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HomeMy WebLinkAboutzR-3808SetLi. Q Z LL- C of OL W LEGAL DESCRIPTION PARCEL A. 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 MERI041N, 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 B: 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 QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, 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. PARCEL C: 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 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 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 D: Z THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MIERIDIAN, IN KING COUNTY, WASHIMTON; QEXCEPT 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 NORTH 15 FEET OF THE SOUTH 135 FEET THEREOF; AND EXCEPT THE NORTH 83.5 FEET THEREOF; AND EXCEPT THE EAST 30 FEET THEREOF AS CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 791759; a: AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WA O PARCEL E THE SOUTH HALF OF THE NORTH HALF OF TRACT'S 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. PARCEL F: Q THE NORTH HALF OF THE NORTH HALF OF TRACT 6, PANTHER LAKE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 25, IN KING COUNTY, WASHINGTON; QTOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UT1L nES AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 0 20120809000865. PARCEL G: THE NORTH HALF OF THE NORTH HALF OF TRACT 5, PANTHER LAKE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 25, IN KING COUNTY, WASHINGTON; U EXCEPT THE EAST 40 FEET OF SAID TRACT 5, CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NUMBERS 791756 AND 7204110302. SHIrGTON BY WARRANTY D® RECORDED UNDER RECORDING NUMBER 7208240314. W EXCEPTIONS FROM TITLE REPORT J Z 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER do LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO.7901230675. THE LOCATION OF SAID W EASEMENT IS DEPICTED HEREIN. W 2. SUBJECT TO AN EASEMENT FOR WATER LINE(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 HERON. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120609000865. 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 LACE 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 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 HERON. DEVELOPMENT STANDARDS (R -8) MAX 084m.. a DuAU Ac MILL LOT SRE: 4,500 SF *#UV4E Mil. LOT at 50' N EIM ao' CORDER LOTS Ili. LIT 0011K 65' BUUXNG Subte S: FRONT: 15' SIDE: V SIX STREET: 15' WJR 20' MAX OM HEIGiT: 3fl' MIAX. BLDG ODVM LOTS GREATER THAN 5.000 SF; 35x OR 2,500 SF (11111114C EYM IS GREATER) LOTS 5,000 SF OR LESS: sox VAX. IMP. CMM 6W (riEDUCED FROM 75x TO MEET LOT OW IiEglliDMM) OE5K 1 STAIra IMIS OF RMC 4-2 -115 APPLY SITE DATA PLAT NAME: GREENLEAF PRELMMNARY PLAT CITY FILE NUMBM- SITE ADDRESS: 186M. 18647, 18819 do 18825 106TH AVE SE PARCEL NUMBERS: , - 0053, -0054 322305 -9123, -9148, -9273, -9344 SITE AREA: 345,011 S.F. (7.92 AC.) DISIURS O AREA: 245,550 (5.64 AC.) ZONING: R-8 (RESIDENTIAL SINGLE- FAMILY) EXISTM LAND USE: SINGLE FAMILY IDENTIAL AND VACANT EXGT1ING STRUCTURES: ALL STRUCTURES TO BE iREMoVED PROP06ED USE: 31 -LOT SlINME- FAMILY SUBIONtSM. (3 LOTS TO BE CONSTRUCTED LINDER SEPARATE PERMIT) PROPERTY OWNERS 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 LLC PARCEL 662340 -0050 24913 104TH AVE SE KENT, WA 98030 JEFFERY WOLFSON PARCEL 662340 -0054 PO BOX 6602 KENT, WA 98064 ELVA DEACY PARCEL 662340 -0053 PO BOX 58461 RENTON, WA 98058 DEVELOPER CODER HOMES 846 106TH AVE NE, #200 BEUEAX VA 90004 (425) 455 -9280 CONTACT.- ROB R1SINGER CONSULTING ENGINEERS L L C 33400� Avenue South Suite Federal Way, WA 98003 F111111M SW **-4113 www.esmcivil.com EVERM (425) 297 -UW Civil Engineering Land surveybw Land Pkxm nq Public Works I Project MmKmw m- ( Landscape Architecture ESM JOB #258 -044 -013 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 ARE APPROVED SUBJECT TO THE FOLLOWII NG CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SKAM IGANCE Mff1GATED. DATED JUNE 23. 2014. • PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHMNC.AL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS, NW (DATED SEPTEMBER 23, 2013). • PROJECT CONSTRUCTION SHALL BE REQURED TO COMPLY WITH THE MITIGATION RECOMMENDATIONS IDENTIFIED IN THE SUBMITTED CRITICAL AREA REPORT & SUPPLEMENTAL STREAM STUDY PREPARED BY SEWALL WETLAND CONSULTING, INC. (DATED JANUARY 28, 2014, UPDATED MAY 15, 2014). prepared for C(:)NNER HOMES 846 108TH AVE NE, SUITE 200 BELLEVUE, WA 98004 UTILITY PROVIDERS t �• 1 > 7• • ;12 • PLANNER/ENGINEER /SURVEYOR ESM CONSULTING ENGINEERS, LUC 33400 M AVE SOUTH, #205 FEDERAL (MAY, AMA 99003 (253) 838 -6113 CONTACT: BRIANW GASTF11D, PE GEOTECH ENGINEER EARTH 90LUTIONS Nw, LLC 1806 136TH PLAICE NE. #201 AS I EMJE, VA 99006 (425) 284 -3300 CONTACT: KYLE CAMPBELL K r prepared by 33400 8TH AVE S. SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 PIPE MATERIAL: CORRUGATED POLYETHYLENE (CPEP) SHALL BE USED FOR ALL PIPE MATERIAL WHERE 2' MINIMUM COVER CAN BE OBTAINED. CI 50 DUCTILE IRON PIPE SHALL BE USED WHERE 2' MINIMUM COVER CANNOT BE OBTAINED. 'Ift ESM JOB NO. 258 -044 -013 O FN61' SLMMffTAL ERIN 4 SAY. 1 EARLY CLEAfM� ! aM11M M VLAR mm 4 2 PLAN Ct~�APW 01 EMI 4 3 KM CWAK f2 ESM 4 eR 4 MYLm guewfix ESM �/�/14 AM NO. REVISION BY DATE APPR I APPROmo- Ow MACH AT FUl SCALE F NOT ONE MACH SCALE ACCORDMIGLY 2. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESOENCES AND DETACHED GARAGES PRIOR TO FINAL PLAT RECORDING. 3. THE APPLICANT SHALL OBTAIN ALL NECESSARY STATE AND FEDERAL AUTHORIZATION FOR WETLAND IMPACTS PRIOR TO BEGINNING ANY GROUND DISTURBING ACTMTI S. WITHIN THE WETLANDS AND THEIR BUFFERS. 4. A FINAL 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 PLAN FOR ALL CONSTRUCTION IMPACTS TO THE CRITICAL AREAS AND THEIR BUFFERS. THE FINAL MffIGAT10N PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. ALL WETLAND MITIGATION, INCLLNOINC REQUIRED FENCMIG AND SK*69 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 IN ORDER TO APPLY A NATIVE GROWTH PROTECTION EASEMENT OVER THE CRITICAL AREAS PORTION. 7. THE APPLICANT SHALL ESTABLISH A NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING THE REMAIING STREAM AND WETLAND BUFFER AREAS, PRIOR TO FINAL PLAT RECORDING. 8. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIATION (HOA) WITH SHARED RESPONSIBIUTY FOR MAINTENANCE OF NATIVE GROWTH PROTECTION EASEMENT AND ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT. INCLUDING BUT NOT LIMITED TO UTILITIES, SHARED DRIVEWAYS. COMMON LANDSCAPING, IMO PARK SPACE. A DRAFT OF THE DOCUIiEENT(S) SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES PRIOR TO THE RECORDING OF THE FINAL PLAT. 9. THE APPLICANT SHALL BE REQUIRED TO EITHER OBTAIN A VARIANCE FOR THE TREE REMOVAL AND RESUBMIT THE CITY OF RENTON TREE RETENTION WORKSHEET OR REDESIGN THE PLAT TO RETAIN THE TREES LOCATED IN WETLAND E AND IT BUFFER. THE UPDATED TREE RETENTION PLAN AND WORKSHEET ALONG WITH AN APPROVED VARIANCE SHALL BE OBTAINED PRIOR TO THE ISSUANCE OF A CONSTRUCTION PERMIT. 10. THE APPLICANT SHALL RECORD, ON THE FACE OF THE PLAT, A MINMAUM 5 -FOOT RESTRICTIVE BUILDING EASEMENT (NO BUILD) ON THE SOUTH LOT LINES OF LOT 33 AND LOT 34. 11. THE APPLICANT SHALL OBTAIN APPROVAL FOR A CRITICAL AREA EXEMPTION (ALSO A TIER I PERMIT) FOR ALL ACTIVITIES THAT WILL INTRUDE INTO A CRITICAL AREA OR REQLNRED BUFFER ACCORDING TO THE CITY OF RENTON 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 OUTFALL USING AN ENERGY DISSIPATER LOCATED AT THE ORDINARY HIGH (MATER MARK OF PANTHER CREEK WITHIN THE DRAINAGE EASEMENT. 13. THE APPLICANT 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 35. SUBJECT TO THE DISCRETION OF THE FIRE MARSHAL TO REDUCE THAT WIDTH UPON FURTHER REVIEW DURING PROJECT ENGINEERING. 15. EACH PRELIMINARY PLAT SHEET THAT IS INCONSISTENT WITH THE REVISED PRELIMINARY PLAT PLAN SHALL. BE REVISED AND RESUBMITTED TO AND APPROVED BY THE CURRENT PLANINING 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 M"MUM RADIUS OF F1fTEEN FEET (15'). 18. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE. OR PROVIDED WITH THE SUBDMSKIN DEVELOPMENT. 19. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTIUTIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPUCATION OF ANY SURFACE MATERNL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS. 20. ANY CABLE N CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTL (TIES ARE NNSTAI.LED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAND TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SOEIMALKS. OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND /OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND /OR LAO OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR COINDLXT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECFIC.ATIONS TO THE APPLICANT AND SHALL ASPECT THE CONOIXT AND CERTIFY TO THE CITY THAT R IS PROPERLY INSTALLED. 21. THE APPLICANT SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PLAT APPROVAL. 22. THE ASSOCIATED LOT LINE ADJUSTMENT APPLICATION (LUA1 4- 000 1 90) SHALL BE APPROVED AND RECORDED PRIOR TO FINAL PLAT APPROVAL VERTICAL: NAVD 1985 HORIZONTAL: NAD , 9d3/, 991 DATUM a CITY OF MLR RENTON Planning /Building /Public Works Dept. C - C. J CHECKED FOR COMPLIANCE TO CITY STANDARDS O�x4aA "C-- 380801 z /wl /S GREENLEAF ROAD, STORM AND SEWER PLANS COVER SHEET UTILITY PERMIT #14004398 12/30/201 COV -01 UT: a � y D• SHEET INDEX z SHEET NO. DRAWING NO. DESCRIPTION 1 MV -01 COVER SHEET 2 LG -01 LEGEND 3 EX -01 EXISTING CONDITIONS 4 RW -01 HORIZONTAL CONTROL PLAN 5 CH -01 CHANNEUZATION PLAN 6 ER -01 EARLY CLEARING & T.E.S.C. PLAN ) • 7 EGR -01 EARLY GRADING & T.E.&C. PLAN (APPROVED) • 8 GR -01 GRADING do T.E.&C. PLAN 9 OR-02 GRADING do T.MC. DETALS do NOTES 10 GR -03 GRADING do T.LS.C. DETAILS 11 GR -04 LOT DRAIN PLAN 12 UT -01 COMPOSITE UTIL11Y PLAN 13 KEY -RD STORM DRAIN KEY MAP 14 FR -01 FRONTAGE PLAN & PROFILE 15 - 18 RD -01 - RD -04 ROAD AND STORM PLAN & PROFLE 19 RD -05 INTERSECTION DETAIL 20 - 21 PN -01 - PN -02 POND A PLAN, CROSS SECTIONS & DETAILSS 22 - 24 PN -03 - PN -05 POND DETAILS 25 DT -01 ROAD CROSS SECTIONS & DETAILS 26 - 32 L -1 - L -7 LANDSCAPE PLAINS (VARLEY) 33 - 35 1 - 3 WETLAND MITIGATION PLANS D RES01 IRCES) 36 - 39 ILA - IL4 ILLUMINATION PLAINS (HERMAN TRAFFIC CONSULTANTS) a CITY OF MLR RENTON Planning /Building /Public Works Dept. C - C. J CHECKED FOR COMPLIANCE TO CITY STANDARDS O�x4aA "C-- 380801 z /wl /S GREENLEAF ROAD, STORM AND SEWER PLANS COVER SHEET UTILITY PERMIT #14004398 12/30/201 COV -01 UT: a � y D• Z z C Cr z m m D �C a� D � o• 0 r� r� T z Z D S 0 z z C 3 m m - Z ry� v x <- 1 .f 0 w Q z I— w 3 0 CL W Z W _J LL. SANITARY SEWER CAP SANITARY SEWER PIPE SANITARY SEWER FORCE MAIN 6" DIA DOUBLE SANITARY SIDE SEWER 6" DIA SINGLE SANITARY SIDE SEWER FIRE HYDRANT (3 PORT) GATE VALVE BUTTERFLY VALVE CONCRETE BLOCKING WATER CAP DOMESTIC / IRRIGATION METER BLOWOFF ASSEMBLY AIR —VAC ASSEMBLY REDUCER DETECTOR CHECK VALVE CROSS TEE 90' BEND WATER PIPE Cel 21MOrIft Days Wwo YOU Ct 811 C E�CISTING LEGEND Y ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT —OF —WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER EXISTING — — PROPOSED ---- - - - - -- — — — — - - - - — BIKE RACK POWER POLE W /DROP LINE, LIGHT do TRANSFORMER CONTOUR (MINOR) POWER POLE W /DROP LINE do TRANSFORMER — POWER POLE W /LIGHT CONTOUR (MAJOR) ---820-- — -- 820 -- POWER POLE FOOTING DRAIN FLOWPATH POWER POLE W/TRANSFORMER NOW— —.#..r Z SOIL LOG POWER VAULT /MANHOLE SIGNAL CONTROL BOX SPOT ELEVATION SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST J TOP/TOE OF SLOPE A 1 1 - -------- _--- - - - -1_ a- STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE ROOF DRAIN FIBER OPTIC STUB MARKER POST CONCRETE SIDEWALK TELEPHONE GUY ANCHOR CABLE TV MARKER POST TELEPHONE ANCHOR POLE CONCRETE BLOCK WALL TELEPHONE JUNCTION BOX (UG) SATELLITE DISH TELEPHONE MANHOLE ROCKERY TELEPHONE STUB MARKER POST LUMINAIRE O BARRICADE TELEPHONE RISER YARD LIGHT (UNDER 10' TALL) �-- BOLLARDS HOSE BIB . . IRRIGATION CONTROL VALVE MAILBOX WATER MANHOLE GUY ANCHOR 06 DOWNSPOUTS MONITORING WELL O POST INDICATOR VALVE ST O ww_ I DR11� �sE SPRINKLER HEAD ELECTRICAL STUB MARKER POST Q CATCH BASIN TYPE 1 W /GRATE WATER WELL GAS O CATCH BASIN TYPE 1 W /SOLID LID FENCE, BOARD POWER (BURIED) a: CATCH BASIN TYPE 2 W /GRATE Q FENCE, ELECTRIC CATCH BASIN TYPE 2 W /SOLID LID FENCE HOG WIRE Q u. STORM DRAIN MANHOLE s TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS ® UJ BEEHIVE MANHOLE (NR) NON— RADIAL BEARING J Y N YARD RAIN (ROUND DD) U POLYVINYL CHLORIDE C Z YARD DRAIN ARC LENGTH CONN UJ STORM DRAIN CLEAN —OUT POINT OF VERTICAL TANGENCY 0 W STORM DRAIN PIPE POINT OF CURVATURE CONT a: ROOF DRAIN CONSTRUCTION ENTRANCE CY V SD SERVICE 6" CPEP WITH QUANTITY 866.0 CLASS INVERT 0 END OF PIPE RETAINING CF SAN Tmy �,� ` ��l 0 FAST S�TTAL SANITARY SEWER MANHOLE ! 0 33400 8th Avenue South I ® I I I � � SANITARY SEWER CLEANOUT I 0 DUCTILE IRON SANITARY SEWER GRAVITY Suite 205 Federal Way, WA 98003 2 SANITARY SEWER FORCE MAIN REQUIRED E SANITARY SEWER CAP SANITARY SEWER PIPE SANITARY SEWER FORCE MAIN 6" DIA DOUBLE SANITARY SIDE SEWER 6" DIA SINGLE SANITARY SIDE SEWER FIRE HYDRANT (3 PORT) GATE VALVE BUTTERFLY VALVE CONCRETE BLOCKING WATER CAP DOMESTIC / IRRIGATION METER BLOWOFF ASSEMBLY AIR —VAC ASSEMBLY REDUCER DETECTOR CHECK VALVE CROSS TEE 90' BEND WATER PIPE Cel 21MOrIft Days Wwo YOU Ct 811 C E�CISTING FEATURE WETLAND FLAG POWER POLE W /DROP LINE & LIGHT BIKE RACK POWER POLE W /DROP LINE, LIGHT do TRANSFORMER DEBRIS PILE POWER POLE W /DROP LINE do TRANSFORMER FIRE PIT POWER POLE W /LIGHT BOLLARD POWER POLE W /LIGHT do TRANSFORMER HORSE SHOE PIT POWER POLE MAILBOX POWER POLE W/TRANSFORMER MILE POST MARKER PAD MOUNTED TRANSFORMER SOIL LOG POWER VAULT /MANHOLE SIGN SIGNAL CONTROL BOX SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE SEPTIC VENT TRAFFIC SIGNAL POLE STORM PIPE INLET /OUTLET TRAFFIC SIGNAL POLE W /LIGHT STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE ROOF DRAIN FIBER OPTIC STUB MARKER POST CATCH BASIN TELEPHONE GUY ANCHOR CABLE TV MARKER POST TELEPHONE ANCHOR POLE CABLE TV RISER TELEPHONE JUNCTION BOX (UG) SATELLITE DISH TELEPHONE MANHOLE LUMINAIRE W /ARM TELEPHONE STUB MARKER POST LUMINAIRE TELEPHONE POLE LANDSCAPE LIGHT TELEPHONE RISER YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB GAS VALVE IRRIGATION CONTROL VALVE OIL FILLER CAP WATER MANHOLE GUY ANCHOR WATER STUB MARKER POST GUY POLE MONITORING WELL POWER GRATE POST INDICATOR VALVE ELECTRICAL JUNCTION PULL /BOX SPRINKLER HEAD ELECTRICAL STUB MARKER POST WATER VAULT ELECTRICAL METER WATER WELL GAS GUARD RAJL OIL FENCE, BOARD POWER (BURIED) FENCE, BARB —WIRE POWER (AERIAL) FENCE, CHAIN —LINK FIBER OPTICS FENCE, ELECTRIC TELEPHONE (BURIED) FENCE HOG WIRE TELEPHONE (AERIAL) FENCE, SPLIT RAIL TV CABLE (BURIED) FENCE, WIRE TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS TRAFFIC STRAIGHT /RIGHT TURN ARROW AVENUE STRAIGHT /RIGHT TURN ARROW INSIDE DIAMETER LEFT /RIGHT TURN ARROW ASBESTOS CEMENT PIPE STRAIGHT /LEFT /RIGHT TURN ARROW INVERT ELEVATION WETLAND 01 WITH BUFFER _ STREAM WITH BUFFER INCHES Ilk ALUMINUM HANDICAP PARKING b► BIKE LANE coo TRAFFIC SIGN v INFORMATION SIGN T STREET LIGHT LINEAL FEET ASPH ASPHALT MAX MAXIMUM T.E.S.C.P. AMERICAN SOCIETY OF TESTING AND MATERIALS SURVEY MANUFACTURER n ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING CLEARING LIMITS ® PROPOSED MONUMENT IN CASE t MISCELLANEOUS BO FILTER FABRIC FENCE N FOUND MONUMENT IN CASE BOW /BW BOTTOM OF WALL NO CUTOFF SWALE ®0M PROPOSED MONUMENT (AS DEFINED) • BW BACK OF WALK INTERCEPTOR DITCH @0m FOUND MONUMENT (AS DEFINED) 7. - — -- — —�— — N.G.P.E. FENCE OHW ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION ROCK CHECK DAM � DELTA POWER POLE i ®i ® PVI SEDIMENT FILTER (R) RADIAL BEARING < > PE POLYETHYLENE ® CLEANOUT STRAW BALE (NR) NON— RADIAL BEARING CONCRETE PVC POLYVINYL CHLORIDE C GRAVEL CONE L ARC LENGTH CONN CONNECTION _ POINT OF VERTICAL TANGENCY RIP RAP PAD CONTRACTOR PC POINT OF CURVATURE CONT CONTINUED PT CONSTRUCTION ENTRANCE CY CUBIC YARDS QTY QUANTITY K � ��► CLASS RET RETAINING CF CONSULTING ENGINEERS L L C �,� ` ��l 0 FAST S�TTAL R SM SURVEYED: 33400 8th Avenue South I ® I I I � � RED I EARLY CUE & i 1MAR DUCTILE IRON DESIGN Suite 205 Federal Way, WA 98003 2 PLAN C� f1 REQUIRED E DEPARTMENT OF TRANSPORTATION fEOEJML AMY (� iJa -1113 www.esmcivil.com � (425) "' -"00 RIGHT OF WAY 3 PLAIN CH MM M S E�1 DIVAN: Q Civil Engineering Land Surveying Land Planning Public Works I Project Managernent ( Landscape Architecture 517'5 4 MnAR TAL DRAIN ,� %4" CWCK . EOP EDGE OF PAVEMENT SF SQUARE FEET E EAST SHT ESM JOB #258 -044 -013 S L ` NO. REVISION SPECIFICATIONS BY DATE APPR ELEVATION TRAFFIC STRAIGHT /RIGHT TURN ARROW AVENUE STRAIGHT /RIGHT TURN ARROW INSIDE DIAMETER LEFT /RIGHT TURN ARROW ASBESTOS CEMENT PIPE STRAIGHT /LEFT /RIGHT TURN ARROW INVERT ELEVATION LEFT TURN ARROW` �1 RIGHT TURN ARROW INCHES STRAIGHT ARROW ALUMINUM HANDICAP PARKING b► BIKE LANE coo TRAFFIC SIGN •�-� INFORMATION SIGN T STREET LIGHT LINEAL FEET VERTIC&; NAVD 1988 HORIZONTAL: NAD 1983,1991 jff�� ONE 04CH DATUM AT FULL SCALE F NOT ONE NCH SCALE ACCORDINGLY C t . ABBREVIATIONS AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE L.8 POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BLK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW /BW BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE BW BACK OF WALK OC ON CENTER CTR CENTER OD OUTSIDE DIAMETER CB CATCH BASIN OHW ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION CL /q CENTERLINE PP POWER POLE CLR CLEAR PVI POINT OF VERTICAL INTERSECTION CMP CORRUGATED METAL PIPE PE POLYETHYLENE CO CLEANOUT PERF PERFORATED CONC CONCRETE PVC POLYVINYL CHLORIDE C CONDUIT PVMT PAVEMENT CONN CONNECTION PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR PC POINT OF CURVATURE CONT CONTINUED PT POINT OF TANGENCY CY CUBIC YARDS QTY QUANTITY CL CLASS RET RETAINING CF CUBIC FEET RR RAILROAD CFS CUBIC FEET PER SECOND R RADIUS DC DEGREE OF CURVATURE RED REDUCER DI DUCTILE IRON REINF REINFORCED DIA /0 DIAMETER REQ REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY DIM DIMENSION S SOUTH DWGS DRAWINGS SCH SCHEDULE D DRAIN SD STORM DRAIN EOP EDGE OF PAVEMENT SF SQUARE FEET E EAST SHT SHEET ELEV ELEVATION SPECS SPECIFICATIONS EL ELEVATION SQ SQUARE ELEC ELECTRICAL SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION EXIST EXISTING STD STANDARD FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB FG FINISH GRADE TEL TELEPHONE FIG FIGURE THRD THREADED FIN FINISHED THRU THROUGH FL/E FLOWLINE TOW/TW TOP OF WALL FL FLANGE NP TYPICAL FT FEET VERT VERTICAL FM FORCE MAIN W WEST GA GAUGE W/ WITH GALV GALVANIZED W/o WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE R- 380801 a CITY OF RENTON Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF LEGEND SHEET UTILITY PERMIT #14004398 PACE: LG -01 2 39 . z 0 m �C m U) z C a� 4 m D TI D Cn o� T 0 r� z 4 D O a z G z C 3 Im m n x ^; r x 0 r, 777 j 0 0 m �C m U) TER DEMPS � DEMPS A TASANI RODOLF01 + NIKITINE ALLA JACQUE 8956500130 I 8956500140 8956500120 I �N 89'53'43" E 172.41' N 89'59'56" W 17.70' J J PARCEL A SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON GRIB DINA & VALENTIN SEE RIGHT FOR O / _� WETLAND E 3223059202 CONTINUATION Z \% c � r LID LLJ N � INGRESS EGRESS & UTILITIES Z FENCE, BOARD � TELEPHONE POLE U LLJ < `\ FIRE HYDRANT a a GAS POWER POLE W /LIGHT Q SET HUB & TACK OD I 1 a: TELEPHONE, BURIED \n 0 TELEPHONE, OVERHEAD LAJ GRAVEL _ _ U) WATER CN C14 06 } 04 W 0 4 Q O W a: LL 0 Q W a J (0 N Z W 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF 01026921 " W W GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID `S EASEMENT IS DEPICTED HEREIN. N 89'59'56" W 17.70' J J PARCEL A SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON GRIB DINA & VALENTIN SEE RIGHT FOR O / _� WETLAND E 3223059202 CONTINUATION Z \% c LEGEND r LID / t 20' EASEMENT FOR INGRESS EGRESS & UTILITIES BY DEED REC. NO. 9805271362 � I \ WETLAND A i HEINS WALTER TEBROCK LESLIE M KENT CALVIN 8950300090 8950300100 8950300110 N 89"53'43" E 443.94' N 01'26'22" E 1.44' FOUND I" 10' SEWER EASEMENT GALVANIZED REC. NO. 9207171283 PIPE I FOUND 1" GALVANIZED PIPE -. -6 GRAVEN_ A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON GRIB DINA & VALENTIN SEE RIGHT FOR O MAPLE 3223059202 CONTINUATION Z � c LEGEND r LID / t ELECTRICAL METER m SPRUCE tt FENCE, BOARD � TELEPHONE POLE S E 18 6TH S T. FENCE, CHAIN -LINK FIRE HYDRANT PARCEL C � GAS POWER POLE W /LIGHT Q SET HUB & TACK I 1 I W W I TELEPHONE, BURIED ® WATER MANHOLE ttO F- �I > Q I TELEPHONE, OVERHEAD ® WATER METER GRAVEL _ _ -Cj < J 1 Q WATER D4 WATER VALVE C14 SET PK NAIL } _ _ r O- _ 1 - -- POVAR t O U / // APPARENT TEST PIT LOCATIONS Q DECIDUOUS N ? 1R N - - - - - N SANITARY SEWER MANHOLE 4' Woos POLE DOUGLAS A R 0 SOIL PIT 1 r GARDLF %1 TRACTS TS Volume 9, Page 25 M 0 SOIL T 4 \ it 1 DECAMP LARRY N 114 6623400072 :v ` 0 SOIL PIT 3 o 1 Z , WETLAND B / l \� 1 VWETLAN-li- BARRETT DAVID 6623400070 W LLJ J L&_ 0 GRAVEL 3 STORM DRAIN CATCH BASIN CONIFER CONOM _ GRAVEN N �\` ��.' QD STORM DRAIN MANHOLE 10 SEWER EASEMENT �� � c� ; `���-- _____- --''�� m ROOF DRAIN CLUSTER REC. N0. 9207171283 COMO" 5 POWER EASEMENT F4 a 4, WOOD REC. NO. 9207171284 REC. N0. 7901230675 0 ® GAS METER HOLLY FENCE PARCEL D 4/CYCLONE FENCE PARCEL F I' P`VPN 9NE F'T"'CE N 89'51 '29" W 421.95' N 89' 59' 56" W 115.00' 0 , SCALE: 1 " = 40 M GAS VALVE O MAPLE Z � c r r LID nz ® ELECTRICAL METER m SPRUCE M 40 20 0 40 80 9 D POWER POLE W /LIGHT ■ SET HUB & TACK CONTOUR INTERVAL = 2 U) -0 POWER POLE ♦ SET PK NAIL } W 4 W EXCEPTIONS FROM TITLE REPORT N 8T59'56'0 W 115.029 Q 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF 01026921 " W GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID `S EASEMENT IS DEPICTED HEREIN. 15.00' = 2. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SODS CREEK WATER AND 0 M SEWER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION O ►- W OF SAID EASEMENT IS DEPICTED HEREIN. N I O T- 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER CONIC KOHR MICHAEL RECORDING NO. 20120809000865. 3223059088 = 4. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, SEPTIC TAc NOTES AND STATEMENTS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, CN �" - RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET r� FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET tV .o FORTH ON THE PLAT OF PANTHER LAKE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. r O 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO YE JAYI & CHI THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110301. MAN 3223059080 4' CYCLONE FENCE S 89059"56* E 0 120.86' 5 uj W ULL Gote PARCEL G ° 1\ 3 5' CYCLONE nD#C:E t` 20' EASEMENT FOR INGRESS •`ISI EGRESS & UTILITIES N BY DEED REC. NO. 20120809000865 O (n z LLI 5 QV V PAR E E 4 CYCLONE FENC HEDGE LINE N 89055"43* W - 67.05' N N O Cq f\ M (V r 0 IWETLAND - S� A D KEYES JEANNE 6623400051 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. i 7. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HLMNEN, 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. I 9. NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT 80' EXISTING R 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 a 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. NOTES Fy � ti ` 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HERON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS, UNDERGROUND UTILITY LOCATES MAPPING BY OTHERS PROVIDED TO ESM BY CLIENT, AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS ORNIA PING DONE PRIOR TO ESM'S SURVEY OF THE SITE. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. 2. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION o GUARANTEE /CERTIFICATE NO. 0002779 -06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING _ ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN s THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. z 3. KING COUNTY PARCEL NOS. 322305- 9344 -06, 322305 - 9273 -01, 322305 - 9148 -04, 322305- 9123 -03, 662340- 0053 -02, 662340- 0054 -01 T �.� 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 r 108TH AVENUE SE IN FRONT OF HOUSE NUMBER 18814, ELEVATION = 486.89 FEET. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED 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 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. VERTICAL DATUM INAVD 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 j CHECKED FOR COMPLIANCE TO CITY STANDARDS 380803 _ -y 't-^ z v is` I �j T .Or DN7E: SURVEYED: SCALE CONSULT 1 N G ENGINEERS L L C C� 0 FOIST SUB MTTAL MM x/14 VERTICAL: INAVD 1988 33400 8th Avenue South I ® I I I 0 1 EARLY C a Owam BAR SU�TTAL ESM 4 DESIC�: HORIZONTAL: W1D 1983/1991 �� C I TY OF G R E E N L EA F 12/M/Wl Suite 205 Federal Way, WA 98003 2 PLAN CHANCE 01 am 4 EXISTING CONDITIONS PAGE- FEDOW Y (�, °97 -9113 RENTON www.esmcivil.com � ('�) �' -�°° � {�� 3 PLAN CFYII�IOE ESirl 4 �'�': Q � Civil Engineering Land Surveying Land Planning "` ONE INCH NQ Public Works I Project Management I Landscape Architecture O 4 AR TAL ESM CHECKED: ► DATUM � IF No OW PICH Planning /Building /Public Works Dept. U -01 N O . REVISION BY DATE AP PR R �'�D: SCALE "�D'NGLY SHM_ OF: ESM JOB #258-044-013 UTILITY PERMIT #14004398 3 30 Cr, rc < Z 8 O Z � c n- nz m M D �C p A V u, '- D orn D n- n� nZ rn D O a z G) z C ic ID M M x ^; z � x j 1� 1 0 w 8 O CJ W J W LJ U) co A PORTION OF THE SE 1 /4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY , WASHINGTON DEMPSTER �ASANI RODOLFC + NIKITINE ALLA HEINS WALTER TEBROCK LESLIE M �, KENT CALVIN GRIB DINA & VALENTIN 3 JACQUE A 8956500130 i 8956500140 8950300090 8950300100 8950300110 3223059202 \ r__ 8956500120 N gg•53'43" E 172.41' S9' 13' N 89'5343" E 443.94' N 89'b.54,5 E 40.U.5 SECTION CONTROL OD 00 L 60' 50' 5-)' 50' 50' 50' 50' 52' 12' 13' SCALE = 1 " = 500' 52' SCALE: 1 " = 40' N 01026'22" E 104' X0 -- - - -- - -- -- - -- - - -- - -- -- - - -- - - - 1.44' 20' UTILITY .7 TRACT A 31 32 40' 10' SEWER EASEMENT EASEMENT 7 06 CUL -DE -SAC CALCULATED - POSITION REC. NO. 9207171283 r OI Qz STA 27+ 15.86 ROAD A B � / TO BE EXTINGUISHED F < r < r r S r .J J J r `; C6 a, a, Cn o, a, 1 0 00 LJ U) co �(0 8 z Z °' 89' 6 w 4 + 3 Land Surveying Land Planning 2 (O N 11 r__ r -44' S9' 13' ° 26 100 OD 00 L N PT: 21 +22.89 I 52' SCALE: 1 " = 40' w 104' X0 N U) .7 15.00' 40' 20' 0 40' 80' N 06 CUL -DE -SAC p , CL INT X OI Qz STA 27+ 15.86 ROAD A B � / 0 F < r < r r S r .J J J r `; Q L=36.81, R =50.00 � 0 3 10' UTILITY EASEMENT (TYP.) N: 161528.8451 CL INT'X STA20 +56.96, C� E: 1302921.3866 ILL I Cfl STATION EQUI4TION 0.4 ' D 42.18 w � 104' N N YE JIAYI &CHI Z N O 20 EASEMENT FOR INGRESS LU L= 86.39, R =55.00 I �' W EGRES$ & UTILITIES Ir BY DEED REC. !NO. 20120809000865 25' ACCESS N 89'59'56" W 17.70' w co DECAMP LARRY cv N 6623400072 cvI oI ZI BARRETT DAVID 6623400070 Cd 2 Wo ftq Days Before You Dip 811 U se UrXWWound Location Carder gDW)0,0KWN O 0 N TRACT D OPEN SPACE SENSITIVE AREAS 82' �O. 0 10 co �(0 8 0 °' 89' 6 5 4 + 3 Land Surveying Land Planning 2 (O N 11 r__ r -44' S9' 13' ° 26 100 0 12 N PT: 21 +22.89 I 52' 50' r N 104' X0 Ln S 01'26'21 " W 15.00' 104' CENTER OF CUL -DE -SAC p , CL INT X r- KOHR MICHAEL STA 27+ 15.86 ROAD A B � / 0 F < r < r r S r .J J J r `; 89'53'35. 4" L=36.81, R =50.00 � a 3 10' UTILITY EASEMENT (TYP.) N: 161528.8451 CL INT'X STA20 +56.96, E: 1302921.3866 I N STATION EQUI4TION 0.4 ' D 42.18 STA.20 +00.00 = 104' N STA. 4 +00.00 YE JIAYI &CHI `� N O 20 EASEMENT FOR INGRESS MAN 3223059080 L= 86.39, R =55.00 I �' EGRES$ & UTILITIES /' =90.00'00" n BY DEED REC. !NO. 20120809000865 25' ACCESS (TO BE RELINQUISHED) & UTILITY EASEMENT 19' ' 34' 50' 50' 50' s'\ 50' _ 37' _ N 1+00 2 +00 w 3 9 \ -51, N ROAD C N 89.58'20" W 15' , 15.55' - - 3 " W 100 07' N 47'55'38.12" W 24 +00 25 +0(� 89.53'36" E 347.19' 26 +00 _ 27 +00 20' EASEMENT FOR INGRESS 95', 28' 24 SHARED ACCESS 35.18'0 10' SEWER EASEMENT r 5' POWER EASEMENT N EGRESS & UTILITIES BY DEED REC. N0. 9805271362 EASEMENT �o, /rho , .� REC. NO. 9207171283 ROAD A REC. NO. 7901230675 co (, (TO BE RELINQUISHED} TRACT E �, ��, �� REC. NO. 9207171284 TO BE RELINQUISHED o 0 (RECREATIONAL AREA) 116' PVC ,� 0// v (TO BE RELINQUISHED) 1+ 52 57 35 o �0 + ��� OV p. N PC: 22 +83.84 0 (0 5' RESTRICTIVE NO BUILD 9 _ ;r, BUILDING EASEMENT J r7 N _ 31 110' I 103' 28 29 30 LO TRACT D OPEN SPACE SENSITIVE AREAS 82' �O. 0 10 co �(0 R 250.00 0 � 89' < °o ;n FEDERAL WAY (253) &3"113 + °- Land Surveying Land Planning N 0 N (O N 11 0 r -44' S9' 13' ° 26 100 12 °° J N PT: 21 +22.89 I 52' 50' r N 104' X0 N 89'59'56" W 115.00 S 01'26'21 " W 15.00' 104' CENTER OF CUL -DE -SAC p CL INT X CONSULTING ENGINEERS LLC R 250.00 Suite 205 STA 23 +22.85, ROAD A/B FEDERAL WAY (253) &3"113 www.esmcivil.com EVERM (425) 297 -OWO Civil Engineering Land Surveying Land Planning Public Works = STA. 3 +47.41, SHARED ACCESS iri WAY JOB #258- 044 -013 r -44' S9' 13' ° 26 J_' N 89' 59' 56" W 115.02' 52' 50' 15' B S B L (TYP.) N 89'59'56" W 115.00 S 01'26'21 " W 15.00' 104' O 1 5 UTILITY EASEMENT -�' p , CL INT X r- KOHR MICHAEL STA 27+ 15.86 ROAD A B � / 0 25 0 3223059088 = STA. 56 +32.27, ROAD A � n 3 N: 161528.8451 CL INT'X STA20 +56.96, E: 1302921.3866 ROAD C @ CL CUL -DE -SAC N STATION EQUI4TION STA.20 +00.00 = 104' N STA. 4 +00.00 YE JIAYI &CHI M I24 O 20 EASEMENT FOR INGRESS MAN 3223059080 L= 86.39, R =55.00 I �' EGRES$ & UTILITIES /' =90.00'00" n BY DEED REC. !NO. 20120809000865 25' ACCESS (TO BE RELINQUISHED) & UTILITY EASEMENT s'\ S 89' 59' 56" E 49 1 /� 0' w 120.86' ROAD C N 89.58'20" W 15.55' " W 100 07' 13 N 88'33' 45" S 87 41 Q, 0 20' 6 +00 h N 49.OJ20 +00 5 +00 -13 02 FUTURE ROAD oL o> L 19 17 R -250 00 14 90' 0 15 97' 1 M �1' PAN7r1 r rR LAKE GARDrN rr�Ar rS Volume 9, Page 25 TRACT C STO R M WAT E R/ SENSITIVE AREAS NN �ry R CONSULTING ENGINEERS LLC R 250.00 Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) &3"113 www.esmcivil.com EVERM (425) 297 -OWO Civil Engineering Land Surveying Land Planning Public Works Project Management ( Landscape Architecture ESM JOB #258- 044 -013 °�. 22 77' STA. =5 +28.56, SHARED \ ACCESS ESM'T. '� x 22' PRIVATE ACCESS 17 \ ° & UTILITY EASEMENT t� 43' 6 , / 16' PRIVATE ACCESS 5 & UTILITY EASEMENT cv N � N N .- r r� 20 19 18 � N O x`26, 22 35' 0 2 PARCEL E TRACT B OPEN SPACE 260' S 162' N 89'51 '29" W 421.95' KEYES JEANNE 6623400051 CONSULTING ENGINEERS LLC 33400 8th Avenue South I ® I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) &3"113 www.esmcivil.com EVERM (425) 297 -OWO Civil Engineering Land Surveying Land Planning Public Works Project Management ( Landscape Architecture ESM JOB #258- 044 -013 r� 20 19 18 � N O x`26, 22 35' 0 2 PARCEL E TRACT B OPEN SPACE 260' S 162' N 89'51 '29" W 421.95' KEYES JEANNE 6623400051 T. A. 0 F RST SUBMITTAL � 1 EARLY CLEARMIG & GRADING M"M S1J09111TAI N � � x 0 2 PLAN CHANGE #1 o 3 PLAN CHANGE #2 ' 4 MYLAR SUBMITTAL A L LAS NO. REVISION 23 50' 119"55'43" 67.05' 20' BSBL CL INT'X (TYP ►) STA 7 +09.39, ROAD C = STA. 53 +65.09, 108TH AVE SE N: 161261.7482 E: 1302914.7627 N 89'51 '29" W 215.94' R- 380804 LO ,,T^^ L0 1 Ir o VJ 0 + Ln Ln w I w Q Z 00 O T o 0 U0 7 +0 o 0 Ln I 0 0 N Ln 80' EXISTING R 1 /14 SURVEYED: SCALE.* ESM 14 ws am /14 ESM /1 /14 tel: pt I ONE INCH ESM 1)x/14 CHECKED- AT FULL SCALE I AM IF NOT ONE INCH BY DATE A P P R A�RO�E: � A�D1NGLT o 0 + VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C w rn 0 (o r c.o N w z N01 °26'04 "E 2757.06' N 89'26'21 " E 2629.82 (ESM) I FOUND METAL MONUMENT STEM IN 4" X 4" CONCRETE MONUMENT SET IN CASE 1.8' DOWN 31 32 CITY OF RENTON low CONTROL MONUMENT NO. 587 6 5 N 89'26'04" W 2618.57 (ESM) EXCEPTIONS FROM TITLE REPORT 29 FOUND 1 1 /2" BRASS DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE CITY OF RENTON CONTROL MONUMENT NO. 1866 32 DOWN 0.45' J FOUND 1 1/2" BRASS DISK STAMPED I WITH "X" IN CONCRETE z MONUMENT SET IN CASE w DOWN 0.5' M O O '- cn V) Q m w N rn r; N 04 N FOUND 1 1/2- BRASS o DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE DOWN 0.35' - FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH PIN. CITY OF RENTON SURVEY MONUMENT #1873 N 88'50'16" W 2624.80 (ESM) 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINES 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 LINE(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 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. 201 3071 9001 046. 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. NOTES 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION GUARANTEE /CERTIFICATE NO. 0002779 -06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (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 RELIED ON THE ABOVE REFERENCED TITLE 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 UTILIZED 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 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. 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 ® FOUND MONUMENT A's DESCRIBED _..rte 14 io > STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING �" CTY 0 RENTON Planning /Building /Public Works Dept. GREENLEAF 12/30/201, HORIZONTAL CONTROL PLAN FQDe001 DPANIM NO: PAf,E: RW -01 UTILITY PERMIT #14004398 > z C Zb cc M Im M r• D E..J s �z D 0 M D Z G1 Z C M M N � Z > 0-- O T1 M D m �n ;� 7 CONSULTING ENGINEERS LLC 33400 8th Avenue South I ® I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) &3"113 www.esmcivil.com EVERM (425) 297 -OWO Civil Engineering Land Surveying Land Planning Public Works Project Management ( Landscape Architecture ESM JOB #258- 044 -013 T. A. 0 F RST SUBMITTAL � 1 EARLY CLEARMIG & GRADING M"M S1J09111TAI N � � x 0 2 PLAN CHANGE #1 o 3 PLAN CHANGE #2 ' 4 MYLAR SUBMITTAL A L LAS NO. REVISION 23 50' 119"55'43" 67.05' 20' BSBL CL INT'X (TYP ►) STA 7 +09.39, ROAD C = STA. 53 +65.09, 108TH AVE SE N: 161261.7482 E: 1302914.7627 N 89'51 '29" W 215.94' R- 380804 LO ,,T^^ L0 1 Ir o VJ 0 + Ln Ln w I w Q Z 00 O T o 0 U0 7 +0 o 0 Ln I 0 0 N Ln 80' EXISTING R 1 /14 SURVEYED: SCALE.* ESM 14 ws am /14 ESM /1 /14 tel: pt I ONE INCH ESM 1)x/14 CHECKED- AT FULL SCALE I AM IF NOT ONE INCH BY DATE A P P R A�RO�E: � A�D1NGLT o 0 + VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C w rn 0 (o r c.o N w z N01 °26'04 "E 2757.06' N 89'26'21 " E 2629.82 (ESM) I FOUND METAL MONUMENT STEM IN 4" X 4" CONCRETE MONUMENT SET IN CASE 1.8' DOWN 31 32 CITY OF RENTON low CONTROL MONUMENT NO. 587 6 5 N 89'26'04" W 2618.57 (ESM) EXCEPTIONS FROM TITLE REPORT 29 FOUND 1 1 /2" BRASS DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE CITY OF RENTON CONTROL MONUMENT NO. 1866 32 DOWN 0.45' J FOUND 1 1/2" BRASS DISK STAMPED I WITH "X" IN CONCRETE z MONUMENT SET IN CASE w DOWN 0.5' M O O '- cn V) Q m w N rn r; N 04 N FOUND 1 1/2- BRASS o DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE DOWN 0.35' - FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH PIN. CITY OF RENTON SURVEY MONUMENT #1873 N 88'50'16" W 2624.80 (ESM) 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINES 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 LINE(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 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. 201 3071 9001 046. 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. NOTES 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION GUARANTEE /CERTIFICATE NO. 0002779 -06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (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 RELIED ON THE ABOVE REFERENCED TITLE 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 UTILIZED 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 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. 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 ® FOUND MONUMENT A's DESCRIBED _..rte 14 io > STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING �" CTY 0 RENTON Planning /Building /Public Works Dept. GREENLEAF 12/30/201, HORIZONTAL CONTROL PLAN FQDe001 DPANIM NO: PAf,E: RW -01 UTILITY PERMIT #14004398 > z C Zb cc M Im M r• D E..J s �z D 0 M D Z G1 Z C M M N � Z > 0-- O T1 M D m �n ;� 7 o 0 + VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C w rn 0 (o r c.o N w z N01 °26'04 "E 2757.06' N 89'26'21 " E 2629.82 (ESM) I FOUND METAL MONUMENT STEM IN 4" X 4" CONCRETE MONUMENT SET IN CASE 1.8' DOWN 31 32 CITY OF RENTON low CONTROL MONUMENT NO. 587 6 5 N 89'26'04" W 2618.57 (ESM) EXCEPTIONS FROM TITLE REPORT 29 FOUND 1 1 /2" BRASS DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE CITY OF RENTON CONTROL MONUMENT NO. 1866 32 DOWN 0.45' J FOUND 1 1/2" BRASS DISK STAMPED I WITH "X" IN CONCRETE z MONUMENT SET IN CASE w DOWN 0.5' M O O '- cn V) Q m w N rn r; N 04 N FOUND 1 1/2- BRASS o DISK STAMPED WITH "X" IN CONCRETE MONUMENT SET IN CASE DOWN 0.35' - FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH PIN. CITY OF RENTON SURVEY MONUMENT #1873 N 88'50'16" W 2624.80 (ESM) 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINES 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 LINE(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 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. 201 3071 9001 046. 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. NOTES 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION GUARANTEE /CERTIFICATE NO. 0002779 -06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (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 RELIED ON THE ABOVE REFERENCED TITLE 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 UTILIZED 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 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. 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 ® FOUND MONUMENT A's DESCRIBED _..rte 14 io > STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING �" CTY 0 RENTON Planning /Building /Public Works Dept. GREENLEAF 12/30/201, HORIZONTAL CONTROL PLAN FQDe001 DPANIM NO: PAf,E: RW -01 UTILITY PERMIT #14004398 > z C Zb cc M Im M r• D E..J s �z D 0 M D Z G1 Z C M M N � Z > 0-- O T1 M D m �n ;� 7 - FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH PIN. CITY OF RENTON SURVEY MONUMENT #1873 N 88'50'16" W 2624.80 (ESM) 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINES 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 LINE(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 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. 201 3071 9001 046. 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. NOTES 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION GUARANTEE /CERTIFICATE NO. 0002779 -06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (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 RELIED ON THE ABOVE REFERENCED TITLE 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 UTILIZED 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 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. 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 ® FOUND MONUMENT A's DESCRIBED _..rte 14 io > STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING �" CTY 0 RENTON Planning /Building /Public Works Dept. GREENLEAF 12/30/201, HORIZONTAL CONTROL PLAN FQDe001 DPANIM NO: PAf,E: RW -01 UTILITY PERMIT #14004398 > z C Zb cc M Im M r• D E..J s �z D 0 M D Z G1 Z C M M N � Z > 0-- O T1 M D m �n ;� 7 Lv � Q z Z U �i i D Q O LJL Q w J Z W W 0 W J U_ DEMPSTER TASANI RODOLFO' JACQUE A �II 8956500130 II I 89K 56500140 895650012 CO c� (o 0 (n N DECAMP LARRY 6623400072 A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON DINA HEINS 8950 000908 I X889 0300100 M \ KENT CALVIN I SIB 3223 59202 VALEN11N 8950300110 I 10' SEWER EASEMENT REC. NO. 9207171283 j (TO BE RELINQUISHED) + i I I I 8 24' SHARED F 7 J R r DRIVEWAY EASEMENT 1+ 2 +00 20' EASEMENT FOR INGRESS EGRESS & UTILITIES TRACT E BY DEED REC. N0. 9805271362 RECREATIONAL AREA (TO BE RELINQUISHED) } TRACT D OPEN SPACE SENSITIVE AREAS BARRETT DAVID 6623400070 Ca12 Nfaldnp Days BNa+e You Dip 811 aD)trw.aRwN 10 11 12 "NO PARKING" SIGNS AT J. SPACING (TYP.) t SEE DETAIL THIS SHEET sQ 13 14 15 TRACT C STO RMWATE R/ SENSITIVE AREAS O f 0 co 0 N N Q 0 C ENO PARKING" SIGNS AT 12.5 R/W 1p6' SPACING (TYP.) DEDICATION 7 6 5 4 3 2 � ^t N CROSSWALK PER DETAIL ON � TRACT A 10' UTILITY EASEMENT (NP.) THIS SHEET _11E 24+00 25 +00 26 +00 127 +00 ;,Ai' F40AD A � 16 i i sX ( °o 10' SEWER EASEMENT REC. N0. 9207171283 5' POWER EASEMENT TRACT B OPEN SPACE Q KEYES JEANNE 2 LO T 6623400051 REC. 7901230675 N0. = Z o CONSULTING ENGINEERS L L C � 0 REC. N0. 9207171284 (TO BE RELINQUISHED) (TO BE RELINQUISHED) 12& WIDE STOP BAR (WHITE) -j Suite 205 Federal Way, WA 98003 00 27 rEDOML MI►Y (2:s3) .J.�113 www.esmcivil.com � (425) 297 -90° w 3 KM 0WW #2 Civil Engineering Land Surveying Land Planning Management Works I Project AMnogsent I Landscape Architecture i C 4 MYLAR SUBMIlTrAL ESM JOB #258 -044 -013 L� STREET NAME AND STOP SIGN REVISION ° o OR TOP OF CONIC. v o 28 29 (TYP.) 12.5' R/W I 30 31 DEDICATION - � 26 25 24 KOHR MICHAEL 3223059088 ROAD C 20 +00 5+00 4:_ 20' EASEMENT FOR INGRESS EGRESS do UTILITIES BY DEED REC. N0. 20120809000865 � (TO BE RELINQUISHED) 21 22 23 s 17 X °o 19 20 Jzoo,*� 24" TRACT B OPEN SPACE Q KEYES JEANNE 2 Q CLR. 6623400051 F- M = Z o CONSULTING ENGINEERS L L C � 0 FWST SUBMTrAL 33400 8th Avenue South ( ® I I I lt�,0 % i EARLY CV QP*#DM 11 nM SUM/TTAL Suite 205 Federal Way, WA 98003 00 Z PLAN #1 rEDOML MI►Y (2:s3) .J.�113 www.esmcivil.com � (425) 297 -90° w 3 KM 0WW #2 Civil Engineering Land Surveying Land Planning Management Works I Project AMnogsent I Landscape Architecture i C 4 MYLAR SUBMIlTrAL ESM JOB #258 -044 -013 L� No. REVISION n I 20' EMERGENCY ACCESS ' I DRIVEWAY -� 6 +00 7 +00 25' ACCESS & UTILITY EASEMENT 0 0 80' EXISTING R 0 0 N LO 24" a Q Z 0 0 2 Q CLR. + F- M = Z o o Z) 0 z M Lt. T YE JIAYI & CHI 00 4x4 MAN 3223059080 w 0 0 I t = Q i s 48» TOP OF GROUND �- w n I 20' EMERGENCY ACCESS ' I DRIVEWAY -� 6 +00 7 +00 25' ACCESS & UTILITY EASEMENT 0 0 80' EXISTING R 0 0 N LO 0 0 + i SCALE NM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY V) z: W � Z C) ck� C� 4 "x4" TOP OF CONC. ? POST - SIDEWALK 0 0 � I +1 - <Ei LkIE L.;',JE E LIP- tANF C: --- NTER ENTER IP. IN L11,NE LA E 1 I J2& 8 (T`rP.) STRIPE 3 "'Tr, (' "--:PEN E I rN f dE rL t3'(TrF' ►- TRIPF L 4 r �. G IIEl" ---T E f -I ?E - - -ICE NTTE F` F. WITH V;Q_E OF LE-35 L.Y\f•&S, HE SAML CCN KEEr -I, %G THE TH=P'P OPL- ',STIR-; PAit4TECf =4-,c U J—F KF P ON HI- LAW 14 :; ANN IN T-1E, CLN El' Jf -11.,' 1_,VLLLE? WUP I IJN 01 11 C LANL IL, N!I NIMIZE THE WEA:' (",N -HE -HE �'�, C)PL.^, __;TIT= ../PAII`JT STD. PLAN _ PiiBLIC WORKS THERMOPLASTIC/PAINTED ROVE. DLFARTMENT CROSSWALK `Yf c 4 )J ! wr- w RK z 24" a J MIN. Z Z S2 D Q CLR. �^ M = Z o o Z) LO z M Lt. LA.- 0 0 + i SCALE NM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY V) z: W � Z C) ck� C� 4 "x4" TOP OF CONC. ? POST - SIDEWALK 0 0 � I +1 - <Ei LkIE L.;',JE E LIP- tANF C: --- NTER ENTER IP. IN L11,NE LA E 1 I J2& 8 (T`rP.) STRIPE 3 "'Tr, (' "--:PEN E I rN f dE rL t3'(TrF' ►- TRIPF L 4 r �. G IIEl" ---T E f -I ?E - - -ICE NTTE F` F. WITH V;Q_E OF LE-35 L.Y\f•&S, HE SAML CCN KEEr -I, %G THE TH=P'P OPL- ',STIR-; PAit4TECf =4-,c U J—F KF P ON HI- LAW 14 :; ANN IN T-1E, CLN El' Jf -11.,' 1_,VLLLE? WUP I IJN 01 11 C LANL IL, N!I NIMIZE THE WEA:' (",N -HE -HE �'�, C)PL.^, __;TIT= ../PAII`JT STD. PLAN _ PiiBLIC WORKS THERMOPLASTIC/PAINTED ROVE. DLFARTMENT CROSSWALK `Yf c 4 )J ! wr- w RK z ° ■ co DEPENDING ON SIZE OF ■ ■ I SIGN AND NUMBER OF 0 N SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL ADOPTM R- 380805 MY of MWC*d sTNdMM PLNA LMT OAM N� womwG 12 { CHECKED FOR COMPLIANCE TO CITY STANDARDS NOT FOR CONSTRUCTION VERTICAL: N 1986 CITY O F G R E E N L EA F HORIZONTAL: NAD 1 1983/1991 �" ha CHANNELIZATION PLAN RENTON DATUM Planning /Building /Public Works Dept. UTILITY PERMIT #14004398 12/30/201. DRMMM NQ CH -01 • 24" -1 J MIN. Z Z S2 D Q CLR. �^ M = Z o o Z) LO z M Lt. LA.- 00 4x4 w Li POST = Q o 48» TOP OF GROUND �- w ° o OR TOP OF CONIC. o SIDEWALK ° ■ co DEPENDING ON SIZE OF ■ ■ I SIGN AND NUMBER OF 0 N SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL ADOPTM R- 380805 MY of MWC*d sTNdMM PLNA LMT OAM N� womwG 12 { CHECKED FOR COMPLIANCE TO CITY STANDARDS NOT FOR CONSTRUCTION VERTICAL: N 1986 CITY O F G R E E N L EA F HORIZONTAL: NAD 1 1983/1991 �" ha CHANNELIZATION PLAN RENTON DATUM Planning /Building /Public Works Dept. UTILITY PERMIT #14004398 12/30/201. DRMMM NQ CH -01 • L 91 C31 s i Z D C o� m z z M D n • T 4 D O Z G1 Z C 3 M OM x ^; z x O 1- j 0 91 C31 s i D cn LLJ W z z U U J TOR D Q O ir U. Q w J Z W UJ C7 LaJ z W J GRADING ON LOTS 32 -34 MELROSE SHORT PLAT ROADWAY ELEVATIONS. TO BE INCLUDED WITH - - - CONTRACTOR TO COORDINATE GRADING WITH LEML= FUTURE GRADING PERMIT '''�•- - - ADJACENT PROPERTY OWNER. TOP 479 7Q TOP = 484.64 TOP= 485.50 TOP =488.08 TOP =491.63 TOP =490.89 TOE =473.79 TOE= 478.00 - I VE= 478.98 TOE =482.10 TOE =484.03 TOE =485.00 TOP= 470.50 - TOP =474.50 T0P = 480.00 TOP =482.30 TOP =485.00 TRACT A' TOE= 464.50 TOE= 470.50 TOE = 477.10 TOE =480.00 TOE= '90 (LANDSCAPE) A ' 8 7 6 5 4 3 2 1 a _ - PAD =� 3 � ± TO BE APPROVED FH T PAD =470.5 PAD =474.5 PAD -477.1 PAD -480.0 PAD =483.9 PAD =485.0 PAD =485.6 FOR CONSTRUCTION WATERING 0- �- 1 / f 7 U R � f f TOP= 470.50 TOP= 477.10 TOP = 480.00 TOP =482.30 TOP =485.00 ,. .. TOE= 464.50 TOE = 474.50 TOE= 477.10 TOE =480.00 TOE =483.90 CL I T'X STA 27+ 15.86 TOP 474.50 + S , - -- _S STA. 56 +32.27, _ ti TOE= 470.50 boa .. ♦ 477.97 481.96 475.04 480.30- - 483.03 r% 1 __ 27400 4, ROAD A __ 53 Ir 471.30 (RESIDENTIAL ACCESS) ® y RACT E 475.04 477.97 480.30 ;r"1.96_"3AvxJ{REC. AREA) 471.48 + 0 1Q� \n WETLAND LA N D E � ` �o CONSTRUCTION ENTRANCE PER STD 460.30 ----.- _ '" DETAIL 214.00 ON SHEET GR -03 •-. \ PAD =461.8 468.68 469.15 'Gl7 TOE =483.70 , + LO �S. \ TOP =461.75 9 _ TOE= 458.94 PAD =469.7 PAD =478.7 i r =454.88 TOE 458.94 TOP= 470.80 TOE-469.70 TOP =478.70 28 29 30 31 I LO TOE-467.90 TOE- 468.10 TOE- 477.10 � PAD =483.7 PAD =485.0 PAD =485.6 PAD =481.9 a: ... f _J TOP =459.82 457.40 TOP =� -00 3 1 TOE =453.80 _ 466.51 jOE= 469.70 TOE= .7 � TOE= 468.10 TOP =478.70 ' �- -� - _ PAD =458.6 TEMP 1:1 W w \ 1 {, PAD =468.1 PAD =477. 4 �� ....,.�1. _.__ ,�, -- �, : of TRACT D PAD =467.9 LOT SLOPE (TYP) .� Q \I TOP = 459.83 - - 26 OPEN SPACE/ _ _ U' _ � ( TOE- 453.83 TOP 458.90 TOP =467.90 cn TOE= 468.10 W Q \SENSITIVE AREAS) TOE= 456.10 TOE = 465.10' m U TOE= 465.20 TOE 474.20 BLOCK SIDE YARD WALLS p F. p $ > U d o U TO BE COVERED UNDER 4�T,r; 4 454.61 + Q SEPARATE BUILDING PER 1 �` Q TOP_ 459 60 TOP= 467.99 N J AR #� tai af TOE- 453.55 M WETLAND A / TOP= 458.90 TOE= 465.10 Q :5 TOP =468.10 _ _ S r Q i TOE= 456.10 463.46 rs 1 1 z TOE= 465.20 TOE =4 .2o EXISTING STRUCT E TOP 457.63 (n � TO REMAIN � TOE= 451.56 PAD =456.1 PAD =465.1 O PAD =465.2 . O w INTERCEPTOR SWALE WITH CHECK ALL DRAIN r WALL DRAIN 463, 55 TO CONNECT TO CB #21. (�.) ® I DAMS SEE DETAILS ON SHEET GR -03 (TYP) DETAIL ON SHEET GR -0 SEE o T C Q- TOP= 457.22 454.46 53 I ( A�o?E N 5 Ca4� TOE= 451.22 1 2 RAW 24 TEMPORARY CONSTRUCTION FENCE - 6' MAX. ROCK WALL. SEE PAD =465.1 463.14 pqp =465.1 O CLEARING LIMITS. SEE DETAIL DETAIL ON SHEET GR -04. PAD =456.1 PAD =4 4.1 ON SHEET GR -02 TOP= 486.00 TOP =486.53 TOP= 455.99 463.48 TOP= 484.79 TOE =484.63 TOE =486.00 TOE =449.97 TOE =483.48 0 TOP =484.40 ° TOE 482.88 a TOP =455.67 454.00 - k - - - ��_ / �° ! � 477.83 470.66 474.28 EMERGENCY l 13 463.89 466 . 98 VEHICLE GATE X \ PAD- 6.7 LOP =452.37 PAD =465.7 �464.56� t TOE =446.25 x 465.52 - r 466.99 0 474.28 5+ 77.83 6 +00 per- ROCKERY WALLS TO BE ToPs451.60 453.75 4 6.04 468.86 470.81- 25 EMERGENCY COVERED UNDER SEPARATE ! TOE 445.51 ACCESS AND SHARED BUILDING PERMIT 463.30 DRNEWAY ESMT. 14 467.50 l J - PAD= 456.4 PAD =465.4 -- TOP =448.53 TOE =442.44 � TOP =479.00 TOP= 482.50 25 , " 463.00 TOE- 475.40 TOE =479.00' TOP =447.75 453.50 465.00 � DRIP LINE OF TREE TOE =441.73 BLOCK WALL 1 5 2 21 22 SEE DETAIL THIS TO BE SAVED �'y'9 PAD -475.4 PAD =479.0 `3 :PAD =456.0 SHEET (TYP) PAD =4650 ���` PAD =482.5 , TOP =444 .98 . „4y r TOE =438.95 TOP =467.50 i TOP = _ TOP TOE =465.10 ��G� TOE =475.40 CLEARING LIMITS 17 , � TOE -479' ISTING STRUCTURE f • 3.04\ -•.� 1 6 PAD =467.5 9� 0 REMAIN i Pin =,ss. 1 4 � TOP � IT02=467 .so c� No K'vvoPF '� SILT FENCE TO BE PLACED AT TESC POND ACCESS ROAD. � � roE =465.10 j� , ' TO E=469-00 CLEARING LIMITS. SEE STD PLAN SEE DETAIL SHEET EG \01.� � � � � r�=47o.og 214.00 ON SHEET GR -03 7 434.25 ` � 25' WETLAND B � ♦ T� =�.� 19 TOP =470.00 l�roE =467.0o Pao =468.0 roE =489.00 R - A �OFP517E � w I TRACT C 1 8 ToP = 466.00 --- EXISTING STRUCTURE !STORMWATER), A0. 11 PAD =467.0 TOE= 468.00 TO REMAIN CONCRETE WALL IN POND / TEMP POND =PERM POND = t = PAD =469.0 � TOP 467.00 TO BE COVERED UNDER SEE SHEET PN -01 TOE =464.00 TOP =469.00 SEPARATE BUILDING PERMIT 1 ` FOR POND GRADING • `-- - TOP =x.45 TOE =469.00 ® --�- TOE =464.00 467.51 _ I• TOP-464.00 PAD =464.0 WALL LOCATED 2 ; TOE= 458.00 442.93 FROM PROPERTY LINE 462.50 3 0 l N ( •,,r• � PAD= 458.0 o ' WETLAND C - --- ROCK WALL ' + ,- ♦ 451.85 456.50. (TYp) TOP-464.%j4 � .... TOE =464.00 / y TRACT B TREE PROTECTION FENCING _ _ �� •� I SEE DETAIL ON SHEET GR -03 -all TOP =464.00 to F STS p�Nl A ! / i..i.'��•'..r .� - TOE =458.00 TEMP SEDIMENT POND RISER SEE DETAIL ON SHEET GR -03 Cd 2 WorlciV Days Betor You D� 811 0D)ff,0,MWA) l SILT FENCE TO BE PLACED ON POND L CONSTRUCTION FENCE BERM AS SEDIMENT POND DIVIDER, SEE 0 CLEARING LIMITS STD PLAN 214.00 ON SHEET GR -03 K �r CONSULTING ENGINEERS L L C 33400 8th Avenue South I ® I Suite 205 Federal Way, WA 98003 FUMIAL WAY (283) i39-1113 www.esmcivil.com EVERM 247 -90M Civil Engineering Land Surveying Land Planning 17.6 Public Works ( Project Monoga»ent I Landscape Architecture ESM JOB #258- 044 -013 X t WETLAND D I r� f' 0 FylST SUBMMffTAL 1 EARLY CLFMYNP t CMD11111IG IMJIR SlB/1'TAL 2 PLAN CHNlOE ;t 3 PLMI CMMIOE 4 IM/IR SUMIITAL N0. REVISION CATCH BASIN FILTER (TYP) PER STD PLAN 216.30 ON SHEET GR -03. 7--m SCALE: 1•=40 L ONE INCH AT RILL SCALE IF NOT ONE INCH SCALE ACCORD04GLY CLEARING LIMITS FILTER FABRIC FENCE CUTOFF SWALE INTERCEPTOR DITCH N.G.P.E. FENCE ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE EXISTING TREE TO REMAIN CONSTRUCTION SEQUENCE n SCALE: 1" = 40' Mill 01IIIIIIIIIII 40' 20' 0 40' a0' CONTOUR INTERVAL = 2' NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR -02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1. SCHEDULE A PRE - CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. 2. PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOUDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. 10 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 17. EXCAVATE AND CONSTRUCT STORMWATER POND. 18. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 19. CLEAN DETENTION SYSTEM AS NECESSARY. 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 21. COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES /BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. EARTHWORK QUANTITIES STRIPPING (ASSUMED 12") 10,350 CYDS CUT 20,500 CYDS FILL 17,500 CYDS NET CUT (NEAT LINE) 3,000 CYDS NOTE: ALL STRUCTURES ON SITE TO BE REMOVED. NOTES: PAD = STRUCTURAL GRADE 12" OF STRIPPING TO BE ADDED TO STRUCTURAL PAD. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. T.E.S.C. POND TABLE 6' MAX. ROCK WALL. SEE DETAIL ON SHEET GR -04. = 1.55 CFS INFLOW 100 / 15 MINUTE WALL LOCATED 2' FROM PROPERTY LINE = 3,224 SF SURFACE AREA PROVIDED = 7,040 SF TOP =472.32 TOE-466.32 TOP = 477.83 TOE= 471.83 TOP= 484.34 TOE = 478.00 TOP= 485.09 TOE = 478.59 TOP-487.35 `TOP =490.75 TOE - 481.35 TOE =484.12 TOP =491.09 TOE-483.79 EMERGENCY SPILLWAY WIDTH GRADING IS BASED ON THE APPROVED LEGEND GRADING ON LOTS 32 -34 MELROSE SHORT PLAT ROADWAY ELEVATIONS. TO BE INCLUDED WITH - - - CONTRACTOR TO COORDINATE GRADING WITH LEML= FUTURE GRADING PERMIT '''�•- - - ADJACENT PROPERTY OWNER. TOP 479 7Q TOP = 484.64 TOP= 485.50 TOP =488.08 TOP =491.63 TOP =490.89 TOE =473.79 TOE= 478.00 - I VE= 478.98 TOE =482.10 TOE =484.03 TOE =485.00 TOP= 470.50 - TOP =474.50 T0P = 480.00 TOP =482.30 TOP =485.00 TRACT A' TOE= 464.50 TOE= 470.50 TOE = 477.10 TOE =480.00 TOE= '90 (LANDSCAPE) A ' 8 7 6 5 4 3 2 1 a _ - PAD =� 3 � ± TO BE APPROVED FH T PAD =470.5 PAD =474.5 PAD -477.1 PAD -480.0 PAD =483.9 PAD =485.0 PAD =485.6 FOR CONSTRUCTION WATERING 0- �- 1 / f 7 U R � f f TOP= 470.50 TOP= 477.10 TOP = 480.00 TOP =482.30 TOP =485.00 ,. .. TOE= 464.50 TOE = 474.50 TOE= 477.10 TOE =480.00 TOE =483.90 CL I T'X STA 27+ 15.86 TOP 474.50 + S , - -- _S STA. 56 +32.27, _ ti TOE= 470.50 boa .. ♦ 477.97 481.96 475.04 480.30- - 483.03 r% 1 __ 27400 4, ROAD A __ 53 Ir 471.30 (RESIDENTIAL ACCESS) ® y RACT E 475.04 477.97 480.30 ;r"1.96_"3AvxJ{REC. AREA) 471.48 + 0 1Q� \n WETLAND LA N D E � ` �o CONSTRUCTION ENTRANCE PER STD 460.30 ----.- _ '" DETAIL 214.00 ON SHEET GR -03 •-. \ PAD =461.8 468.68 469.15 'Gl7 TOE =483.70 , + LO �S. \ TOP =461.75 9 _ TOE= 458.94 PAD =469.7 PAD =478.7 i r =454.88 TOE 458.94 TOP= 470.80 TOE-469.70 TOP =478.70 28 29 30 31 I LO TOE-467.90 TOE- 468.10 TOE- 477.10 � PAD =483.7 PAD =485.0 PAD =485.6 PAD =481.9 a: ... f _J TOP =459.82 457.40 TOP =� -00 3 1 TOE =453.80 _ 466.51 jOE= 469.70 TOE= .7 � TOE= 468.10 TOP =478.70 ' �- -� - _ PAD =458.6 TEMP 1:1 W w \ 1 {, PAD =468.1 PAD =477. 4 �� ....,.�1. _.__ ,�, -- �, : of TRACT D PAD =467.9 LOT SLOPE (TYP) .� Q \I TOP = 459.83 - - 26 OPEN SPACE/ _ _ U' _ � ( TOE- 453.83 TOP 458.90 TOP =467.90 cn TOE= 468.10 W Q \SENSITIVE AREAS) TOE= 456.10 TOE = 465.10' m U TOE= 465.20 TOE 474.20 BLOCK SIDE YARD WALLS p F. p $ > U d o U TO BE COVERED UNDER 4�T,r; 4 454.61 + Q SEPARATE BUILDING PER 1 �` Q TOP_ 459 60 TOP= 467.99 N J AR #� tai af TOE- 453.55 M WETLAND A / TOP= 458.90 TOE= 465.10 Q :5 TOP =468.10 _ _ S r Q i TOE= 456.10 463.46 rs 1 1 z TOE= 465.20 TOE =4 .2o EXISTING STRUCT E TOP 457.63 (n � TO REMAIN � TOE= 451.56 PAD =456.1 PAD =465.1 O PAD =465.2 . O w INTERCEPTOR SWALE WITH CHECK ALL DRAIN r WALL DRAIN 463, 55 TO CONNECT TO CB #21. (�.) ® I DAMS SEE DETAILS ON SHEET GR -03 (TYP) DETAIL ON SHEET GR -0 SEE o T C Q- TOP= 457.22 454.46 53 I ( A�o?E N 5 Ca4� TOE= 451.22 1 2 RAW 24 TEMPORARY CONSTRUCTION FENCE - 6' MAX. ROCK WALL. SEE PAD =465.1 463.14 pqp =465.1 O CLEARING LIMITS. SEE DETAIL DETAIL ON SHEET GR -04. PAD =456.1 PAD =4 4.1 ON SHEET GR -02 TOP= 486.00 TOP =486.53 TOP= 455.99 463.48 TOP= 484.79 TOE =484.63 TOE =486.00 TOE =449.97 TOE =483.48 0 TOP =484.40 ° TOE 482.88 a TOP =455.67 454.00 - k - - - ��_ / �° ! � 477.83 470.66 474.28 EMERGENCY l 13 463.89 466 . 98 VEHICLE GATE X \ PAD- 6.7 LOP =452.37 PAD =465.7 �464.56� t TOE =446.25 x 465.52 - r 466.99 0 474.28 5+ 77.83 6 +00 per- ROCKERY WALLS TO BE ToPs451.60 453.75 4 6.04 468.86 470.81- 25 EMERGENCY COVERED UNDER SEPARATE ! TOE 445.51 ACCESS AND SHARED BUILDING PERMIT 463.30 DRNEWAY ESMT. 14 467.50 l J - PAD= 456.4 PAD =465.4 -- TOP =448.53 TOE =442.44 � TOP =479.00 TOP= 482.50 25 , " 463.00 TOE- 475.40 TOE =479.00' TOP =447.75 453.50 465.00 � DRIP LINE OF TREE TOE =441.73 BLOCK WALL 1 5 2 21 22 SEE DETAIL THIS TO BE SAVED �'y'9 PAD -475.4 PAD =479.0 `3 :PAD =456.0 SHEET (TYP) PAD =4650 ���` PAD =482.5 , TOP =444 .98 . „4y r TOE =438.95 TOP =467.50 i TOP = _ TOP TOE =465.10 ��G� TOE =475.40 CLEARING LIMITS 17 , � TOE -479' ISTING STRUCTURE f • 3.04\ -•.� 1 6 PAD =467.5 9� 0 REMAIN i Pin =,ss. 1 4 � TOP � IT02=467 .so c� No K'vvoPF '� SILT FENCE TO BE PLACED AT TESC POND ACCESS ROAD. � � roE =465.10 j� , ' TO E=469-00 CLEARING LIMITS. SEE STD PLAN SEE DETAIL SHEET EG \01.� � � � � r�=47o.og 214.00 ON SHEET GR -03 7 434.25 ` � 25' WETLAND B � ♦ T� =�.� 19 TOP =470.00 l�roE =467.0o Pao =468.0 roE =489.00 R - A �OFP517E � w I TRACT C 1 8 ToP = 466.00 --- EXISTING STRUCTURE !STORMWATER), A0. 11 PAD =467.0 TOE= 468.00 TO REMAIN CONCRETE WALL IN POND / TEMP POND =PERM POND = t = PAD =469.0 � TOP 467.00 TO BE COVERED UNDER SEE SHEET PN -01 TOE =464.00 TOP =469.00 SEPARATE BUILDING PERMIT 1 ` FOR POND GRADING • `-- - TOP =x.45 TOE =469.00 ® --�- TOE =464.00 467.51 _ I• TOP-464.00 PAD =464.0 WALL LOCATED 2 ; TOE= 458.00 442.93 FROM PROPERTY LINE 462.50 3 0 l N ( •,,r• � PAD= 458.0 o ' WETLAND C - --- ROCK WALL ' + ,- ♦ 451.85 456.50. (TYp) TOP-464.%j4 � .... TOE =464.00 / y TRACT B TREE PROTECTION FENCING _ _ �� •� I SEE DETAIL ON SHEET GR -03 -all TOP =464.00 to F STS p�Nl A ! / i..i.'��•'..r .� - TOE =458.00 TEMP SEDIMENT POND RISER SEE DETAIL ON SHEET GR -03 Cd 2 WorlciV Days Betor You D� 811 0D)ff,0,MWA) l SILT FENCE TO BE PLACED ON POND L CONSTRUCTION FENCE BERM AS SEDIMENT POND DIVIDER, SEE 0 CLEARING LIMITS STD PLAN 214.00 ON SHEET GR -03 K �r CONSULTING ENGINEERS L L C 33400 8th Avenue South I ® I Suite 205 Federal Way, WA 98003 FUMIAL WAY (283) i39-1113 www.esmcivil.com EVERM 247 -90M Civil Engineering Land Surveying Land Planning 17.6 Public Works ( Project Monoga»ent I Landscape Architecture ESM JOB #258- 044 -013 X t WETLAND D I r� f' 0 FylST SUBMMffTAL 1 EARLY CLFMYNP t CMD11111IG IMJIR SlB/1'TAL 2 PLAN CHNlOE ;t 3 PLMI CMMIOE 4 IM/IR SUMIITAL N0. REVISION CATCH BASIN FILTER (TYP) PER STD PLAN 216.30 ON SHEET GR -03. 7--m SCALE: 1•=40 L ONE INCH AT RILL SCALE IF NOT ONE INCH SCALE ACCORD04GLY CLEARING LIMITS FILTER FABRIC FENCE CUTOFF SWALE INTERCEPTOR DITCH N.G.P.E. FENCE ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE EXISTING TREE TO REMAIN CONSTRUCTION SEQUENCE n SCALE: 1" = 40' Mill 01IIIIIIIIIII 40' 20' 0 40' a0' CONTOUR INTERVAL = 2' NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR -02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1. SCHEDULE A PRE - CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. 2. PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOUDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. 10 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 17. EXCAVATE AND CONSTRUCT STORMWATER POND. 18. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 19. CLEAN DETENTION SYSTEM AS NECESSARY. 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 21. COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES /BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. EARTHWORK QUANTITIES STRIPPING (ASSUMED 12") 10,350 CYDS CUT 20,500 CYDS FILL 17,500 CYDS NET CUT (NEAT LINE) 3,000 CYDS NOTE: ALL STRUCTURES ON SITE TO BE REMOVED. NOTES: PAD = STRUCTURAL GRADE 12" OF STRIPPING TO BE ADDED TO STRUCTURAL PAD. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. T.E.S.C. POND TABLE SUB BASIN AREA = 6.50 AC INFLOW 2 YR 15 MINUTE = 1.55 CFS INFLOW 100 / 15 MINUTE = 5.48 CFS SURFACE AREA (REQ'D) = 3,224 SF SURFACE AREA PROVIDED = 7,040 SF TOP BERM ELEV. = 440.00' TOP OF RISER PIPE = 437.00' EMERGENCY SPILLWAY ELEV. = 438.00' EMERGENCY SPILLWAY WIDTH = 6.0' POND BOTTOM ELEV. = 435.00' POND TOP LENGTH = 82' POND TOP WIDTH = 26' ORIFICE DA. = 3 3/8" DEWATERING TUBE DIA. = 6.00' RISER PIPE DW. = 12.00" CHECKED FOR COMPLIANCE TO CITY STANDARDS VZ40 11S_ -z/.z rh I;- MVD 19M 1 HORIZO 983/1991 CI TY OF GREEN LEAF NTAL: W ,► RENTON GRADING & T.E.S.C. PLAN DATU M Planning /Building /Public Works Dept. r UTILITY PERMIT #14004398 W. GR-01, Z 0 Z C m m n O D Z Z C 3 CD m n 0C rr �. �.. = > r> W 0�0 O 'T1 LAJ Q z w 0 W Z W J EROSION /SEDIMENTATION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 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. 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 OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. 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. 15. 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. 16. PRIOR TO THE 3. THEBOUNDARIESOfTHECLEARINGUMITSANDAREAS OFVEGETATIONPRESERVATIONAS PRESCRIBED BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC ONE WEEK OF THE BEGINNING OF FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE AREAS TO BE SEEDED AND SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE TO REMAIN UNCOVERED SHALL BE SUBMITTED WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE FOR REVIEW. CONDITIONS, UNEXPECTED STORM EVENTS, OR NON - COMPLIANCE WITH THE ESC 4 MYLAIR StlBMIlTTAL CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE 1t, A114 PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D -69). IF NON - COMPLIANCE WITH �I� v/ REVISION BY DATE THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN DUST BE UPDATED WITHIN 48 PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE HOURS (FAILURE TO DO SO COULD RESULT IN A "STOP WORK" ORDER AS Z CONJUNCTION WITH SEEDING. APPLICANT /ESCSUPERVISOR FOR THE DURATION OF CONSTRUCTION. NO GROWTH INHIBITING DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. J4. CELLULOSE FACTORS PER 1000 SF OR IMPLEMENTATION OF THE ONSiTE CHANGES MUST OCCUR WITHIN 5 DAYS. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF UNLESS THE APPLICATION RATE IS AT LEAST a ACRE CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL FIBERS CAN BE EFFECTIVE AT LOWER MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS S REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS � NO VISIBLE WATER OR ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. MORE EFFECTIVE CONTROL CAN BE OBTAINED BY SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3". EXCELLENT THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A O 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND PURCHASED FROM 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 LANDSCAPING BECAUSE IT CAN BE DIRECTLY IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. '^ WASTE HANDLING TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT AMENDMENT. SOURCES FOR COMPOST ARE v� PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A 06 FOR MARKETING RECYCLABLE MATERIALS AT SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS (206) 296 -4439. CHIPPED SITE COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, WET SEASON PROVISIONS Q VEGETATION MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL THICKNESS DEBRIS FROM CLEARING AND GRUBBING, AND IT Q SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET O BURNING. GENERALLY, IT SHOULD NOT BE USED SEASON (OCTOBER 1 -APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. INTENDED TO BE MINIMUM REQUIREMENT'S TO MEET ANTICIPATED SITE CONDITIONS. AS 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER IT IS NOT RECOMMENDED WITHIN 200 FEET OF CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN LL PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES SHORTLY AFTER MULCH, THE DECOMPOSITION OF (SECTION D.3.2). Q WILL BE NECESSARYTO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED w IMPORTANT TO GRASS ESTABLISHMENT. DURING THE COURSE OF CONSTRUCTION, R SHALL BE THE OBLIGATION AND FOR MORE THAN 12 HOURS (SECTION D.3.2). J RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED Z CREATED BY THE ACTMTIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE ON SITE (SECTION D.3.2). MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND W WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED W WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDI M ENTATI ON CONTROL ONLY. IT DOES NOT 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). r� CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, v RESTRLCTORS, CHANNELS, OR RETENTION FACILITIES. 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). 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH UNLESS THE SITE IS UNDERLAIN BY COARSE- GRAINED SOIL (SECTION D.3.4.2). 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WfTH THE APPROVED ESC COVER METHODS (E.G., 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR SEEDING, MULCHING, PLASTIC COVERING, ETC.). THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS gyp, PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SURFACE WATER DESIGN MANUAL. SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 11. ANY AREA NEEDING ESC MEASURES, NOT REQULRINQ IMMEDIATE ATTENTION, SHALL BE 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY ADDRESSED WITHIN SEVEN (7) DAYS. (SECTION D.5.4). 12. 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. 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 OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. 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. 15. 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. 16. 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. 2 -3 TONS PER ACRE 4 MYLAIR StlBMIlTTAL cr z workr,o Days error You CV 811 WArAna;wN IL 7 r 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. 0 CONSULTING ENGINEERS L L C mm 40 Ot Avenue South 10 ( I I Suite EARLY CLE*AM & a� LfflM Federal Way, WA 98003 E FEDEJML INY (253) iJt -1113 www.esmcivii.com (425) 297 -99M Civil Engineering Lond Surveying Land Planning Public Works I Project Monogelnent I Landscape Architecture ESM JOB #258 -044 -013 IL 7 r 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. 0 F'W SLO TAL ESM APPLICATION 1 EARLY CLE*AM & a� LfflM ESM E STRAW 2 PLAN CHANCE /1 Eli M4 4 UNDESIRABLE SEED 3 PLAN CF #AW #2 ESM AND COARSE MATERIAL 2 -3 TONS PER ACRE 4 MYLAIR StlBMIlTTAL ESM 1t, A114 BLOWN STRAW. STRAW SHOULD BE CRIMPED TO N0. REVISION BY DATE I APPR DESIGNS DRAWN: Q CHECKED: APPROVED: Nm ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MULCH STANDARDS AND GUIDELINES MULCH QUALITY APPLICATION MATERIAL STANDARDS RATES REMARKS STRAW AIR - DRIED; FREE FROM 2" -3" THICK; 2 -3 COST- EFFECTIVE PROTECTION WHEN APPLIED UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAND- APPLICATION AND COARSE MATERIAL 2 -3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN 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. VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 8' - 10' nA1 %1A►11-7r -n ui1r%r J 1 LLL. 1 LI11 .I L. r V.J 1 OR 2' x 2' WOODEN POST r TEMPORARY CONSTRUCTION FENCE DETAIL NOT TO SCALE !4, R CITY OF RENTON Planning /Building /Public Works Dept. * .n ; J R- 380807 CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF GRADING & T.E.S.C. DETAILS & NOTES UTILITY PERMIT #14004398 am- 1?,/30/201 GR-02' Er: o s • L z C m Z 71 m D '11 l.! ,z Z D t L I L 3 L 7 J J l O D Z G1 Z C m x ^; J 77 j 0 yT�1 U O m D LLJ U) Z LJ J �I D Q O w J Z W W a: 0 W z W t JOIIM>t N PUM MMtc MAIL N OPLMD AT llt i 6111111111 Q f>�a1T1GATTA0H1 i+AriCTDIIONi i r rmAu 1199T W A CMIM E 003WAMM Tnr Ar v1■tE �AeoAar III 2•Ldt' 8Y i� 4a. VIHRE CNR EOUNYALENT, IF I TANDARO ` STRENGTH FA■RIG UED FILTER FAMW -� 1 1 I I �I MMNMIUM 454" TRENCH 9ACKFILL TWNCH VOT'H NATIVE am ?W WOOD PMTS, STEEL FENM POE1fIS. AMW OR RMNALENT i Tti ,>. CF USE 1.1. SIT FgN10E RIMY BE USED DOW11MILOPE OF ALL DNPIIJ� AREAS. 1.2- OLT FBC'E r NOT IMITENCW TO TREAT fTiMTEO FLOWS, NOR 18 IVTENDED TO TREAT &ASTANTUIL AMOUNTS OF OVERLAND FLOW. AM1l FLOW MOST E CON40EIE0 THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. L OAIBII AM SMfALt�Ti011ICAlI 2-1. THEOMMME SITE MOITT NET TEE STMT M0 USTE0 BELLOW. A aWY OF THE MANUFACTURER'S FAMC: WIF01FICATIONS MOST BE 2.Z 9TM42AID 8TMWOWF1 PAIw01i6a6N ANUS MOVN3 M INCREASE THE STRENGTH OF THE RMICE. WIRE SAONGNG OR CLOWR POST EMCM43 MAY E 11011Ql1� Fat ORIi1 SIR88101TH FAE4IC IF FNLD PERFOR I MICE WARRAP" A 9TRp WER FENCE. 2.1 111 EE THE IiCE IS INrALLED. TIE OWN INN A &.NOT M NTEIEW TH4AN21I 2.4. F A TYMI.A . OLT PIINCM i U01011, THE STANDMO 411A TIIICH MRY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE E rE1.L SUIRRM AM SECURE M A TRENC1 THAT STA WWI THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. L ISIMIRZ STNO 11. ANY DAY11E: SHALL E R NFANI I MEMTI u F CONC@IIIMTED FLOES ARE EVMW UPHILL 00 THE FIBNG , THEY MUST BE INTERCEPTED AND CON WYED TO A SE13RENT TRAP OR POND. 3.1 R 13 MMW Mr TO CRErK TEE t/1EL SIDE OF 11 HE FlCE POR OF THE FENCE CLO©OMIG AND ACTBIG AS A BANNER TO FLOW AND THBII CALi O A110N1 OF ROAM PARALLNRL TO THE FACE. IF THE CGICIL1119, REPLACE THE FENCE OR ReNDVED THE TRAP ART. 34. SIT MIST M F�®IMWI �I W 6 @CH W HIGH. L& F TIE FILTER FABRIC " E) IMB DEIM1NIId1ATED DUE To ULTRAVIOLET BRiEAKDOWH, IT SHALL BE REPLACED. 0 I' L . H 1 C kr O K K S SILT FENCE M. PLAN - 814,•00 -m:IwL 2A M><i1:�71 -s II cp xI 11w J_ (ASt11dIJiSy IGQ:IC+I VA oil Eft u;DRICS W 1 LP I'lA1MM Mr11 r it rA Uis' 1 3 �� : AAMOd1 m 45TA' 34731s�15 _�I;Lles. wk raw s- imalr.4wic ewI ILIaIAL SMUw I L:.SpIlO6R1; b11L KV 51APA2i1tDsMWKM WWAG 1!4i 1 l ULMI;As I vim 4'.0 Wit. tMivll:IP I k Ak31Y 1�/1�• -! 1 A . LL ARIA 2.Z 9TM42AID 8TMWOWF1 PAIw01i6a6N ANUS MOVN3 M INCREASE THE STRENGTH OF THE RMICE. WIRE SAONGNG OR CLOWR POST EMCM43 MAY E 11011Ql1� Fat ORIi1 SIR88101TH FAE4IC IF FNLD PERFOR I MICE WARRAP" A 9TRp WER FENCE. 2.1 111 EE THE IiCE IS INrALLED. TIE OWN INN A &.NOT M NTEIEW TH4AN21I 2.4. F A TYMI.A . OLT PIINCM i U01011, THE STANDMO 411A TIIICH MRY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE E rE1.L SUIRRM AM SECURE M A TRENC1 THAT STA WWI THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. L ISIMIRZ STNO 11. ANY DAY11E: SHALL E R NFANI I MEMTI u F CONC@IIIMTED FLOES ARE EVMW UPHILL 00 THE FIBNG , THEY MUST BE INTERCEPTED AND CON WYED TO A SE13RENT TRAP OR POND. 3.1 R 13 MMW Mr TO CRErK TEE t/1EL SIDE OF 11 HE FlCE POR OF THE FENCE CLO©OMIG AND ACTBIG AS A BANNER TO FLOW AND THBII CALi O A110N1 OF ROAM PARALLNRL TO THE FACE. IF THE CGICIL1119, REPLACE THE FENCE OR ReNDVED THE TRAP ART. 34. SIT MIST M F�®IMWI �I W 6 @CH W HIGH. L& F TIE FILTER FABRIC " E) IMB DEIM1NIId1ATED DUE To ULTRAVIOLET BRiEAKDOWH, IT SHALL BE REPLACED. 0 I' L . H 1 C kr O K K S SILT FENCE M. PLAN - 814,•00 �t!#4w� wozo5 of All �` I O 4610,X.14 A TFNS = STWNM,Ta 1 AST1,A rrtA ► : f0 rs M STEMS -: E- 0NCATIOA A5TV D*32 3D4 WA.X I 1 rN iu ,LST 4T.rwa I asw m7wi -Aml DMAEMA11fS SMALL N PAYED 11D IIHE EDGE 45TA' 34731s�15 OF W" t+RIOR TO OMTTALLAMON OF 7W lop } lop OOfslTFK=TMN EirRAIIIC2: TOMIUD www.esmcivil.com EVERM (4225) "7 -"W DiMPANG OF THE ROADWAY Land Surveying Land Planning R IS IE(SD THAT THE A s S♦ rK � � �� ,, ENTRANCE K CRD WWO 90 TWT ` RUNOFF ORMN6 QFF TF£ PAD �t!#4w� wozo5 of All �` I O 4610,X.14 A TFNS = STWNM,Ta 1 AST1,A rrtA ► : f0 rs M STEMS -: E- 0NCATIOA A5TV D*32 3D4 WA.X I 1 rN iu ,LST 4T.rwa I asw m7wi -Aml 4w m Ki 45TA' 34731s�15 J S STA V 71ARC SIC' = 51Z Z OdIMI AIW IIWT/ILjAI�I 21. HOG MAIL (WOOC► §A� MIU I MAY E SU011511 I I U I w FOR OR COM BIHM VATH GIU AIRY WALLS IN ARIES THAT WILL DOT BE UED FOR PIERIIIIAN1w ROAM- HOG FUEL Re NOT 1111pr n EMOE0 FOR ENTRANCE STABILIZATION N UAR M AREAS. THE IRILWPECTOR MAY AT ANY IM ROOM TIE UK OF OUAMY SPALLA F THE HOG FUEL IS NOT PRE VEIIf M BEDIRYEINfr mom BEND TRAcxm ONTO PIAV fT OR F THE HM PAIL K Salle ca1rIIND ONTO PAVE ff. 2.2 FENCOM94MIMPATALLWAS NEME111111AW TO RESTRICT TRAFFIC TO 11 E CONSIMCTION ENTRANCE 2.1 I M3Wt4ER POSE. TFE @fTAAMCE MALL BE CDWv UCTED ON A MM, 001i1PAICTED SMRADE. 7HO CAN SUBSTANTIALLY M AE THE MIR01EMNSCWTINE PAD Im too" THE NEED FOR MANTEN/INII•.E. 3. fT>MIAIRRC! 1 NIA 11 wOi 3.1. QUAWY WOOS SHALL BE ADO® F THE PAO IS NO LONOM N A=*V)lANCE MATH THE SPECIFICATIONS. 32 F THE WffIWDE t NOT PIIEVBfTM10 S�EMT �eI IS TRACKED CNlfTO PAVEMENT, THE! ALTERNATIVE MEASURES ES TO KEEP THE STIEM FlBS OF SEOBENT IHMLL BE UBEO. THIS AMY N1CLUM STMET SMIEERM, AN INCREASE IN THE DwElISIONd OF THE EMTI #A=. OII TfW 06TALLATI1 OF THE WHM MAN. F VAMP *W IS USED. IT VI W DONE ON AN AREA COVERED WITH C RUI RM RCKK AND 1111IN4ID VATJM SHALL 0!Mlti TO A SEDIMENT TRAP OR POND. 3d ANY SION01iIIT THAT 13 TRWAMW ONTO FAVE :NT SwAIL, BE REMOVED INN EDNTELY BY SMREEPNG. THE SEDIMENT COLLECTED BY WAVEPNa SKALL BE IBIpM® OR STAN&® ON Off . THE PAVEMENT OWLL NOT BE MEAMED BY WASHM DOMIM THE WMEET, D11�T 4lIRREIII S»PNO W M11SleCTIVE AND TIRES IS A TRIIMAT TO PUBLIC SAPEIY. F R GARY TO V 1 0H1 THE STR 1 TS, A SMALL SUMP MLJSf E CONDUCTED. THE @E�R WOULD THEN BE WASHED MO THE SUMP WHERE rT CAN BE CONTROLLED AND D1111101N1KfED APPI110~1 ELY. 3.4. ANY OLWJW SPALLS THAT ARE LAOSEMED FR M THE P1AD AND END UP ON THE ROIADWAY SWILL BE REMOVED MbED1A115LY. 85. IF VEHMM AM ENTEIWIO OR EWMG THE SfTW AT POINTY, OTHER THAN THE OCINSTRUCTI ENTRANCEP). FENO N}G 0 4ALL BE 11WTALLEID TO CONTROL TIIAFFIC. I' L. H 1 C W OR K IN STABILIZED DEFARTMEY T E cr Z workrV oays odor. YOU ob 811 u... lAdw9r,ou,d l oaftn c«Mw aDOLMcawN SM. PLW - 816.10 MAPC--� 200h 2:1 SLOPES f'} �s 5 DOCK MUST OOMM'LETELY COMA! THE aarrau AM s MS OF THE WCH T1 (� L - 71 E D19TANM 2LM21 THAT POOM A AND O AM OF BMW ELE11KIM a / i L r ' Ncrrm 1. COMDrTION OF LME 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO IMO FROM PONDS, OR TRAP& 1.2. To CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AIEAd AROU ND THE SITE TO A NON- EMOSIVE DACIYNEE P wr. 2. 1WNTWNAMCE STANDAiN 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 80 THAT THE CHANNEL N RE'BTIORM TO ITS ORIGINAL DIMM CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIOMS OF SCOU RM AND EI1106M OF THEM AND MM M F SCGOUWQ ARID EMOSION HAS 0=RRED, AFFECTM AREAS SHALL 143E PROrrECTro BY Rtlrw OR Md EIBDaON CIRIMOL BLANKET. 1' L. H 1. C 1e0RKI CNECM DAPS SM. PLAN - 817A0 DEFARTI EYE C OPEC" PAAkC'-A Ar �. OI AKWE GIUM - -\ TNIA GRATE FIRAME }5 ! 9EDIMBiTANDl7®1:9 -.. a -'- - OIIENi.DAN lNAA1A r L � aELOW IIEEr 911M7E DE11ft,E F L7Ei� J' II � 1 5 1 r 4 • IIECTION VLW DROJVE GMIE RECTANIGLILAR GRATE 11IM MINA �`� t mmm(rv*.I J\ l . \`1 Ni BELaMr MEET GRATE nEYICE '; olrrFtR,ow 6rP,Ar t�J 1A 11 IMB>tT>•i ti� NgTRlls 1 _ 91= Ow ftftw W40 Ntw Dg (SHED! ibrt o alolwt tewra>rnKkwe a tr arAw 2. The BIRO ~ hlllYa a bu&w Ngh-aw nlNief splUm (ollrftw bypAN} 3. The latletlai sin mod ebbw IfomrM d the SIB Mmnt Opill!IE the adaeord omrAVill. 41 Pfadam nmintAn in aaowtl■IIw v0 Skwid■Id piaS- M.Xift I' L . H 1. C V O K K S CATCH EJUNN FILTER SM. �M - 216M DEFARTME T PAARC-i 200h o FWT sueAffrK I EMLY CLEAIM ! CItlIDm IMAR S1NMRAL 2 PLAN CHMIOE /1 3 PLAN CMWICE 4 AMMt SIJ@Mf1TAL N0. REVISION ` 1..91401- - *.I IuROr1I - f ' C T J J RISER PPE - r Y `t tit PEE CREST OF 8 MNV. WIDTH aPLLtt1ySY);KIIIGI( SPILLWAY OMAT TV WIN �I' TtHltall ttAOC - 1- VON. EM MIIQMTCONIVGM 1696. EtAIRl�14 OQ11112E r 5ti 1' _ _ - _ - _ - j PEt:WW 1M1ERML8 RICH AS ORAVIL OR CLEAN 9MID SWILL. HOT W UWD. FL � T =r - � I -I I -I I - I I I- I I III- • fr -� �� _ +� aT FENO� I- INN ItTaRR�G tN INS04AAWTO STABILUED BoUTAALA3rr MWER gono�T IE RAW ootw - -TANtx, UUR ET aR LEM SPREADER � NORW 1. caRlorf of USE 1.1. A SEDIMENT POND SHALL E LGM `WNM THE 10061 TRMIJrNYt3 DFiAINACE AMA 18 3 ARSES OR MCINE. 2. oN 4010 BtTALLAU=10111 ,7CATitNr 2.1. THE POND SHALL BE DMOM INTO TI Ib RIOUIWLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLIO�/0 MOVEMENT OF MRNTER BETWEEN CRIS THE DMOER SHALL BEAT LEAST ONE HALF OF THE HE 12MT OF THE RISER. MIRE -BACK 2-TD S FOOT MIN& EXTRA STR@WM FLTIJL FAN IVC SUPPORTED BY TREATED 47(4"* MAY BE USED AS A DIVIDER. ALTERNATIVELY. S'TPJMD STRAW STILES SNUFF® WITH FLTER FABRIC WRY BE UOED 22 E 11E PCM t 1101E THAN B FEET 10ill P, A Der �INIBM MIST BE PROIX) ED. 2.2. TO AD N DETEAMINd0 SEOMW DEPTH, ONE�OOIT INRTERI/ALS SHALL BE PROMINENTLY MARIED ON THE RIER. i BTAISIAA� 3.1. SEDB@fT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 32 ANY DAMAGES TO THE POND BEAINi@rY! OR SIMPLES SHALL BE REPL ACED. E I' L. H I . (; Tr () K K ti TD S. PLAN - 216.00 � SEDIrEMT POND PLAN YIEw N1 A 200h DEPARTMEr� T A/� 1 MOl i L�AEL aDWTM - �/T 2:1 MINX. SLOPE 50%9 VNIGM �11111 ON SLUM GIMOEArr 10101�10111 1. 1010111111101110111 OF USE 1.1. R6OUIFED AT: 1.1.1. THE TOP OF PL.L SLOPE$ N E WAM OF 31HA V ANO WITH MORE TH M 20 FEET OF VERTICAL RELEF. 1.12 AT MM" ANY SLOPES THAT EXCEMS THE NAB ISK MB VECIFIED BELLOW. AVB AGESLOPE CONSULTING ENGINEERS LLC FLOWPATH LENGTH 334M 8th Avenue South I ® I I I 3 -3% Suite 205 ' 10 TO :1V Federal Way, WA 98003 2W FEET FEOE11i1L tMY (253) ii -RIPS www.esmcivil.com EVERM (4225) "7 -"W Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #258 -044 -013 2:1 SLOPES f'} �s 5 DOCK MUST OOMM'LETELY COMA! THE aarrau AM s MS OF THE WCH T1 (� L - 71 E D19TANM 2LM21 THAT POOM A AND O AM OF BMW ELE11KIM a / i L r ' Ncrrm 1. COMDrTION OF LME 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO IMO FROM PONDS, OR TRAP& 1.2. To CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AIEAd AROU ND THE SITE TO A NON- EMOSIVE DACIYNEE P wr. 2. 1WNTWNAMCE STANDAiN 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 80 THAT THE CHANNEL N RE'BTIORM TO ITS ORIGINAL DIMM CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIOMS OF SCOU RM AND EI1106M OF THEM AND MM M F SCGOUWQ ARID EMOSION HAS 0=RRED, AFFECTM AREAS SHALL 143E PROrrECTro BY Rtlrw OR Md EIBDaON CIRIMOL BLANKET. 1' L. H 1. C 1e0RKI CNECM DAPS SM. PLAN - 817A0 DEFARTI EYE C OPEC" PAAkC'-A Ar �. OI AKWE GIUM - -\ TNIA GRATE FIRAME }5 ! 9EDIMBiTANDl7®1:9 -.. a -'- - OIIENi.DAN lNAA1A r L � aELOW IIEEr 911M7E DE11ft,E F L7Ei� J' II � 1 5 1 r 4 • IIECTION VLW DROJVE GMIE RECTANIGLILAR GRATE 11IM MINA �`� t mmm(rv*.I J\ l . \`1 Ni BELaMr MEET GRATE nEYICE '; olrrFtR,ow 6rP,Ar t�J 1A 11 IMB>tT>•i ti� NgTRlls 1 _ 91= Ow ftftw W40 Ntw Dg (SHED! ibrt o alolwt tewra>rnKkwe a tr arAw 2. The BIRO ~ hlllYa a bu&w Ngh-aw nlNief splUm (ollrftw bypAN} 3. The latletlai sin mod ebbw IfomrM d the SIB Mmnt Opill!IE the adaeord omrAVill. 41 Pfadam nmintAn in aaowtl■IIw v0 Skwid■Id piaS- M.Xift I' L . H 1. C V O K K S CATCH EJUNN FILTER SM. �M - 216M DEFARTME T PAARC-i 200h o FWT sueAffrK I EMLY CLEAIM ! CItlIDm IMAR S1NMRAL 2 PLAN CHMIOE /1 3 PLAN CMWICE 4 AMMt SIJ@Mf1TAL N0. REVISION ` 1..91401- - *.I IuROr1I - f ' C T J J RISER PPE - r Y `t tit PEE CREST OF 8 MNV. WIDTH aPLLtt1ySY);KIIIGI( SPILLWAY OMAT TV WIN �I' TtHltall ttAOC - 1- VON. EM MIIQMTCONIVGM 1696. EtAIRl�14 OQ11112E r 5ti 1' _ _ - _ - _ - j PEt:WW 1M1ERML8 RICH AS ORAVIL OR CLEAN 9MID SWILL. HOT W UWD. FL � T =r - � I -I I -I I - I I I- I I III- • fr -� �� _ +� aT FENO� I- INN ItTaRR�G tN INS04AAWTO STABILUED BoUTAALA3rr MWER gono�T IE RAW ootw - -TANtx, UUR ET aR LEM SPREADER � NORW 1. caRlorf of USE 1.1. A SEDIMENT POND SHALL E LGM `WNM THE 10061 TRMIJrNYt3 DFiAINACE AMA 18 3 ARSES OR MCINE. 2. oN 4010 BtTALLAU=10111 ,7CATitNr 2.1. THE POND SHALL BE DMOM INTO TI Ib RIOUIWLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLIO�/0 MOVEMENT OF MRNTER BETWEEN CRIS THE DMOER SHALL BEAT LEAST ONE HALF OF THE HE 12MT OF THE RISER. MIRE -BACK 2-TD S FOOT MIN& EXTRA STR@WM FLTIJL FAN IVC SUPPORTED BY TREATED 47(4"* MAY BE USED AS A DIVIDER. ALTERNATIVELY. S'TPJMD STRAW STILES SNUFF® WITH FLTER FABRIC WRY BE UOED 22 E 11E PCM t 1101E THAN B FEET 10ill P, A Der �INIBM MIST BE PROIX) ED. 2.2. TO AD N DETEAMINd0 SEOMW DEPTH, ONE�OOIT INRTERI/ALS SHALL BE PROMINENTLY MARIED ON THE RIER. i BTAISIAA� 3.1. SEDB@fT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 32 ANY DAMAGES TO THE POND BEAINi@rY! OR SIMPLES SHALL BE REPL ACED. E I' L. H I . (; Tr () K K ti TD S. PLAN - 216.00 � SEDIrEMT POND PLAN YIEw N1 A 200h DEPARTMEr� T A/� 1 MOl i L�AEL aDWTM - �/T 2:1 MINX. SLOPE 50%9 VNIGM �11111 ON SLUM GIMOEArr 10101�10111 1. 1010111111101110111 OF USE 1.1. R6OUIFED AT: 1.1.1. THE TOP OF PL.L SLOPE$ N E WAM OF 31HA V ANO WITH MORE TH M 20 FEET OF VERTICAL RELEF. 1.12 AT MM" ANY SLOPES THAT EXCEMS THE NAB ISK MB VECIFIED BELLOW. AVB AGESLOPE SLOPE PERCENT FLOWPATH LENGTH 2011 3 -3% 300 FEET ' 10 TO :1V 5103s 2W FEET 14 T Iq H: 1V 1aZ-ra 101) FEET 2 TO 4 H:1V ZS AN 1 50 FEET L 06810111 AND NItTALLATgM SPE NFICIITIOMB 2.1. FOR SLOPES STESPE111 THAN 2R IV V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE OONSTRLCTW OR CLOD SPICED N I EPICEPT40R $MEALS" MAY BE USED. THE UESM ME11$URE MOST BE DESIMED BY AN EMCSNEER TO EFFECTIVELY INTERIM" THE HNIH VELOCITY RUNOFF TO A 8MIMENT PORID OR TRAP. 22 COW nRLCIM TIUIPrIC OVIM I DRAW SHALES SHALL BE MNIMRCD. 3.1. DAM A®E AEStL ?MIA FF M RUNiCF1: OR C0N9r 01CTWN ACTMTY SK LL BE IEPAFM 111AIEDIATELY. 32 FNS DO Wr FAIRLY RETAIN sTIORM PkJNOW, THE CAPACITY AND/OR FWQXMY OF THE $WALES SHALL BE PL.H1. C VORKIN INTER S CEPTC11R ALE MD. P - 817.10 DEF_ARTMEr T VA I - ODE ADECIU►TE SIF1Ar� a• 7z. lldnAL� L Him D e PERFORAIM P4LYETHYLENE DRAINAGE TUMIG, 06VA IER MIN. 2" LARGER THAN DEIMATER WR ( RIME TU!lING SHALL CQENPLYI wrrH PATINA RW AW AASMT0 Y294. SCALE: vERT)CA1, NAVD 19(% HORIZONTAL: NAD 1983/1991 � C1 TY OF RENTON ONE INCH DATU M AT FULL SCALE Planning /Building /Public Works Dept. IF NOT 014E INCH SCALE ACCORDINGLY { :11`0 "A. UYATERTIOHT OBwRTEIMM CwitC< acmmw" OC1UI'LIIIG TACK WARD _ N iaB iV♦ rl - U�ll AS MW GLQiA1OM r r MIA& AuEMNIFI IELT. WEVIL VANES 111111110W FLOTATM ` AND 111E IMr E li T'O 2.. -I EP Dr, t-V a1D. PLAN - 81&10 I'L.1�1. {; N5'�r {)KKK *lDirlNT F'O� DEF_ARTME T �SlR �T�L Dripl irlE s 1 t I --Z i 6 Ft. Temporary Chain Link Fence •• • A' 1 •�• • _ •I' ���� I t` One sign per 50 feet, (minimum of 2 signs) TREE PROTECTION FENCE DETAIL NOT TO SCALE 1 1 1 1 1 CHECKED FOR COMP CE TO CITY STANDARDS GREENLEAF GRADING & T.E.S.C. DETAILS UTILITY PERMIT #14004398 12/3%1 GR -03 SII OF: ODE ADECIU►TE SIF1Ar� Z lldnAL� L :11`0 "A. UYATERTIOHT OBwRTEIMM CwitC< acmmw" OC1UI'LIIIG TACK WARD _ N iaB iV♦ rl - U�ll AS MW GLQiA1OM r r MIA& AuEMNIFI IELT. WEVIL VANES 111111110W FLOTATM ` AND 111E IMr E li T'O 2.. -I EP Dr, t-V a1D. PLAN - 81&10 I'L.1�1. {; N5'�r {)KKK *lDirlNT F'O� DEF_ARTME T �SlR �T�L Dripl irlE s 1 t I --Z i 6 Ft. Temporary Chain Link Fence •• • A' 1 •�• • _ •I' ���� I t` One sign per 50 feet, (minimum of 2 signs) TREE PROTECTION FENCE DETAIL NOT TO SCALE 1 1 1 1 1 CHECKED FOR COMP CE TO CITY STANDARDS GREENLEAF GRADING & T.E.S.C. DETAILS UTILITY PERMIT #14004398 12/3%1 GR -03 SII OF: �C1 1 �1 >C � T T - "z D O D Z Z C 3 o� M 0C 0C ) j O < r 77: W O L Z C D �C1 1 �1 >C � T T - "z D O D Z Z C 3 o� M 0C 0C ) j O < r 77: W O v W U) Q Z z W J 12 ►I i 1 J 06 0 a O um w J Z W W Z I.E. = 454.10 WALL DRAIN \ IE= 453.63, 600 WETLAND A TRACT D (OPEN SPACE/ SENSITIVE AREAS) WALL DRAIN IE= 451.01, 6"O LOT DRAIN C.O. RIM = 459.30 I.E. = 455.300 610 LOT DRAIN C.O. ___-- RIM = 458.90 I . E. = 454.02, 610 \ WALL DRAIN C.O. BRIM = 459.80 I.E. = 453.90, 6 "0 10 ►0 LOT DRAIN C.O. RIM = 456.11 I.E. = 451.37, 6 "0 12 13 I SPLASH PAD ' WALL DRAIN C.O. ��� RIM = 451.98 I I.E. = 445.89, 6'00 WALL DRAIN I I '• LOT DRAIN C.O. � ^� IE= 445.76, 600 I IM= 454.53 r I.E.= 445.99, 6� 101 I I � II I I 14 II I II I� I II 0) I I III I I I I I 15 I I I II LOT DRAIN C.O. I IM= 447.51 I 1. E.= 439.01. 6 m I I WALL DRAIN E= 438.75, 6b I I WALL� DRAIN C.O._ \ IM =445.01 \ �I E.\ 438.91. 600 � TRACT C (STORMWATER) LOT &WALL DRAINS FOR LOTS 9 -15 Cal Wo ftV Daye BNore You DV 811 (D)trMORWA) � J i I I 26 I I I I C.O. IRIM = 482.65 I I.E. = 479.65 I II I 5' UTILITY I I EASEMENT �I I 25 I II I II I � � 122 L.F. 8 "0, PERF. PIPE I 1 0 S =3.61 W /INTERCEPTOR DRAIN. SEE DETAIL ITHIS SHEET II ( I 24 II Y.D. I I I RIM = 478.25 I.E. = 475.25, 8 0 IN � I.E. = 472.259 8 � OUT SEE DETAIL ON SHEET DT -01 ROAD C � (RESIDENTIAL ACCESS) LOT DRAINS FOR LOTS 24 - 26 SCALE: 1 "=20' 5 +ROAD C (RESIDENTIAL ACCESS) ---- - - - - -- .T• •..... ... ... 22 i 23 111 L.F. 8 "0, PERF. PIPE O S =1.00X W /INTERCEPTOR DRAIN. SEE DETAIL � RiocK W L THIS SHEET 3 (do NAT _f Lew � tewsr�t. RIM = 478.16 pvoy�rJ, I.E. = 476.17 I � N� 70 � L.F. 8 "0. S.D. � tota.E�T WC A S =1.00R AMEA RIM =478.55 I.E. = 475.75 J LOT DRAIN FOR LOT 23 SCALE: l•.p• 17 1 16 C.O. RIM = 467.50 I.E. = 463.60 c,5 G� 53 L.F. 6 "o, S.D. �JP O S =3.789 / ,- / do -''''- /, - CB #1A, TYPE 1 • W /SOLID LOCKING LID 20 --�' N= 161073.39 E= 1302538.28 TG= 465.12 IE= 461.609 15"0 19 59 L.F. 69#0, S.D. O S= 21.449 C.O. of \ ----- ----- RIM = 469.00 .j I.E. = 466.00 -- 35 L.F. 8"0,, S.D. ; CB #1 `{} _ O S= 9.949 SEE SHEET PN -01 69 �. -- - tilot , UTILITY EASEMENT � .:f:�, 64 L.F. 8"09 S.D.Q.: Y O S =4.959 23 L.F. 8 "0, S.D. O S=3.64% C.O. / -* 52 L.F. 8 "0, S.D. RIM = 464.45 / O S= 11.599 I.E.= 462.50 - - �-�:- CB #1 C, TYPE 1 / - -- - "J�- W /SOLID LOCKING LID CB #1 B, TYPE 1 ✓ / N = 160986.00 TRACT B W /SOLID LOCKING LID 1/ E= 1302587.18 (OPEN SPACE) N = 160974.37 TG= 458.21 EA " MA I E =1302533.89 C.O. IE- 456.50, 8 S-tR TG= 456.30 RIM = 456.74 33 L.F. 8 "0, S.D. =4 1 " - 1 IE 5 .92, 8 � I.E.- 452.75 ®S- = 11.749 CONSULTING ENGINEERS L L C 33400 8th Avenue South Suite 205 qV Federal Way, WA 98003 FEO[ML MY (263) 4113"113 www.esmcivil.com E"Er� (425 297-MM Civil Engineering Land Surveying Land Planning Public Works I Project Management ( Londscape Architecture ESM JOB #258- 044 -013 i LOT &WALL DRAINS FOR LOTS 16 - 20 Typical Keystone Wall Detail -1 "Y' i Renton, Washington Drwn. GI S Date 09/05/2014 Proj. No 2995.03 Checked KRC Da*e Sept. 2014 Plate 2 1 D EANLY CLEMNIa • GIMDM ►MNt SI@MnTAL am DESIGNED. 2 PLAN CWIUOE #11 E911 � 3 PLAN CFMNOE F9N °�"" Q 4 MYLAR SlOMfl'TAL E91A t aHEacm� N0. REVISION BY DATE APPR = GENERAL NOTES: Rockery construction shall be perfoirTied m accordance NOT TO SCALD SCHEMATIC ONLY with the Associated Rockery Contractor Guidelines. NOT A CONSTRUCTION DRAWING I Rockery construction is a craft. The skill and experience Rock Size per 12 of the bidder will largely dictate the success of the Geotechnical Engineer SIN, Slope Surcharge and ARC Guidelines Where Applicable rockery is a protective syStertl irrtti respect ti; ihiE7 weathering and erosion process on an exposed soil faces. ►a Maximum rocke,_ height H - feet i�� i • ` m v . __. GEOGRID SOIL kEINt- uRGEMEN 1 it C.*Nrid shall be Synceen SF -55 ST RUC TURAL C-4 EC­_..;�,� }L. 1 iiyS' t Ai_ A t rl_ N axis perpendi Cieogrl0 Re►n1r :�� .:,;� .-nat �,. ,ir:r.�, _, .,rr_ - v � � ._ _ _.. . -Jrawirgs Or _ oackfill and extei A ic ,iii P,4; t r ria•. ; Geogrid Re #nfar.:::- n-r %ts stiii t ct:,r+tir,ir -tl a + ;i_rf ,1 - j; N their Crrlbe0mer�t ;ength� anc: �iiat ,rc3 -;; , i- provide ayCt - between shortei i7 ere,--, :Jt OgfiO .1 a0 e t W e, - ... _.i .. y, aoracent o+eck4 REINFORCEC 3Az'KFA..s, P Ai - =MFN � PIPE DIAMETER MIN. 6" 1',,ac+{ea construoif_%rt eutiiprriteni shall p,ot be )Pt?fei ?i1 iii e(Aly jporl Reinforced Sackf<i: arlci: be pia+ ed, ipieau i:, t oicit,cjctec geogrid, reinforcerne t A. rrin:rl•1um fiEi thickness ,)f 'ifiriles is tazlul9ti(l, in such a manner that timinirrizes n -ir iii°i•1?}r � ° tL ' Cc i m the geogrid arc -lartiuy" Lfiilfi$;I stii::ulo bE vo ,�: minirnu t% v Vii 1C ;i ":3fK�, ixt +t5 +a9i= ,�iiaClft•i tl`e `ill k -id caralagi, l j :t s �c iJl�ric Reinforced BaceFtii r,fiail i e pidtJC,u :aiio wr,tiJ 1I!i; ; not to exceed F innhpr- whero hanri �mm�aMir^ fc r_E _ r. ; ,,pp �r L. tit thickness 1t +�aii -- ,. :4e -t9:_ >> -.it lfi4j'S. ":; lilt" ' {t'+i 174 E`.( :. j'...';,•r? clensity as requrec,, Fi/ +. ,1 J `r '��� 9 iq-�,r �f ♦ . 4 � ..iR Gi ft ..Z .i � `'3 �,r FS ��r� � Heintoroed Rarkr:ii ;i, uC..f,ttii a4vdy tits M.iJ Uiit3li itii1li dWe% 1r )9 1 1 ►►1eX1A'lllfl'T tieRs.t; � ,..iC : � ..t -t .': _ The moisture contew the ,,l r *fijii material ifr yr _ . n^ v .. luring compacti(A"i cr : i a b rrx»sture content ')Illy lightweigh+ A Al_ '04,KeIy Cortstluc.,Icn `snail DE +:IDS1,; % %_r't iii.` -rie ,3Cti(r?r,.ilriC# it A• hin 3 fret of tt :c �,,r., �f ;# t t rigineer or. a periodic of tu'4 -time basic, as appropriate lestino. i ?l thff i.r3rri(TBffPri rlaCkfll Cil I1 hp *�s?rfnmus fi hs; ihr. txnfirarhpr. �l I= ,r tnrrc., _.. k r LEGEND: ' ?. °:.� Drainage rriaieriats to consist rat clean anguiar 'moo.• •'•0 well- graded quarry spalls, with 4- inch} maximum ` $ • • size, or other material approved by the geotechnicai r engineer- _ REINFORCED FILL ROCKFRY DETAIL Uncilsturtlari i #rrn Native .Sniff - i Greenleaf ODrain pipe; 4- -inch minimum diameter; perforated Renton, Washington or slotted rigid plastic PVC p,ip e, laid with a positive gradient to discharge 61`k r`�D�t1tt�SA!' Away from the wall. . ' `. Drwn GLS Date 08/29/2014 Proj. No. 2995 03 I W Checked KR( Date Aug 2014 Plate 1 1■ �t�c llJa l l M d A i , lilt i 2 ►1� 12" Min, -F- i Competent Cut - I /eni i lnntx,% l ;lr - %0.,�1 7111 i �,:�r iif:.lr •l)171r •..al �-, i/ trr.�_,t:ir i I . _�.- L,rusnea kocK 4' t,Iameter rprfofated PVC; Ftr tin Pipe 4" Leveling Course NON - REINFORCED, SINGLE BLOCK ROW (CUT WALL) CONDITION i � Z Typical Keystone Wall Detail -1 "Y' i Renton, Washington Drwn. GI S Date 09/05/2014 Proj. No 2995.03 2 ►1� 12" Min, -F- i Competent Cut - I /eni i lnntx,% l ;lr - %0.,�1 7111 i �,:�r iif:.lr •l)171r •..al �-, i/ trr.�_,t:ir i I . _�.- L,rusnea kocK 4' t,Iameter rprfofated PVC; Ftr tin Pipe 4" Leveling Course NON - REINFORCED, SINGLE BLOCK ROW (CUT WALL) CONDITION i � Z Typical Keystone Wall Detail Greenleaf Renton, Washington Drwn. GI S Date 09/05/2014 Proj. No 2995.03 Checked KRC Da*e Sept. 2014 Plate 2 scuF: PAVD 1WE CITY OF 1•s HORIZONTAL: NAD 1983/1991 RENTON ONE "'CCH DATUM AT FULL E IN IN(:H 1� IF NOT 0 Planning /Building /Public Works Dept. SCALE ACCORD9 GLY i i i n SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' 2' MINNOW 3/4" -1 1/2w WASHED ROUND ROCK Poo Mae I NOT TO SCALE 3' MIN P� NOTE: SEE THIS SHEEP FOR WALL DETAIL WALL &LOT DRAIN CONNECTION DETAIL (ONLY) SCALE: 1 " =3' NOTE: WALLS OVER 4' -0" NEED /REQUIRE BUILDING PERMIT R- 380809 CHECKED FOR COMPLIANCE TO CITY STANDARDS 212a/ /S �- 31 GREEN LEAF 12/30/2014 LOT DRAIN PLAN nELDS°°" PAIGE NO: GR -04 UTILITY PERMIT #14004398 SHEET: CF: 30 . Z � Z C 3 o M �C m Z T M D -� !s T i� �z D 0 D Z G1 Z C M n X y s z 1 'r- r. oc 77 0 o M �C < -� LLJ Q Z F- U 0 a_ W Z J � a � 2 Ir O (D 06 0 a 0 cc LL Q W J Z W W Cr. (49 SEE SHEET GR -04 FOR LOT DRAIN INFORMATION r---- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \S 1 - Cal 2 WakWq Daye BWare You CV 811 U Ift V am wil ILM - �"- -9 Cm*w W,wtrM,OKWA) AV CONSULTING ENGINEERS L L C DRAWN: 33400 8th Avenue South ( ® I I S Suite 205 L/ T Federal Way, WA 98003 r RMIMAL WW (253) W. -4113 www.esmcivil.com EVERETT (425) 297 -NM Civil Engineering Land Surveying Land Pkaxwng Public Works I Project MwKgement ( Landscape Architecture ESM JOB #258 -044 -013 AV SCALE: 1'11111111111141W DESIGNED- DRAWN: ONE NICH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDNGLY CHECKED: S L/ T r LO 1 REVISION -TRACT A (LANDSCAPE) o� I SCALE: 1'11111111111141W DESIGNED- DRAWN: ONE NICH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDNGLY CHECKED: S L/ T r LO 1 D o� f I -a J � Q S W � w � � Q W Q I > a- QU Z I a- F- 0 T llT O0 00 00 _ V _ min _ _ _ SURVEYED: SCALE: 1'11111111111141W DESIGNED- DRAWN: ONE NICH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDNGLY CHECKED: APPROVED: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J LEGEND W PROPOSED STORM DRAIN PROPOSED SANITARY SEWER PROPOSED WATER MAIN ALL LOTS WILL HAVE A MAXIMUM IMPERVIOUS AREA OF 65%, A REDUCTION OF 109 FROM THE MAXIMUM ALLOWED ZONING OF 75% IN ORDER TO MEET THE LOT BMP REQUIREMENTS. SURFACE WATER STANDARD PLAN NOTES n SCALE: 1 " = 40' 40' 20' 0 40' so' 1. These notes shall appear on projects for the surface water utility. for their intended use. Each outlet shall halve free - flowing, positive drainage to 2. Before any construction or development activity occurs, a pre - construction meeting an approved stormwater corweyance system or to an approved otAM location. must be held between the City of Renton plan review section and the applicant. b. Outlets on each lot shall be located with a five- foot -high, 2" x 4" stake marked 3. All design and construction shall be in accordance with the Renton Municipal Code "storm" or " drain ". The stub-out shah extend above surface level, be visible, and (RMC), the latest edition of the Standard Specifications for Road, Bridge and be secured to the stake. Municipal Construction prepared by WSDOT and the American Public Works c. Pipe material shall conform to underdrain specificabor►s described in Chapter 4 of Association (APWA), as amended by the City of Renton Public Works Department. It the Surface Water Design Manual and, if non- rnetaNic, the pipe shah be placed in shall be the sole responsibility of the applicant and the professional civil engineer to a trench with a tracing wire above or other acceptable detection. correct any error, omission or variation from the above requirements found in this d. Private drainage easeYnerft are required for drainage system designed to plans. all corrections shall be at no additional cost to the City. convey flows through individual lots. 4. Approval of this road, grading, parking and drainage plan does not constitute an e. The appikant/oont actor is reg n ksible for coordinating the locations of al stubout approval of any other construction (e.g. domestic water conveyance, sewer conveyance lines with respect to other utilities (e.g. power, gas, belepiiione, conveyance, gas, electrical. etc.)The surface water drainage system shall be television). constructed according to the approved plans, which are on file in with the City. Any f. All individual stub -outs shall be privately owned and maintained by the lot home deviation from the approved plans will require written approval from the City of owner. Renton Public Works Department, Surface Water Utility Section. g. Storm drainage pipe systems shall not peneb-ate building foundations, except for 5. A copy of these approved plans must be on the job site whenever construction is in sump pump discharge lines used to drain crawl spaces, provided the sump pump progress. system includes baddlow prevention or a check valve. 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. 23. All disturbed pervious areas (oompacbed, graded, landscaped, etc.) of the Monday through Saturday and no work on Sunday is allowed, unless otherwise development site must demonstrate one of the following: The existing duff layer approved with a written decision by the City of Renton. shall be staged and redistributed to maintain the moisture capacity of the soil, OR; 7. It shall be the applicant's /contractor's responsibility to obtain all construction Amended soil shall be added to maintain the moisture capacity. easements necessary before initiating off -site work. Easements require City review 24. Proof of liability insurance shah be submitted to the City prior to construction permit and approval prior to construction. issuance. 8. Franchised utilities or other installations that are not shown on these approved plans 25. Issuance of the building or construction permits by the City of Renton does not shall not be constructed unless an approved set of plans that meet all requirements relieve the owner of the continuing legal obligation and/or kabiarty connected with of Chapter 4 of the Surface Water Design Manual are submitted to the City of storm surface water disposition. Further, the City of Renton does not accept any Renton. obligation for the proper functioning and maintenance of the system provided during 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. construction. Reference benchmark and elevations are noted on the plans. 26. The Contractor shall be responsible for providing adequate safeguard, safety 10. Any dewatering system necessary for the construction of stormwater facilities must devices, protective equipment, Aaggers, and any other needed actions to protect the be submitted to the City for review and approval. life, health, and safety of the public, and to protect property in connection with the 11. All utility trenches and roadway subgrade shall be backfilled and compacted to performance of work. Any work within the traveled right -of -wally that may interrupt 95 percent density, standard proctor. normal traffic flow shall require a traffic control plan approve by the Public Works 12. Open cutting of existing roadways for non - franchised utility or storm drainage work Department, TransportiMon Systems Di► vision. All sections of the WSDOT Standard is not allowed unless specifically approved by the City of Renton and noted on these Specifications 1 -07 -23 Traft Control shall apply. approved plans. Any open cut shall be restored in accordance with the City of 27. Project located within the aquifer protection area (APA) shall comply with Special Renton trench restoration standards. Requirement #6 of the Surface Water Design Manual and Aquifer Protection 13. All sedimentation /erosion facilities must be in operation prior to clearing and building Regulations (RMC 4-3 -050). construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 14. All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C', with the exception of PVC pipe. 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside. 17. All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanent retention /detention facility shall have solid locking lids. 18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right -of -way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 3808 10 21. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for CHECKED FOR CO LIANCE TO CITY STANDARDS those lots approved for infiltration by the City. Stub -outs shall conform to the following: 2 a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, r and any other surface or subsurface drains necessary to render the lots suitable VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF GREEN LEAF 12/30/2014 STORM DRAIN KEY MAP nalim - RENTON PA, OPIPAWC No- iR Planning /Building /Public Works Dept. KEY —RD UTILITY PERMIT #14004398 SHM: 13 ' :30 � � to 'T1 LJ �Cn D Z z� z T D O D Z 0 Z C 3 m M v r x -- O i �n g � En Z T C 'Z M T M D 'T1 LJ �Cn D Z z� z T D O D Z 0 Z C 3 m M v r x -- O i �n g � En C • L L C� < z a _ c L m `z z m D Li 5 1J 7 r D Z C vp <T T- L Z D 0 D Z G1 Z C 3 tu m r Z .i r J L' oc ~� r x _- ! j A CrJ d 0 V 40 T L O ;x D �s W W _J W W UJ J LJ �L z 0 Q LJ O O Q O LL Q w J Z UJ W A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON DRIVEWAY APPROACH PER co o LOT DRAIN (TYP.) DETAIL ON SHEET DT-01 + (TYP.) IE =481.75, 800 8 7 6 5 4 3 2 1 1 Z 1 W C8 #14, TYPE 2 -48 "0 C8 #13, TYPE 1 JOINT UTILITY TRENCH C8 #18, TYPE 1 RELOCATE E POWER STA 2 +98.071 1.00' RT STA 23 +68.75, 12.22' LT NP• STA 25 +65.62, 12.22' LT POLE TO BEHIND IND CURB 19 W Y0 TG= 476.28 _ CO O IE =473.28 8" 0 �` CO , I CO CO TG =485.48 1 I 1 = >f = Q Q fk--. TG =478.79 TG 481.33 ... ' TG 483.48 ... . (� i4 r�' .... .. ..... .. �IE= 475.79, 8 "� ........ . IE= 478.33, 8"� IE =480.48, 8"� .j IE =482.48, 8 "0 ++�' ����M \ .�.� . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . � �. . . . . . . . . . . . . . . . CO I .. ..... ............ -,�. .� �-- � ' ' TG= 476.06 --'" -00000 Ow Om W IE= 473.41, 8 "0 ...._ W W /. 5 SIDEWALK V = 8' LANDSCAPE STRIP -»--- --- U w *00 to Qw LO W N PROPOSED WATER 6 5 4 3 � 27 +00 1 W i 24 +00 0 25 +00 2s +oo ADA RAMPS & CURB cc + •�1 - - 1 - - -1 -- - -� - -� - - --1- -- RETURNS - SEE SHEET Q 24 LF, 120 SD RD- 05 FOR DETAIL to • ACT E •.,, 1 "r 23 LF, 12 "0 SD 8 9 0 1 TR U) W RE C AREA 8 / 197 LF 12 "0 SD � 0-4 VJ U)� O 8" LANDSCAPE STRIP d W It �2 5 SIDEWALK C8 # 11, TYPE 2- 48 '� F • �---- o Q - -- ------ ��i�N�• ���------ -------------- - - -� r ------ - - - -� N���N� �_ ����� ���� ���N ������ ��� �� - ----- - - - --- -- - - - - -- ���-- - - - - -- �� STA 23 +07.42 11.22' RT -" .. ... .... ....... ......... ... o a .`.. ..... ...... ............ ......... ........_ ... . ... + _ TG= 480.89 �� TG =483.27 - TG =484.61 ♦; - TG =485.54 �- "'� ` IE =480.27, 8'0 ' IE =481.61, 8 *0 ' IE =482.54, 8 *0 IE= 477.89, 8 - i CID TG= 474.80 _ �• 10' PRIVATE UTILITY CL I NT' X i � , I _ 8-0 CB 12 TYPE 2 48 C8 19, TYPE 1 IE= 471.80, # �/ STA 23 +68.75, 11.22' RT EASEMENT (TYP.) 3' MIN. (TYP.) STA 25 +65.62, 12.22' RT A 27+ 15.95, ROAD A 9 CL INT X = STA. 56 +32.27, 108TH AVE SE 9 STA 23 +22.85, ROAD A s _ ��.�. '� = STA. 3 +47.41, SHARED ACCESS ESM'T. 27 28 29 30 31 s 1 __= MATCH LINE STA. 22 +75.00 (SEE SHEET RD-02) DRIVEWAY APPROACH TABLE LET # STATION - OFFSET - ELEVATION 1 STA. 26+15.939 13.00' LT. 485.07 2 STA. 25 +89.93, 13.00' LT. 484.55 3 STA. 25 +39.93, 13.00' LT. 483.48 4 STA. 24 +89.93, 13.00' LT. 481.84 5 STA. 24+15.93,, 13.00' LT. 479.52 SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 DRIVEWAY APPROACH TABLE LOT # STATION - OFFSET - ELEVATION 6 STA. 23 +89.93, 13.00' LT. 476.60 7 STA. 23 +47.559 13.00' LT. 474.03 8 STA. 23 +22.85, 13.00' LT. 472.54 9 STA. 22 +86.99, 13.00' LT. 470.36 28 STA. 24 +81.67, 13.00' RT. 481.50 SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 DRIVEWAY APPROACH TABLE LOT # STATION - OFFSET - ELEVATION 29 STA. 25 +31.67, 13.00' RT. 483.26 30 STA. 25 +87.679 13.00' RT. 484.51 31 STA. 26+15.679 13.00' RT. 485.07 SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 MN csD� - W �o 00 r .0 00� '(0 O� 00� 37.00 I VC - �P �� �� �� 00 00 �� co 00� 00000 `z m d-� �� 'q- 475 r� �1 1 O 1 470 0 � 1 + '0-11 NolN , 465 •ol QEr 1 lo- II..1 U) w Ww Z � i 460 -� Jw1 =wl �1 U 455 Q 1 1 1 1 1 450 Now Cd 2 waiii Days Bekw You Dip 811 CL INT'X STA 23 +22.85, ROAD A = STA. 3 +47.419 SHARED ACCESS ESM'T. ELEV: 472.79 ilill000�000,7O 23 LT, 12 "0 SD ® S= 0.529 SID 4"L A6�0 6 \F 1 �,\ A _ S 1 490 485 `-PIPE ANCHOR SEE SHEET PN -02 FOR DETAIL (NP.) CB #12. TYPE 2-48mol 46 TG= 475.31 IE= 470.31 12 "0 N IE= 470.64 8" 0 S IE= 470.31 12 "0 E IE= 470.31 12"0 sw � 45 �B 111, TYPE 2 -480@0 450 465 TG= 471.60 IE= 462.28 12 "0 NE CS #13. TYPE 1 IE= 462.28 12 "0 NW TG= 475.31 IE= 462.28 12"0 S IE= 470.76 8 "0 N IE= 470.43 12'00 S r N N r� U m (MINOR ARTERIAL) O.0 10- - 1* 00 V- O N 0000 1� 00� PVI STA: 24 +87.68 PVI ELEV: 482.77 K: 37.00 I VC - 15n - nn 0?� O� �N �� Q�0 00� LID ON N� 00 ►,'� O M 0000 O M M00 O 4 M00 O 4 MOD 0) Uj 0000 O) 0000 00 00 C6 00 00 I_� � c0 I� 00 00 00 00 `z m 23 +00 CONSULTING ENGINEERS L L C �,� 33400 8th Avenue South Suite 205 ( ® I I ` ��%� 4 I Federal Way, WA 98003 /LDEIML WAY (253) 63"113 www.esmcivil.com EVERM (425) "'-"M Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB 258 - 044 -013 ,.0 SO 197 LF 9 4 c_ 4,�� 25 +00 0 FMT SLSdfrrAL 1 EARLY CLEAFM & QFADMIG NI LAR SLNRAffrAL 2 PLAN CHANGE #1 3 PLAN CHANCE 4 MYLAR N0. REVISION � ...I EXISTING GRADE 0 CL INT'X STA 27+15.89, ROAD A = STA. 56 +45.61, 108TH AVE SE r• ELEV: 487.13 �wi' PROPOSED GRADE ®� 2.00 24 LF, 12 "0 SD 0 S =0.509 CB # 18. TYPE 1 TG= 484.07 IE= 479.21 12"M S CB # 19, TYPE 1 TG= 484.07 IE= 479.09 12" M N IE= 479.09 12" 0 W STA: 26 +86.33 MATCH EXISTING ROAD 26 +00 27 +00 SCALE: VERTICAL: NAVO 1985 10=2W HORIZONTAL: NAD 1983/1991 0TY 0F INA R EN TON �r ONE NICH I DATUM AT FULL SCALE Planning /Building /Public Works Dept. F NOT ONE INCH SCALE ACCORDINGLY SCALE: 1, =20' I�+oRIz. 1 =5 VERT. 20 10 0 20 40 CONTOUR INTERVAL: 2' l � 1 KEY MAP SEE FRONTAGE IMPROVEMENT PLANS ON SHEET FR -01 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 490 485 :X 475 R -3808 12 1 470 CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF ROAD AND STORM PLAN AND PROFILE UTILITY PERMIT #14004398 1 21/30/201 FIE1)800K- PAGE: 0111110moc No- RD -01 D J: r.- n3 rZ D O D Z G1 Z C 9 m m z 4 r.> > O ' = 1 r W T1 O m c Z Z C T `z m m D D J: r.- n3 rZ D O D Z G1 Z C 9 m m z 4 r.> > O ' = 1 r W T1 O m c W t� Z W J W w � Q z Z C-) Q 0 J cr IC i Tot, D Q O LL w J Z W W 0 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) ' fl l TRACT C 475 470 465 460 455 450 Ca12 Wafcinp Days Before You Ob 811 M.wrMoRwN DRIVEWAY APPROACH PER DETAIL ON SHEET DT -01 (NP.) ;or 17 \: A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON ;ICI MATCH LINE STATION EQUATION STA. 20 +00.00 = STA. 4 +00.00 (SEE SHEET RD -03) C�� CUN �00 m0 �� hV- V- _ ° CD0 (D(0 00 (O CO (I0- 0 �0 "� EN 04 SURVEYED: 464.55 1 EARLY CLEJIF" St OAIIDMIG MnM SUNdrX CL INT'X. PVI STA: 21+43.38 DESIGNS - - -- 2 PLAN CHANGE #1 STA. 20 +56.96, ROAD A/B PVI ELEV: 461.94 20 +83.37 3 PLAN CHANGE #2 AT CUL -DE -SAC 4 DAN. Q LP STA: 21+50.37 4 W"M SUBMI17TAL =LEV: 468.08 .4 CHECK Z � ol \ o� � OQI \ o ::)I \ o I + " co qt W 1 53 LF, 12"0 SD O Q Z O S =5.55% a:�o wool =o•�I �o(nl O WoW1 WNZI �Q J 1 63 LF, 12 "0 SD = 1 O S= 7.989 DUI �I QI �1 1 i 1 QB 14a PfPE 2 -4$ "� I TG =467.2 7 IE= 462.27 12 "0 SE IE= 462.27 12 "0 NE IE= 462.27 12 "0 W 20 +00 CONSULTING ENGINEERS I 1 33400 8th Avenue South ( ® I I I Suite 205 Federal Way, WA 98003 RMOWL SW (253) &W-4113 www.esmcivil.com EVERM c425> "7 -"W Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #258- 044 -013 ROAD B (MINOR ARTERIAL) STA. 22 +05.77, 13.00' LT. 3 -12 UNIT NEIGHBORHOOD MAILBOX, SEE DETAIL ON THIS SHEET t� PROPOSED SEWER II II ... .... ..........II to II LO II No = I Ctrl p W II w II W= 7 II Z Cn W LU II =W IU" II � II Q ....... .._... I F II 27 NOTE: LOTS 9 -15 ROOF DRAINS CONNECT IN THE REAR OF THE LOTS 00� �� �N V_ �� �� O00 ISO (00 0 0(0 (O CO o0 �0 "� EN 04 SURVEYED: 464.55 1 EARLY CLEJIF" St OAIIDMIG MnM SUNdrX EN PVI STA: 21+43.38 DESIGNS - - -- 2 PLAN CHANGE #1 ESM /'14 PVI ELEV: 461.94 20 +83.37 3 PLAN CHANGE #2 Emm 4 DAN. Q LP STA: 21+50.37 4 W"M SUBMI17TAL ,m .4 CHECK 24 LP ELEV: 464.79 BY DATE APPR °VED 25 STA. = 21 + 67.39, K: 13.31 RT. 465.17 26 STA. =22 +40.39, 13.00' LVC; 175.00 467.55 27 STA. =22 +68.39, 13.00' RT. 0 00 N 11700 Or-: LO to M ./ + +� O N N EXISTING GRADE O N w_ PROPOSED GRADE O n .` -- - tin 142 LF, 18 "0 SD O S =0.50% x-25 LF, 18 "0 SD O S =0.52% B #9. TYPE 1 L W/ THRU CURB INLET BI- DIRECTIONAL VANED GRATE TG= 464.54 IE= 459.54 18 0 E IE= 459.54 18 "0 S B 3 TYPE 2-48"0 ICB # 10 TYPE 1 L W/131- DIRECTIONAL VANED GRATE W/ THRU CURB INLET TG= 464.46 BI- DIRECTIONAL VANED GRATE IE= 458.83 18 "0 N TG= 464.54 IE= 459.33 12 "0 E IE= 460.17 12 "0 N IE= 458.83 18 "0 SW IE= 460.57 6 "0 E IE= 459.67 18 "0 W 152 LF, 12 "0 SD O S =1.39% 475 0 0 L6 470 N N o . Q Q � 465 (1) w WW z MEI J _ w 460 U" Q 455 450 (D CURB Fi TABLE BCR 1/2 � ECR STATION 21+00 ELEV, 22 +00 13.00' LT. 471.86 - - -- - - -- 470.42 20 +27.87 �, ♦ ♦ 0 FM SUM&ffAL EN 04 SURVEYED: 464.55 1 EARLY CLEJIF" St OAIIDMIG MnM SUNdrX EN 4 DESIGNS - - -- 2 PLAN CHANGE #1 ESM /'14 465.01 20 +83.37 3 PLAN CHANGE #2 Emm 4 DAN. Q C 1 Q 4 W"M SUBMI17TAL ,m .4 CHECK 24 NO. REVISION BY DATE APPR °VED 475 0 0 L6 470 N N o . Q Q � 465 (1) w WW z MEI J _ w 460 U" Q 455 450 (D CURB Fi TABLE BCR 1/2 � ECR STATION OFFSET ELEV, 20 +00.00 13.00' LT. 471.86 - - -- - - -- 470.42 20 +27.87 35.56' RT. 468.98 p =77'96'61 " R- 28.50' L- 38.78' O CURB F LT ABLE BCR 1/8 p 1/4 p 3/8 p 1/2 p 5/8 p 3/4 p 7/8 p ECR STATION OFFSET ELEV. 20 +27.87 35.56' LT. 468.98 - - -- - - -- 467.68 __ -- - - -- 466.33 - - -- - - -- 465.13 __ -- - - -- 464.55 STA. = 21 + 37.50, ___ 464.58 - - -- - - -- 464.71 __ -- __ -- 465.01 20 +83.37 31.52' LT. 465.15 A= 204'92'58" R= 41.50' L= 148.43' O CURB F TABLE BCR 1/2,6 ECR STATION OFFSET ELEV. 20 +83.37 31.52' LT. 465.15 - - -- - - -- 465.33 20+99.49 13.00' LT. 1 465.51 p= 61032'93" R= 28.50' L= 30.51' t�. I i KEY MAP .F--- CB #3 LP =464.46 1' -4" �( 2' -7" MAX. MIN. 5' -0" CLEAR WIDTH L I I - -- I 1 MOUNT ON PEDESTAL PRC WITH N.D.C.B.U. UNIT. 3�8" X FULL DEPTH E PANSION JOINT SIDEWALK SEE NOTE N0.2 SIDE VIEW i7tOpf VIEW NEIGHBORHOOD MAILBOX UNIT LL I . =2 °' SCALE: 1 =5 VM. 20 10 0 20 40 CONTOUR INTERVAL: 2' DRIVEWAY APPROACH TABLE LAST STATION - OFFSU - ELEVATION 10 STA. =22 +37.70, 13.00' LT. 467.41 11 STA. = 21 + 63.90, 13.00' LT. 465.05 12 STA. = 21 + 37.50, 13.00' LT. 464.67 13 STA. = 20 +81.72, 40.24' LT. 465.11 14,15,16 STA. = 20+ 64.91, 71.46' LT. 464.47 17 STA. = 20 +55.02, 74.25' LT. 466.86 24 STA. =21 +36.39, 12.98' RT. 464.61 25 STA. = 21 + 67.39, 13.00' RT. 465.17 26 STA. =22 +40.39, 13.00' RT. 467.55 27 STA. =22 +68.39, 13.00' RT. 469.24 )K SEE DRIVEWAY DETAIL F -004 ON SHEET DT -01 NOTE: 1. SEE SEC. 5.04. KCRS. 2. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY THE U.S. POSTAL SERVICE. SCALE_ VERTICAL MVD,%8 HORIZONTAL: NAD 1983/1991 �" C1 TY 0 RENTON ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOT TO SCALE 1 11� �HOR BOLT PATTERN N.D.C.B.U. PEDESTAL PLATE. NOTE NO.2 CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF ROAD AND STORM PLAN AND PROFILE UTILITY PERMIT #14004398 DRAVA NG ND: RD -02 SHEET: OF:n . I z Cn Z rn D 0C V, S j v Z r �J > O D Z Z C m z T C O o� Z m D Xc m oC D Cn Z rn D 0C V, S j v Z r �J > O D Z Z C m O D Xc oC W LA- Z 0 0 1� Qo 0 1 + W Q N N 01 LA- N z Z 0 cC 1 23 I Q w � J Q L- C Q r 8 "9 w o A(T'y w • W J ow _ (1)"' -4 , O 1 V 1,, C( �- ............�T( 06 Q IE 0 1 C6 #69 TYP Q STA 4 +06.2 O 8 "0 MIN. cr (TYP-) YD LL TG =473.51 IE =470.51, 8"0 W 21 mi z w w 0 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETWLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYMMENE PIPE (CPEP) A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON DRIVEWAY APPROACH PER ED I DETAIL ON SHEET DT -01 (NP.) _ STA. 5+10.73, 13.00' LT. CB X21. TYPE 1 (PRIVATE) STA. 6 +80.35, 15.11' LT. END CURB, BEGIN EDGE OF PAVEMENT STA 5 +57.399 23.50' RT I CENTER OF DRIVEWAY EL= 479.72 ! SEE DETAIL ON SHEET DT -01 rSTA_ 5 +45.24. 24.54' LT. r 25' EMERGENCY � f EL= 486.00 N T- 0 00 O 00N (0 00 � � PC) .00 - N � CD -0) c0 00 � O 1 � f � � � I� r-- � 'q- - 00 111-00 i' t � in 000 N o N 00 + LO . 1 l� v 485 Z 0 rd _ OI � q EXISTING GRADE 0 Q OI :D 01 PROPOSED GRADE 0 q 480 C) + I N L1J ©1 ___ --- � NI I Z Q1 i ac 0 F.I / 475 w E- CO 1 /" w Q 11 i cn � 01 W Q 1 23 LF, 12"0 SD w 470 LU Z 01 0 S =0.52% �I _ ' U Q1 465 10- ~ < WI 1 I `_ C_8 , 7, TYPE 1L TG- 472.30 IE= 467.75 8 "0 NE IE= 467.42 12 "0 S 460 ICB 6 TYPE -48 "0 TG= 472.30 IE= 467.30 12 "0 N IE= 467.63 8 "0 S IE= 467.30 12 "0 SW Ca121Niai ft Days Bskw You CV 811 worm olkwm 5 +( CONSULTING ENGINEERS L L C L����ui• 333400 8th Avenue South I ® I I I 'O Suite 205 (0N Federal Way, WA 98003 M FEDl1ML MY (253) W"I13 www.esmclvll.com ENERETT (425) 297 -9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management ( Landscape Architecture ESM JOB #258- 044 -013 ROAD C (MINOR ARTERIAL) '0 'O �Go (0N 00 00 00 00 00 M � 0000 � 0000 1* 0000 1* PVI STA: 5 +60.00 N PVI ELEV: 483.48 ^ �: K: 14.70 + LVC: 7 5. 00 110 60 w U D LO LID I U) W Q J 00 Q T I -T7 +00 EL= 486.22 STA. 6 +69.829 14.60' RT. I 0 r 0( '0 �� m00 00 00 00 00 00 00 00 00 00 14-00 '�� �qt t STA. =5 +42.94, 13.00' RT. EL= 482.02 CL INT'X A 7+24.69, = STA. 53 +65.09, 108TH AVE SE ELEV: 486.39 2.00% STA. =6 +79.99, 0.00' LT. FUTURE ROADWAY PROFILE FOR FULL ROADWAY EXTENSION (SEE PLAN VIEW GRADES FOR 53LF,8 "0 SD EMERGENCY ACCESS ROADWAY) 0 S =7.58% END OF FULL PAVEMENT SECTION STA. =5 +57.46, ROAD C EL= 482.88 CB 21 TYPE 1 (PRIVATE) TG= 482.66 IE= 478.66 8 "0 S C8 #20. TYPE 2 -48 "0 W/'SOLID LOCKING LID (PRIVATE) TG= 482.43 IE= 474.64 8 "0 N IE= 474.64 8 "0 S IE= 474.64 8 "0 W CL INT'X I STA 7 +24.69, ROAD C = STA. 53 +65.09, 108TH AVE SE I� I _I KEY MAP DRIVEWAY' APPROACH TABLE LOT STATION - OFFSET - ELEVATION 21 STA. =4 +43.379 13.00' RT. EL= 474.94 22 STA. =4 +93.52, 13.00' RT. EL= 478.50 23 STA. =5 +42.94, 13.00' RT. EL= 482.02 *SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 6 +00 7 +00 0 FIRST SURSIMA. mm 14 SURVEYED: SCALE �'t� +>' ��� 1 as,�� HORIZON o °i 9e� 991 I DAY MYLM SUOMMAL ELI ,4 . �� CI TY OF Z PLm owm #1 am 14 � ��: � RENTON 3 PLAN CFPMIOE ESM 14 Q 4 MYLAR ESM 4 CHECKED: ONE INCH DATUM A� AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH S� L � NO. REVISION BY DATE A P P R APPIMNED: SCALE ACCORDINGLY 11-1 1 SCALE: _�• �' 1 =5 VERT. 20 10 0 20 40 R- 380814 NOTES 1. TEMPORARY EASEMENT REQUIRED IF WORK DM NDS ONTO ADJACENT PROPERTIES. 2. PRIVATE STORM DRAINAGE SYSTEM TO BE MAINTAINED BY HOME OWNERS ASSOCIATION. 485 475 470 465 CHECKED FOR C MPUANCE TO CITY STANDARDS GREENLEAF ROAD AND STORM PLAN AND PROFILE UTILITY PERMIT #14004398 Mm: 12/30/2014 PAGE oRVM+c No- RD -03 SHEET: 17 "30 C M z Z D L Z C m m 0 D Z 0 Z C m 0C z 0 O �s < w Q z Z U U J 0 F- 06 D Q O cc Q w J Z W W 0 W LLJ J A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON D 2 +00 a: / } CB #15, TYPE 1 STA 2 +62.00, 0.00' T <T � fi` � co LLJ t � RAC E � so l l CB X14, TYPE 2 -48 "0 � ^^ STA 2 +98.079 1.00' RT o N l �i� is Y I 9 � Q � 27 ICB X11, TYPE 2 -48 °0 1 1 (I STA 23 +07.42. 11.22' RT io I� ROAD B (SEE SHEET RD -02) ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 480 475 470 PRIVATE ACCESS EASEMENT 00 O � Lf•) � cD CEO 00 06 NOIO O� �� � 00 It O O N N O O� Public Works I Project Management Landscape ArcWtectune 8 ESM JOB #258- 044 -013 �O �� 7 00 �� CL INT'X 00 �O CL INT'X F ( - r- r� r R r J J ACCESS ESM'T. STA 3 +47.41. PRIVATE ACCESS ESM'T. STA. =2 +50.00 I _ STA. 23 +22.85, ROAD A END ROADWAY „J 6" 0 S. D. CAD 2.0% JOINT UTILITY IMPROVEMENTS --' MIN. (TYP.) TRENCH (TYP.) P I i YD TG= 467.36 . 30,►� — - - ' IE= 465.30, 6"0:--. - -�� CO 1 U- O 10 TG= 473.37 w 4 l) 0Nr --� '� -.� r , i IE= 469.37, 6 "0 D 2 +00 a: / } CB #15, TYPE 1 STA 2 +62.00, 0.00' T <T � fi` � co LLJ t � RAC E � so l l CB X14, TYPE 2 -48 "0 � ^^ STA 2 +98.079 1.00' RT o N l �i� is Y I 9 � Q � 27 ICB X11, TYPE 2 -48 °0 1 1 (I STA 23 +07.42. 11.22' RT io I� ROAD B (SEE SHEET RD -02) ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 480 475 470 PRIVATE ACCESS EASEMENT 00 O � Lf•) � cD CEO 00 06 NOIO O� �� � 00 It O O N N O O� Public Works I Project Management Landscape ArcWtectune 1* N-t ESM JOB #258- 044 -013 �O �� �� 00 �� CL INT'X 00 �O �0 � � STA 3 +47.41. PRIVATE ACCESS ESM'T. = STA. 23 +22.85, ROAD A .ELEV. 472.80 It PVI STA: 3 +05.92 PVI ELEV: 473.21 K: 1.92 � Q LVC: 25.00 30,►� r- C14 1* 1 U- O 10 w 4 l) 0Nr rnr o6 C-4- I �' + + EXISTING GRADE 0 `V �;.; K' uj c�< Gj U > U �j W > m > PROPOSED GRADE 0 CL m 2.0090 STA. =2 +50.00, PRIVATE ACCESS ESM'T. m 465 / 460 455 r / Cd 2 WarkkV Days Bokx You Dip 811 Lm- caftr umm"'Ild-r-mo I %X�w im 2 +00 1i 35 LF, 12"0 SD 62 LF, 12"0 SD 17 0 3=0.507, CB ill. TYPE 274 TG= 471.60 IE =462.28 12 "0 NE IE= 462.28 12 "0 NW IE= 462.28 12 "0 S CB #15, TYPE 1 CB #14, TYPE 2 -48 "0 TG= 468.38 TG= 472.29 IE= 463.27 6 "0 N IE= 462.59 12'0 W IE= 462.77 12 "0 E IE= 462.59 12 "0 SE 3 (SEE SHEET RD -03) ROAD C //Z/ 7, 16 PRIVATE ACCESS EASEMENT 00 CONSULTING ENGINEERS LLC moo IM Avenue S o u t h 1 0 1 suits � 00 It Federal Way, WA 96003 /AML MY (253) &30-11113 www.esmcivil.com EVERM (425) 29' -"00 Civil Engineering Land Surveying Land Plonnin g O O� Public Works I Project Management Landscape ArcWtectune 1* N-t ESM JOB #258- 044 -013 3 (SEE SHEET RD -03) ROAD C //Z/ 7, 16 PRIVATE ACCESS EASEMENT 00 rn � 00 It r �N co �� O O� In OHO 1* N-t � �O �� �� 00 �� o00� 00 �� 00 �O �0 � � �O It It It r i 480 475 470 465 460 455 EL cLEMr • COMM iw aueWrrK z PLAN awoe f1 7 W 3 PUW CFMlIOE 75 � 4 IMAR SUSI/TTAL TEK L REVISION 475 470 465 460 455 450 EXISTING GRADE 0 PROPOSED GRADE 0 TG= 467.27 IE= 462.27 12 "0 SE IE= 462.27 12"O NE IE= 462.27 12 "0 W 6 +00 SCALE: NAw Cl TY OF S�! HORIZONTAL w 1983/l"l �� RENTON I ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY a. z # C n SCALE: 1"=20' HOW. K " =5' VIM. to Z m -Al m 20 10 0 20 40 D 1 1 l —1 KEY MAP D 11 L z m D 0 a D Z Z C 9 m m 3808 1 5 I r_ -- Z 4�& 475 .11) > ' O O 470 465 460 455 CHECKED FOR C MPLIANCE TO CITY STANDARDS / � T Z D m GREENLEAF 12/30/2014 ROAD AND STORM PLAN AND PROFILE �LDe001 POAGE- No: RD -04 UTILITY PERMIT #14004398 %*19: is 'm w Q z U O CL W J z a J a i 0 (D 06 0 a 0 a: a w J Z W UJ C7 i - t, KEY MAP A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON `r � 1' \ ri O O t N BEGIN SIDEWALK \ -STA. =56 +87.07, 30.07' LT. STA. 56 +78.52, 0.00 � STA. 56 +78.52, 29.57' LT. EL.= 486.81 fEL.= 486.03 RAMP #1 ........................�.� 86.25 � !� -� � FL= 48620 (HP) Ole EDajo'* CF) M�l CURB RAMP #1 5' SIDEWALK 486.38 I PERPENDICULAR CURB RAW I TYPE A PER WSDOT STD © p I _ PLAN F- 40.15 -02 05 - _ _ FL= 486. (SEE DETAIL ON THIS SHEET) -- - I B 1 .no* I + � INT' X 1.3R A _ FL= 485.90 RELOCATE EXISTING POWER r STA. =26 +47.82 POLE BEHIND SIDEWALK FL= 485.76 I C 13. 00 LT. STA. 26 +52.71 a: I Q x13.00' LT. I 0 FL= 486.03 /� I 27 +00 w < I = 0 48fi.23 486.43 486.62 a: W STA. =26 +47.82 FL= 485.76 I -,• LO LU 13.00' RT. STA. 2 6 + 50.09 13.00' RT. I T G H FL= 486.12 CURB RAMP #2 x O PERPENDIC" CURB RAMP TYPE A PER WSDOT STD / 2 I PLM F- 40.15 -02 I (SEE DETAIL ON THIS I FL= 486.48 I w I 5' SIDEWALK I w I > L 486.84 , X O ................ ................... ...... FL= 486.86 �, ° 10 T RAMP #2 x.. 1 00 I r i 486.92 I � I I ! I I O CURB FLYABLE BCR 1/4 1/2 0 3/4 ECR SPOT ELEVATION CHART POINT ELEVATION A 485.71 B 485.76 C 486.31 D 486.37 E 486.38 F 486.44 Cal Warp Days Brlore You Dip 811 lJie lkdwgr o LocaYon C~ oDARloaRwN SPOT ELEVATION CHART POINT ELEVATION G 485.73 H 485.79 1 486.31 J 486.37 K 486.38 L 486.44 STA. 55 +82.509 29.54 LT. STA. 55 +82.50, 0.00 EL.= 487.02' EL.= 487.85' � BEGIN SIDEWALK STA. =55 +73.99, 30.04' LT. ROAD A / 108TH AVE SE (SR -515) STATION OFFSET ELEV. 56 +78.52 29.51' LT. 486.03 - - -- - - -- 486.20 (HP) - - -- - - -- 486.05 - - -- - - -- 485.90 26+52.71 13.00' LT. 485.76 Q= 88'2422" R=35.00' L= 54.00' 0 J LANDING GRADE wlEAlc � SEE CONTRACT MANS - 4' -0'MO. CEMENT CONCRETE SIOEYIMIi�C - am NIO'TE 6 FLARE (TV0.) 3A' EXPANSrON JOwr aw -) -- SEE STANCOM PLAN F4.10 GIIADE SIlEAK � CURB, OR CUM AND GUTTIEi - -` SEE NOTE 4 f DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F -45.10 FACE OF CURB J _. MEASURED PARALLFl � � DEPRES9ED CURB AND GUTTER - TO CUME (rip.) CROSSWALK SEE NOTE a L PLAN VIEW TYPE PF94 ENDICULAR A A CURB RAMP WIDTH 4'- 0" MIN- LANDING TO MATCH /- CURB RAMP WIDTH - SEE CONTRACT PLANS I - - -- - - -- 486.86 GRADE BREAK LANDING -•\ 486.48 - - -- - - -- 486.12 SEE CONTRACT PLANS - CURB RAMP 485.76 jr 4'- 0" MIN- CEMENT CONCRETE SIDEVOILK ESM 4 J f SEE NOTE 6 IRM! CHANK #2 PROVIDE SMOOTH DRAWN. TRANSITION TO ti I 2 MAX. VIADT(ZYP -} SEE CONTRACT PLANS - 4'- n' MIN, ESM JOB #258 -044 -013 NO. 3' EXPANSION JOINT (TYP.) -SEE BY DATE - CURB RAMP STAWNW PLAN F -30.10 GRADE � n SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' A NOTES CURB RAMP WIDTH 4'- 0" MIN. t ProWft a =pwaft (fib ftemp IDr e@W rnerte>rd or urrrl0rW CIOMwIe�l - LANDING TO MATCH CURB RAMP Curb RNLI I XMW 8W be 00=d %*Ii 1 tt10 with Of the aeaodded f! WIDTH SEE CONTRACT PLANS r MM or a/ eAwml in *16 can" d P111111111,111111. GRADE BREAK 2. WFw -8 PAGE BREAK" a Celled out, to w &a IwNP of MI6 prid6 bra* badmen tM two S40CW,lt arftoe planes *" bs &Ah. 3. Do port place Gradrtw Jwx§w Baum Aoceas Cotiam, or odrer amft- 2' - Or• rlarloee In front Of tll6 Curb RrlV Of an ally part of My Curb Ramp or SEE CONTRACT PLANS - Lae d ft 2.091) MAX. MIN. 4' - or MIN. 4. See Mee COrMrW Phns for the OIJrb deaipn >tpscied. See ftrdMN Plan BUFFER WIDTH - MATCH T© F -14LI2 � ram, C� � 0uNw, ��d C� � Gu�, � CURB RAMP DEPTH (TYP.) Ped@0 w Cft detail. V4 5. See 11 milmd Plu F40.10 tw CameM Coremb S+drwalc dead. BREAK TRANSITION TO SIDEWALK BUFFER, IF "- See Canted Pleb for Widh and pi wd PRESENT, OR TO BACK OF CURB (TYP.) - SEE CONTRACT PLANS t,.: ... •• W j -=� 6. The Bid Item "errant Candace Curb RarM Type ' doss not include to GNU ; ` . jo � + ,.r, ; ;., :.;.... M. ft a�aoarlt CuQ Cub and Gu�sr, Dapteend Curb and Gutter, 1. i •N••••N1 .� �l •...• •• • •N /.• Pede■trian curb, or Skimm . , z CEMENT CONCRETE CURB, OR CURB AND GUTTER - PEDESTRIAN CURB 7. The Ci rb r1 runuirlp slops shell not require the ramp length SEE NOTE 4 D SEE NOTE d b examed i 5-bd b void a chwwV the slope rldeirleiy rlr r w am Ill me q DETECTABLE VIMRNING SURFACE - b Oft" a ad66- YWhW apply11 dW IS400t .fV[d.lufll iw9t the ftJnrdi FACE OF CURB !� SEE STANDAND PLAN F411i.10 slope of the Curti Rirrlp sfaM ell 29 es ielssibi6. DEPRESSED CURB AND GUTTER 8, Curb Ramp. La ukU end Fliiw il1aN recerm Wow Arwh. SM CROSSWALK llaaAiM+ri X14. UEGEM SLOPE w eTl•IER 0fwCTIIONI DETECTABLE WARNING SURFACE - SEE OTAM MD PLAN F-M.10 4' - 0" MIN. I 15- (F' MAX. SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 SEE STAIaAW PLAN F ML1e GRADE BREAK ZO% MAX. g LANDOG CURB RAMP 4 I� O CURB FL-TABLE BCR 1/4 1/2 3/4 ECR STATION OFFSET ELEV. 55+82.51 29.54' LT. 487.02 - - -- - - -- 486.86 - - -- - - -- 486.48 - - -- - - -- 486.12 26 +50.09 1 13.00' RT. 485.76 Q= 91'33'44" R=35.009 L=55.93" L ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDPOGLY SECT" (A ) VERTICAL NAw 19M HORIZONTAL: NAD 1983/1991 DATUM PLAN VEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE 111Mf RUM SURFACE - PEDESTRIAN CURB -• •.. SEE STAID PLAN 14L" SEE NOTE 4 - �- GRADE BREAK I� ` •� •:• COUNTER SLOPE - �r J/ 6.0% MAX, r R. CURB AM OUTrM - r TOP OF ROADNIAAY 1` SEE DOM 4 T � a T CONCRETE CUR A 4 Q 4 4 10 �w s DEPRESSED I D CURB D GUTTER - J / �� �� 1 �� 1 SEE srwNOrueo PLAN F1S.1I2 CUM RADIUS DETAE D m "e � �. �R 1 CEMENT CONCRETE CURB RAMP *TYPE MIT - MOWTRIC VIEW TYPE ULAR A PAY LIMIT CI TY OF RENTON Planning /Building /Public Works Dept. IsOME'1'RIC VEW TYPE PERPENDICULAR s PAY LIST ;aa *o� *�, 343x.3 � � c13, T d'fO AL 4r PERPENOICUL M CUM RAW S'TANOIAW PLAN F40.15 -2 81HEIET 1 OF 1 SHEET APPVO 1 M FOR PIUMMAT10N PaOCo A14*00cli / irW3 > 1111611 isummeam soft 01111101011111"M usn" .."dw CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF INTERSECTION DETAIL UTILITY PERMIT #14004398 12/30/201 PAGE- 0111111411111w No- RD -05 K � / �' 75 Q STEM ,� L � CONSULTING ENGINEERS LLC 33400 8th Avenue South I ®I I I Suite 205 Federal Way, WA 98003 Full IM►Y (25V 83"113 www.esmcivil.com � (425) 297-11400 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Arctitectur• 0 RM SUBMTAL am g/14 SURVEYED: 1 EAMY CLEM" a Oamm mftm SUBMIT M ESM 4 DES10WD- 2 PAN C� +1 ESM 4 3 IRM! CHANK #2 am 4 DRAWN. 4 MYLAR SUBMTTAL ESM 4 CHECKED: ESM JOB #258 -044 -013 NO. REVISION BY DATE APPR APPRO�m: L ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDPOGLY SECT" (A ) VERTICAL NAw 19M HORIZONTAL: NAD 1983/1991 DATUM PLAN VEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE 111Mf RUM SURFACE - PEDESTRIAN CURB -• •.. SEE STAID PLAN 14L" SEE NOTE 4 - �- GRADE BREAK I� ` •� •:• COUNTER SLOPE - �r J/ 6.0% MAX, r R. CURB AM OUTrM - r TOP OF ROADNIAAY 1` SEE DOM 4 T � a T CONCRETE CUR A 4 Q 4 4 10 �w s DEPRESSED I D CURB D GUTTER - J / �� �� 1 �� 1 SEE srwNOrueo PLAN F1S.1I2 CUM RADIUS DETAE D m "e � �. �R 1 CEMENT CONCRETE CURB RAMP *TYPE MIT - MOWTRIC VIEW TYPE ULAR A PAY LIMIT CI TY OF RENTON Planning /Building /Public Works Dept. IsOME'1'RIC VEW TYPE PERPENDICULAR s PAY LIST ;aa *o� *�, 343x.3 � � c13, T d'fO AL 4r PERPENOICUL M CUM RAW S'TANOIAW PLAN F40.15 -2 81HEIET 1 OF 1 SHEET APPVO 1 M FOR PIUMMAT10N PaOCo A14*00cli / irW3 > 1111611 isummeam soft 01111101011111"M usn" .."dw CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF INTERSECTION DETAIL UTILITY PERMIT #14004398 12/30/201 PAGE- 0111111411111w No- RD -05 LM z fr D O a z c� z C ic ca m v -- Z - O 0 T o i in Z C K o� M z m D LM z fr D O a z c� z C ic ca m v -- Z - O 0 T o i in w Q z Z U Q W D J d. h� TIC, D Q O Ir UL w J Z W W W Z W _J LA_ A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23 N., RANGE 5 E, KING COUNTY, WASHINGTON =1 � .•3 -� 15' -.111 .. I I ITT!-[ 111-11 1 111 '­1 - Ill- I. . . 1-1/2- CRUSHED SURFACE -,! TOP COURSE -�- r I I I � , �� ... --- ----- - - - - -- -- -- - - - - -- - -- I ...._.._ .......... _ 2-1/2n CRUSHED SURFACE t I I � �3 / -� .- . - - .. • - ' - BASE COURSE I 1 4 II SEE SHEEP RD -02 POND A E ROAD �i�i S.S CB#4 NOT TO SCALE �I SEE SHEET RD -02 ' 16 WIDE DOUBLE \ I I I I C8#5 22 � SWING GATE SEE SEE SHEET RD -02 DETAIL SHEET PN -04 15 SEE SHEEP PN -02 FOR CROSS SECTION B -B O \_65 LF, 18"0 SD \� 1<�90 \\ SEE PROFILE ON .9 � SHEET PN -03 CBi2. TYPE 2-48 900 W /SOLID LOCKING LID 17 M� / I � �\ \\ � ��� - N =161149.26 E= 1302471.65 \ \ \ \ � $ SEE PROFILE ON W \ Z TOP =�-OO � ~ roE =a�0 SHEET PN -03 N / \ , .00 CONCRETE WALL \ \ � 6 SD CO LOT 17 CB#1A, TYPE 1 N ITOE OF SLOPE `1 � ` � �� �� ` �5 W /SOLID LOCKING LID SEE SHEET GR 04, -04 I - TOP= N= 161073.39 TOP =447.\ �� \\ E= 130253828 TOE - 441.50 \ /� \ \ \ N TG= 465.12 PON Z � I TOEE4ao.00 � \ \ ` \ NSI \ r' \ IE= 461.601 6 "0 '•.% � - - - - - � WETLAND B TOE EASE) I ;� \,__ �' / CHAINLINK FENCE - SEE ' J DETAIL ON SHEET PN -04 TRACT E , \ ` � \ p� r \ / ow POND OUTLET W/TRASH RACK / / (STORM DRAINAGE) \ aj:� Z p \ ; ,�- 3' 1 BOTTOM OF POND \ i a \ � ` -�� AND SPLASH PAD ; �/ �, \ \ N= 161021.95 / ,/ ELEV= 435;75 �^ E= 1302393.57 roP=4as.ea o f I SEE PROFILE SON SHEET PN -02 TOP-447.00 ` \ W / TOE- 441.50 \,\ j \ (TOE WEST) POND INLET W/TRASH RACK \ TOE =442.00 / TOE =440.00/ AND SPLASH PAD 28 LF, 18 "0 SD (TOE EAST) / N_ 161023.31 E- 1302451.43 SEE PROFILE ON SHEET PN -02 SEE POND OUTLET PROFILE '� ON SHEEP PN -02 � � \ / � `_ �- � - • ....... .. .. TOE =446.00 C6#17, TYPE 2 -48 "0 ` `� _ 49 LF, 18 "0 SD OVERFLOW STRUCTURE W /DEBRIS CAGE -----SEE PROFILE ON SHEET PN -02 --04 N= 160996.93 / E= 1302386.70 / ? SEE PROFILE ON SHEET PN -02 .000e / #' / 10 1 � TOE = 447.00 'kit" X% SEE SHEEP PN -02 FOR CROSS SECTION C -C o+00 91 � J POND SIGN - SEE 1 DETAIL ON SHEET � PN -05 A \S SViEET PN -02 FOR CROSS SECTION A -A GArma �T 16 LF, 18'00 SD SEE PROFILE ON : S" SHEET PN -02 f 25 STORM EASEMENT \ �% ` `'�` =s., - - - - -- ---- - - - - -- I IL ass asses ::::=_ • - �� Y N= 160960.23 E= 1302198.68 IE= 401.00s, 180 W /GABION MATTRESS POOL SEE DETAIL ON SHEEP PN -02 Ca12 Workinp Days BMorm YOU Dip 811 uw.@ u,a.W aim ,d Locaftn c«dw wmr,m.mwAJ C8#22, TYPE 2 -48 "0 W /SOLID LOCKING LID N= 160983.34 E= 1302377.65 TG= 447.00 IE= 435.189 18 "0 ' SEE PROFILE ON SHEET PN -02 170 LF, 18 "0 HDPE FLEXIBLE PIPE (SEE PROFILE ON SHEET PN -02) 1� SID et / �V 7 LF, 18 "0 SD SEE PROFILE ON SHEET PN -02 ,. . IE= 435.25, 18 "0 N: 160982.49 E: 1302385.10 KRISTAR PERK FILTER SEE PROFILE ON SHEET PN -02 Its 11�lC1 P'I UL o° 0 A F "' CB f 1 B, TYPE 1 r- W /SOLID LOCKING LID N= 160974.37 ----- E= 1302533.89 TG= 456.30 IE= 451.929 8 "0 N 89051'29" W 421.95' DESIGN W.S. ELEV= 445.00 PRIMARY OVERFLOW 15' WIDE ACCESS ROAD ELEV= 445.30 ELEV= 447.00 EMERGENCY OVERFLOW SEE DETAIL THIS SHEET ELEV= 445.50 15' WIDE POND BERM ELEV = 447.00 W#16, TYPE 2 -60 "0 (�fw*1112y CONTROL STRUCTURE W /DEBRIS CAGE N= 160993.87 E= 1302396.22 SEE PROFILE ON SHEET PN -02 IE= 436.00, 18 "0 -J L10 LF, 18 "0 SD N: 160984.36 SEE PROFILE ON SHEET PN -02 E: 1302395.13 0 CONSULTING ENGINEERS L L C ESM x/14 33400 Avenue South SURVEYED: Suite 205 EARLY CLFARM & Q%*J)M 11YLM SUOMFiTAL Federal Way, WA 98003 � tiDOML MAY (253) iJi-41 13 www.esmcivil.com E�,T ( *) �7- Civil Engineering Land Surveying Land Planning Public Works I Project Monogern►ent I Landscape Architecture ESM JOB #258- 044 -013 1� SID et / �V 7 LF, 18 "0 SD SEE PROFILE ON SHEET PN -02 ,. . IE= 435.25, 18 "0 N: 160982.49 E: 1302385.10 KRISTAR PERK FILTER SEE PROFILE ON SHEET PN -02 Its 11�lC1 P'I UL o° 0 A F "' CB f 1 B, TYPE 1 r- W /SOLID LOCKING LID N= 160974.37 ----- E= 1302533.89 TG= 456.30 IE= 451.929 8 "0 N 89051'29" W 421.95' DESIGN W.S. ELEV= 445.00 PRIMARY OVERFLOW 15' WIDE ACCESS ROAD ELEV= 445.30 ELEV= 447.00 EMERGENCY OVERFLOW SEE DETAIL THIS SHEET ELEV= 445.50 15' WIDE POND BERM ELEV = 447.00 W#16, TYPE 2 -60 "0 (�fw*1112y CONTROL STRUCTURE W /DEBRIS CAGE N= 160993.87 E= 1302396.22 SEE PROFILE ON SHEET PN -02 IE= 436.00, 18 "0 -J L10 LF, 18 "0 SD N: 160984.36 SEE PROFILE ON SHEET PN -02 E: 1302395.13 0 F=1' StJffiffTTAL ESM x/14 SURVEYED: 1 EARLY CLFARM & Q%*J)M 11YLM SUOMFiTAL ESM 4 � D 2 PLAN a1.0NOE #1 ESM /14 m 3 PLAN DW*E f2 EM 4 m DRAWN: 4 MYLAR SLOMMAL ESM 4 D CHECKED: AJM N0. REVISION BY DATE APPR APPROvEO: We] C"11, TYPE 2-48"0 W /SOLID LOCKING LID N= 161028.54 E= 1302499.72 SEE PROFILE ON SHEET PN -02 20 ' N ' N �-� o ......... _._ � 3 19 ' i M N i N i, to SD CO LOT 20A N CB#1 C, TYPE 1 i SEE SHEET GR -04 W /SOLID LOCKING LID 11#0 N= 160986.00 SD CO LOT 20 E= 1302587.18 SEE SHEET GR -04 TG= 458.21 IE= 456.50, 8"0 ••" - PROPOSED 10' UTILITY EASEMENT i LOT 18 I ` SEE SHEET GR -04 1 + PROJECT \ BOUNDARY \ SCALE. VERTICAI NAVO 1988 1 0s0/ HORIZONTAL: NAD 1983/1991 C TY 0 RENTON ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY VI_3a- n SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' POND VOLUMES REQUIRED PROVIDED DETENTION 65,115 CF 69,694 CF CH =CKED FOR 06APUANCE TO CITY STANDARDS MT: GREENLEAF 1/201, POND A PLAN, CROSS SECTIONS & DETAILS `�°°" PAGE: PN-01 UTILITY PERMIT #14004398 Sly: 20 OF: 39 .i z z O D Z Z C ic m n x - Z OC - > O J= i 0 � Z z c � D o� U m z m D z O D Z Z C ic m n x - Z OC - > O J= i 0 O m D U Z 465 455 Aso Z C < Ll i O Ho H 06 D 435 Q O Ir LL Q w J Z W W 435 425 s 15' POND / ACCESS ROAD PER PLAN / %1% W �• z EXISTING G OUND PROPOSED GRADE EMER ENCY RFLOW ELEV- A PRIMARY DESIGN W.S. / OVERFLOW ELEV= 445.00 ELEV =4 - - - - - - -- -- -- - - - - -- ----------f------------- - - -- ----- - - - - -- - - - - - -- ----- - - - - -- B 11 , TYPE 2 —48 "0 "� SD W SOLID LOCKING LID 18 28 LF, 18"0 SD 49 LF, TG = 452.9 2 O S= 0.509 O S= 23.829 IE= 447.92 18 "0 N IE= 448.75 800 SE POND OU ET IE= 448.92 6 "0 NE KRISTAR PERK FILTER. SEE W /TRA RACK IE= 447.92 18 "0 W DETAIL ON SHEET PN -05 EL EV— 36.25 POND BOTTOM ---- - - - - -- -------------------- -- - - - - -- - - - - - -- ELEV= 435.75 PIPE ANCHOR SEE DETAIL ON THIS SHEET -- 0.5' SEDIMENT STORAGE POND INLET WITH TRASH RACK 10 LF, 18 "� SD & GABION MATTRESS POOL. O S =2.50% SEE DETAIL THIS SHEET. B 16, PE —60to0 t ELEV= 436.25 CO L TR CTURE W DEBRIS GE =445. I = .11 8 "'0 N IE= 436.25 "0 S 11+00 12 +00 PONS CROSS SECTION A -A SCALE: 1 y =20' HORIZ. 1 " =5' VERT. yy POND BERM ELEV= 447.00 POND FENCE i CONCRETE WALL ELEVATIONS PER SHEET PN -05 'MERGENCY VERF OW PROPOSED GRADE (WALL DESIGN PER LEV =4 SEPARATE PERMIT) -- J POND FENCE \ DESIGN W.S. PRIMARY \ ELEW= 445.00 OVERF'I�,.O ` ELEV =445 ++.� -- -- - - - - -- ---------- - - - - -- -- _------------ ;- - - - - -- ------------------ EXISTING GROUND „5. G12 Warkhp Days Be0ore You Dip 811 LWM I" lNOdw9rotnd Loea*n Cw*w aDOrMatwN 0.5' SEDIMENT STORAGE POND BOTTOM ELEV= 435.75 ------------ - - - - -- ---------------------------- - - - - -- si +oo POND CROSS SECTION B -B SCALE: 1 »_20' HORIZ. 1 =5 VERT. CONSULTING ENGINEERS L L C N 33400 8th Avenue South Suite 205 Federal Way, WA 98003 •r MBYL MMY (233) t3h6113 www.eamcivil.com (*25) "7 -"W Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture Q S ESM JOB #258- 044 -013 —16 LF ; 1V41 O S =6.19% ICB #22, TYPE 2 -4800 W /SOLID LOCKING LID^ TG= 447.00 IE= 435.18 18 "0 NE IE= 435.18 18"0 E B 17, TYPE 2 -48 "0 C6"4 ERFLOW STRU URE w DEBRIS CAGE = 445.50 IE= 8 "0 SW 455 465 460 12" H.D.P.E. PIPE 450 460 440 INTO UNDISTURBED SOIL 430 455 420 410 450 400 390 445 380 ;s 370 440 360 D 12 +60 COLLAR A EXISTING GROUND ORDINARY HIGH Imo-- -- PROPERTY LINE WATER LINE � 0 +00 A� 6• . IN' BURY AS NEEDED TO MAINTAIN 1 % MINIMUM SLOPE IE= 401.00 18 0 W /GABION MATTRESS POOL. SEE DETAIL ON THIS SHEET I�IIII II I���I I) CONCRETE BLOCK PROPOSED GRADE — KRISTAR PERK FILTER. SEE DETAIL ON SHEET PN -05 IE= 435.25, 18 04 7 LF, 1800 SD O S =1.07% B 122, TYPE 2 -48"O W SOLID LOCKING LID TG= 447.00 IE= 435.18 WO NE 170 LF, 18" HDPE FLEXIBLE PIPE IE= 435.18 18"0 E TO BE LAID ON EXISTING GROUND ® A MINIMUM SLOPE OF 1 % WITH PIPE ANCHORS SPACED EVERY 50'. MAXIMUM DEFLECTION IS 60' RADIUS. (SEE DETAIL ON THIS SHEET FOR PIPE ANCHOR DETAIL) C WISWIFr% Z'o 1 NTS) i +oo POND CROSS SECTION C-C GALV. STEEL BRACKET, LOOSELY FITTED 22 +00 22 +40 o Fresr suerrtrK 1 EMLY CIEMNP ! CMDw IMAR 9Ua/ITAL 2 PLAN CIINIOE j1 3 Pl1W GLANCE 4 YYLAR SlJl1/ITAL N0. REVISION SCALE: 1 =°, HORIZ. 1" =20 VERT. A i �V05 '1% {:x.11'!?.�j' rip rap 2 +00 mattress 460 450 440 430 420 410 400 390 350 370 360 2 +60 gabions (typical) (size as required) NOTE: If pipe discharges ' perpendicular to stream, or gabions are located within the ordinary high water mark (OHWM) or will be 0 subject to abrasion from upstream sediments, a four -sided gabion basket located outside the OHWM should be considered. NOT TO SCALE *PIPE DILATION CALCULATION K FOR P WITH EXTENSIONS AS REQ D OR H EC ED 0 COMPLIANCE TO CITY STANDARDS SECTION A —A APPROVED EQUAL. BL = L(AT) S = (170') (50' F) (67x 10-� = 0.6' < 5' OK ;0&1�6 AL = PIPE DILATION (FT) PIPE ANCHOR L = LENGTH OF PIPE (FT) o 41- S AT = TEMPEATURE CHANGE 3808 8 NOT TO SCALE S = EXPANSSION COEFFICIENT 67x10_' IN /IN 'F (WWW.ENGINEERINGTOOLBOX.COM) am 4 SURVEYED: SCALE: GATE sue. OW � 4 D HOR k- W; 9W/, 99, G R E E N L E A F 1 2/30/201 DTY 0 ESM 14 POND A PLAN, CROSS SECTIONS & DETAILS _ RE \TO\ PONGE Earl 14 � ONE "�'�' DATUM °�"G Eslrl 14 CHECKED: Aim AT FULL SALE Planning /Building /Public Works Dept. N -02 IF NOT ONE INCH B Y DATE A P P R � "`�°"�`Y UTILITY PERMIT # 14004398 � z � °� Z Z C Z m T M 4 D cr: Z T D 0 D Z Z C m M M x ?= x < I 0 12" H.D.P.E. PIPE 435 CONCRETE BLOCK KEYED INTO UNDISTURBED SOIL O AS SHOWN. 6" MIN. 430 1 " THREADED GALV. STUD ;s • GALV. THREADED ROD COUPLING •• ANCHOR SHALL BE 1 " GALV. 2' MIN. . SCH. 80 STEEL PIPE DRIVEN •� ' TO REFUSAL (< 1 INCH 425 • - . PENETRATION OVER 1 MINUTE SUSTAINED DRIVING WITH A 90 LB. JACK HAMMER). MIN. 5' PENETRATION. AT 2 x PIPE DIA CONTRACTOR'S OPTION, CAN MIN. INSTALL CHANCE GALV. TENSION SCREW ANCHOR, SS5 OR RR8. 22 +00 22 +40 o Fresr suerrtrK 1 EMLY CIEMNP ! CMDw IMAR 9Ua/ITAL 2 PLAN CIINIOE j1 3 Pl1W GLANCE 4 YYLAR SlJl1/ITAL N0. REVISION SCALE: 1 =°, HORIZ. 1" =20 VERT. A i �V05 '1% {:x.11'!?.�j' rip rap 2 +00 mattress 460 450 440 430 420 410 400 390 350 370 360 2 +60 gabions (typical) (size as required) NOTE: If pipe discharges ' perpendicular to stream, or gabions are located within the ordinary high water mark (OHWM) or will be 0 subject to abrasion from upstream sediments, a four -sided gabion basket located outside the OHWM should be considered. NOT TO SCALE *PIPE DILATION CALCULATION K FOR P WITH EXTENSIONS AS REQ D OR H EC ED 0 COMPLIANCE TO CITY STANDARDS SECTION A —A APPROVED EQUAL. BL = L(AT) S = (170') (50' F) (67x 10-� = 0.6' < 5' OK ;0&1�6 AL = PIPE DILATION (FT) PIPE ANCHOR L = LENGTH OF PIPE (FT) o 41- S AT = TEMPEATURE CHANGE 3808 8 NOT TO SCALE S = EXPANSSION COEFFICIENT 67x10_' IN /IN 'F (WWW.ENGINEERINGTOOLBOX.COM) am 4 SURVEYED: SCALE: GATE sue. OW � 4 D HOR k- W; 9W/, 99, G R E E N L E A F 1 2/30/201 DTY 0 ESM 14 POND A PLAN, CROSS SECTIONS & DETAILS _ RE \TO\ PONGE Earl 14 � ONE "�'�' DATUM °�"G Eslrl 14 CHECKED: Aim AT FULL SALE Planning /Building /Public Works Dept. N -02 IF NOT ONE INCH B Y DATE A P P R � "`�°"�`Y UTILITY PERMIT # 14004398 � z � °� Z Z C Z m T M 4 D cr: Z T D 0 D Z Z C m M M x ?= x < I 0 O ;s • limp Z C m z m D W Q Z U W D O D QT J v Ct) Opt r� z T D v D Z Z C m m n _ Z C� v 0 w 00 0 00 T, c W _J li Z J a i O 06 LL 0 a 0 a w z w w Q 0 i W J li CONTROL STRUCTURE NOTES: 1. USE A MINIMUM OF A 60 IN. DIAM. TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100 -YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS: CORROSION RESISTANT. NON- GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMP -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 IN. 6. PROVIDE AT LEAST ON 3 X 0.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. c� Cd 2 WorkkV Days Be ore You Dip 811 aD�r.ND,o�wN REMOVABLE WATER- 2. /TIGHT COUPLING MIN. � � Q 6 MIN. t W PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL NOT TO SCALE 6" MIN BETWEEN HERE AND D.W.S. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME & COVER ELEV. PER PLAN. CLEANOUT GATE: S H EAR GATE 18"0 1 N LET I.E. = 436.1 1, 18"0 STEPS OR LADDER ELEV NOTED ON MAIN DETAIL PLAN VIEW SCALE: 1 2' C.B. #16, TYPE 2 -60 "0 CONTROL STRUCTURE SCALE: 1 ' =2' o FWr sueMrrK 1 EAgLY CLEAIMIO ! OIMDMIG YriAR SUMMIT& 2 PLAN CFNf10E %1 —. 3 PIMI CFWIOE 4 IMAit SUBIMITAL N0. REVISION CONSULTING ENGINEERS L L C MANI! Avenue South 10 I I I +� Suite 205 FABRIC BAND (TYP) Federal Way, WA 98003 N'EEDOML WAY (283) 838•-4113 www.esmcivil.com ENOIRM (425) 297 -99W Civil Engineering Land Surveying Land Planning Public Works I Project Management ( Landscape Architecture ESM JOB #258- 044 -013 REMOVABLE WATER- 2. /TIGHT COUPLING MIN. � � Q 6 MIN. t W PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL NOT TO SCALE 6" MIN BETWEEN HERE AND D.W.S. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME & COVER ELEV. PER PLAN. CLEANOUT GATE: S H EAR GATE 18"0 1 N LET I.E. = 436.1 1, 18"0 STEPS OR LADDER ELEV NOTED ON MAIN DETAIL PLAN VIEW SCALE: 1 2' C.B. #16, TYPE 2 -60 "0 CONTROL STRUCTURE SCALE: 1 ' =2' o FWr sueMrrK 1 EAgLY CLEAIMIO ! OIMDMIG YriAR SUMMIT& 2 PLAN CFNf10E %1 —. 3 PIMI CFWIOE 4 IMAit SUBIMITAL N0. REVISION NOTES tIOG WAX [ RD 0 (TYP SPA CED. ► , AN cc c to pM been Mfr be Ur SPA W nAdmum dWrAler. SIMCE POST 2 AM" tip lop and baftm• usq H" ftW belOn M O ub Lllltl F «s FatMilt; b to TwWon Vfte whin M i0f5 of to fat U rift waara. 3 Dora an Skmoven and OW n131 WIRE Md 1wdlrra dWp or post SmbIY *0 of a w prdoulor �rHOM t�loa. TIE W111111111111 (TIP) - 1 SPMCSD 0 W WAX i _ KNUCKLED SELVAGE CHANT LWK HOC RINGS (TYP.) TENSION WIRE o `O a { (TYP) FENCE FABRIC TENSION WIRE i ' POST SPACED 24- MAX . t CONCRETE POST �� BASE (TYP.) SAILB _ 0 _ MINI TYPE 3 N EYE SOL T I TENSION WIRF FABRIC SAND STRETCHER BAR i_4, END OR CORNER (BRACE) POST DETAIL A TENSION WIRE EYE NUT EYE SOLT 1 TURNBUCKLE �t t •.� Mr LwT +� FABRIC BAND (TYP) z PULL POST - T5lISIOII XM - + TIEIISIOIN WIIIIE C w{, 1 TaIIOIGN M.IEa 4� M •�iiiiiK.; �'i�r'i � i�� � �i .is" �i 'ir � _•.' " .,. • • �s • ,•••s� �•,:•:: i• � :. i • •, �ti•�� •',�• a ,!,�, ii -•� •. :. I R• ♦ +. `�`` � • •� .. � . �.. t r •.r r w • � :ere . � . w ... • ♦: ;� 1 , �..,t•.� .'• `�4 ` .•e,�.� ! .�! '� is ` •`ar � mss' :�• .. �•� . e ..- � 'i .• � r e•. ;•� '• .�+ • •abi .4 '.s••.•_$� '�i ` d. DETAIL �O-`R�CORNER) B ,� — Z '" 7- x -- J O j �`% 77 ♦`'' :""fir - . '•:: ! a'i,;'` + :• ••, : r ,ri*•; • : : :•y • 1 •i ,,� ' �• •:: a ;r �i i •�.i � Via'• w 4 • r.l�iii "`-= s.•sy:s•. ,•:::.•_s= .+sys•. .'i. •r. :�� ��, .' .:. .'. • :,ta•_saa,.i.•ar.•r •.f�•.ryr��1.•- �ii� �At��. �: Gti7� +-$�,r..w®rs��sacr:ir��.5���•� '` ��''-�''�'��`a�_�'�� ` �s�«'- �°,�rr�-0'e,�1"` ewer�i�£"�'�' -$'••e'er" NOTES tIOG WAX [ RD 0 (TYP SPA CED. ► , AN cc c to pM been Mfr be Ur SPA W nAdmum dWrAler. SIMCE POST 2 AM" tip lop and baftm• usq H" ftW belOn M O ub Lllltl F «s FatMilt; b to TwWon Vfte whin M i0f5 of to fat U rift waara. 3 Dora an Skmoven and OW n131 WIRE Md 1wdlrra dWp or post SmbIY *0 of a w prdoulor �rHOM t�loa. TIE W111111111111 (TIP) - 1 SPMCSD 0 W WAX i _ KNUCKLED SELVAGE CHANT LWK HOC RINGS (TYP.) TENSION WIRE o `O a { (TYP) FENCE FABRIC TENSION WIRE i ' POST SPACED 24- MAX . t CONCRETE POST �� BASE (TYP.) SAILB _ 0 _ MINI TYPE 3 N EYE SOL T I TENSION WIRF FABRIC SAND STRETCHER BAR i_4, END OR CORNER (BRACE) POST DETAIL A TENSION WIRE EYE NUT EYE SOLT 1 TURNBUCKLE �t TENSION VWIRE TIE WIRE - SPACED a 14- MAX, (TYP) j ry. '� ` <• TURNSUCKL E I TENSION WIRE 1�r t EYE BOLT HOG RING - SPACED t d 24` MAX r i EYE BOLT EYE NUT 1 TU�wJC14E TENSION WIRES 4 _. ¢• TEMIOIN was �r F ABRIC SAND (TYP, ) i� S j ;E C S 111ETC1El1t SIw (TVP ) PUL.I POST (WITHIN RUN) DETAIL BRACE POST 1 DETAIL W' CHAIN LINK FENCE TYPE 3 — CONTRACTOR TO INSTALL FROP -T NOT TO SCALE AWAY FROM STRUCTURE EDGE TO AVOID CONFLICT WITH DEB RI S C A G vJ AND MAKE SURE FROP -T IS STRUCTURALLY SECURE. � , � - �+ Lac �� TYPE 3 OR 4 oousl.E 14 FT CHAIN LMIK GATE -PAY LIMIT PAY LaaT DOUBLE 20 FT CHAIN LINK GATE - PAY lJ1AfT EL. 445.80 HOG RINGS - SPACED _ 1 V -0' EL. 445.5 z PULL POST w MAX (Typ) ? BATE POST (TYP) - 3 1rP TIE WIRES (TIN) - MATCH FENCE r DLW MW SCH 401 SPACED t4• MAX SELVAGE (TYP) TOP HINGE - 1or j TENSION WIRE WONG (TYP) DESIGN W.S. EL 445.50 4 "0 ELBOW W TEI�I RE ON WI r,�. TRUSS Roo () •, TYPi • R' 1 -1 /2" 0 ORI ICE FAQ SAND ( ' TENSION EL. = 444.25 '"""ES 4. x^ STRETCHER 5AR (TYP) xx. 6"0 ELBOW W 7%. ' } 2 -5/8"0 ORIFICE EL. = 443.25 (TYP TENSION °) ) (MDT PWQUMD F"ow OR CHAIN LM FENCE TYPE 4) � • , , • ti CHAIN LIW FENCE FAWK 3' • Cr - CHAIN LINK FENCE TYPE 3 r - 0• - CHAIN LAM( FENCE TYPE 4 12' ROUND (TYP) 2.25' =1.50 I.E. = 436.25, 18 "0 18 "0 FROP TEE RESTRICTOR PLATE WITH 1 -3/4"0 ORIFICE r.r..r M ... man �"• ' ar 1 t F/rRIC SAND TOP to" - EYE MOLT EYE NU T TENSION V*W TENSION VOW 1 4s. �•� erli . I4►.li Qi Ike .e 410 rij 0*1 ��1 :.❖ -- - - -- • -• - - -- - -• - -- - --- .>rss.at All ;- FABRIC SAND (TYP) y! DOUBLE "TE L - T URNBUCKLE VA EYE MOLT TENSION VOW :x ;> NOT HE STRETCR BAR RE aTTCHER OAR (TYP) Puu POST DUAL 0 STRETCHER SAN (TYP) F ASRIC SAND (TYP) 4 rig, I EYE SOLT TulwMUCH�E it MMON WORE (TIP) (NOT EYE NUT t - RECAN" FOR CHAIN LAM( FENCE TYPE 41 7 ' i r �L MTO& O NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L-30.1 0-01 FENCE TO BE COATED W /BLACK VINYL CHAIN LINK GATE NOT TO SCALE SCALE: VERTICAL: NAw 1 CITY OF NM HORIZONTAL: PIAD 1983/3/ 1991 RENTON L ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY �Tti'da IIIm METHOD OF FASTENM S I ME M ER eAR TO POET NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L- 20.10 -02 FENCE TO BE COATED W /BLACK VINYL t •.� Mr LwT +� FABRIC BAND (TYP) z PULL POST - T5lISIOII XM - + TIEIISIOIN WIIIIE C w{, 1 TaIIOIGN M.IEa 4� M STRETCHER BAR (TYP,) PULL POST (AT END DETAIL �O-`R�CORNER) B TENSION VWIRE TIE WIRE - SPACED a 14- MAX, (TYP) j ry. '� ` <• TURNSUCKL E I TENSION WIRE 1�r t EYE BOLT HOG RING - SPACED t d 24` MAX r i EYE BOLT EYE NUT 1 TU�wJC14E TENSION WIRES 4 _. ¢• TEMIOIN was �r F ABRIC SAND (TYP, ) i� S j ;E C S 111ETC1El1t SIw (TVP ) PUL.I POST (WITHIN RUN) DETAIL BRACE POST 1 DETAIL W' CHAIN LINK FENCE TYPE 3 — CONTRACTOR TO INSTALL FROP -T NOT TO SCALE AWAY FROM STRUCTURE EDGE TO AVOID CONFLICT WITH DEB RI S C A G vJ AND MAKE SURE FROP -T IS STRUCTURALLY SECURE. � , � - �+ Lac �� TYPE 3 OR 4 oousl.E 14 FT CHAIN LMIK GATE -PAY LIMIT PAY LaaT DOUBLE 20 FT CHAIN LINK GATE - PAY lJ1AfT EL. 445.80 HOG RINGS - SPACED _ 1 V -0' EL. 445.5 z PULL POST w MAX (Typ) ? BATE POST (TYP) - 3 1rP TIE WIRES (TIN) - MATCH FENCE r DLW MW SCH 401 SPACED t4• MAX SELVAGE (TYP) TOP HINGE - 1or j TENSION WIRE WONG (TYP) DESIGN W.S. EL 445.50 4 "0 ELBOW W TEI�I RE ON WI r,�. TRUSS Roo () •, TYPi • R' 1 -1 /2" 0 ORI ICE FAQ SAND ( ' TENSION EL. = 444.25 '"""ES 4. x^ STRETCHER 5AR (TYP) xx. 6"0 ELBOW W 7%. ' } 2 -5/8"0 ORIFICE EL. = 443.25 (TYP TENSION °) ) (MDT PWQUMD F"ow OR CHAIN LM FENCE TYPE 4) � • , , • ti CHAIN LIW FENCE FAWK 3' • Cr - CHAIN LINK FENCE TYPE 3 r - 0• - CHAIN LAM( FENCE TYPE 4 12' ROUND (TYP) 2.25' =1.50 I.E. = 436.25, 18 "0 18 "0 FROP TEE RESTRICTOR PLATE WITH 1 -3/4"0 ORIFICE r.r..r M ... man �"• ' ar 1 t F/rRIC SAND TOP to" - EYE MOLT EYE NU T TENSION V*W TENSION VOW 1 4s. �•� erli . I4►.li Qi Ike .e 410 rij 0*1 ��1 :.❖ -- - - -- • -• - - -- - -• - -- - --- .>rss.at All ;- FABRIC SAND (TYP) y! DOUBLE "TE L - T URNBUCKLE VA EYE MOLT TENSION VOW :x ;> NOT HE STRETCR BAR RE aTTCHER OAR (TYP) Puu POST DUAL 0 STRETCHER SAN (TYP) F ASRIC SAND (TYP) 4 rig, I EYE SOLT TulwMUCH�E it MMON WORE (TIP) (NOT EYE NUT t - RECAN" FOR CHAIN LAM( FENCE TYPE 41 7 ' i r �L MTO& O NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L-30.1 0-01 FENCE TO BE COATED W /BLACK VINYL CHAIN LINK GATE NOT TO SCALE SCALE: VERTICAL: NAw 1 CITY OF NM HORIZONTAL: PIAD 1983/3/ 1991 RENTON L ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY �Tti'da IIIm METHOD OF FASTENM S I ME M ER eAR TO POET NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L- 20.10 -02 FENCE TO BE COATED W /BLACK VINYL i 1 =4 4 J • z 'z z yc; D 0 M a z c� z C 3 M CHAMI LJS( FBICE TVP'E 3 GR 4 z •.� Mr LwT +� 1a or (TVP) z PULL POST - T5lISIOII XM - + TIEIISIOIN WIIIIE C 1 TaIIOIGN M.IEa M D HOG Vann - SPACED } _ OC i 1 =4 4 J • z 'z z yc; D 0 M a z c� z C 3 M CHAMI LJS( FBICE TVP'E 3 GR 4 •.� Mr LwT 1a or (TVP) PULL POST - T5lISIOII XM - + TIEIISIOIN WIIIIE 1 TaIIOIGN M.IEa HOG Vann - SPACED } _ OC it wx (TIP) — Z '" 7- x -- J O j fTR£TMCER SAR - > 77 iAaRN1C wIO TUFSAOUCIU T sorrm HMKis TBwON (TN) AOT UM � role C" w v\,,, 7 - EVE SOLT "wpm 0lTAL CO R- 380820 CHECKED FOR CO PLIANCE TO CITY STANDARDS JJ C3 az M g^ �s GREENLEAF POND DETAILS UTILITY PERMIT #14004398 DATE: FIEL I)BOOK: PAGE: DRA PING NO: PN-041 Ste: OF: 23 N D • now 5T z y` 1 c �r IM o� x- — — 1 m � O D W Q Z U W 3 O cr- OL y�T J D �Z Z 2• �Z T D 0 a D 2 Z C 9 m m a Lki 3 W J LA- T O —z �r IM o� x- — — 1 i O Lki 3 W J LA- T O �r IM o� — Lki 3 W J LA- W I J L_ 24' EASEMENT 2' COMPACTED 2' COMPACTED GRAVEL 20' GRAVEL a: BASE COURSEvv......,...., LL 3" COMPACTED DEPTH ATB Q 2' COMPACTED DEPTH HMA w EMERGENCY ACCESS- .j Z sca.E: i' =s' w GENERAL NOTES W 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING /� COUNTY ROAD STANDARDS (KCBs), KING COUNTY SURFACE WATER DESIGN MANUAL V (KCSIMDAI) AND THE CONDITIONS OF PRELMIMIARY SUBDIVISION APPROWAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND MI THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDfT10NAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEYEHTS MIRHNN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CRY OF RENTON. SOME ELEMENTS MAY FUWE BEEN OVERLOOKED OR MISSED BY THE CRY PUW REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, G/S, ELECTRICAL, ETC.). 4. BEFORE ANY (INSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HEIR BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.Y. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. R SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE MNTIATING OFF SITE WORK WITHIN THE ROAD RIGHT -OF -WAY. 8. FRANCHISED UfILR1ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SEf OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION 7}N2EE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1968 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE DRANrAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APMIA STANDARD SPECFICATIONS. 11. ALL UTHJTY TRENCHES SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBG(tADE SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2- 06.5). 13. OPEN CllfilNG OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEIACES, PROTECTIVE EQUIPMENT, fUuGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY Tlil►T MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FL.AGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, 'TRAFFIC CONTROL,' OF THE WSDOT STANDARD SPEpfICA110NS SHALL APPLY IN ITS ENTIRETY. CAI 2 WbrkkV Daye Beiore You Dip 811 um" W1*rW-0.M Lmaw CWIW a�,Mrr�,a�wN 22' lag EASEMENT 1 COMPACTED 10 1 1 COMPACTED GRAVEL I I GRAVEL I 2. 1 M,4X 2.OX _ .OX 2:1 MqX. S' 5' (TYP.) (TYP.) 8' (TYP•) 12"0 S. D. SHARED DRIVEWAY SCALE: 1 " =6' PER RENTON CONCRETE PRODUCTS "PRIVATE YARD DRAIN" OR EQUAL '\--8 "m S.S. SLOTS 18 - 20) - DISHED CAST IRON GRATE PER OLYMPIC FOUNDARY GRATE N0. 5819 � GROUT (LOW w w � 18 0 1 LENGTH 18 N CONC. CULVERT 6' CONCRETE BOTTOM TO BE POURED IN PLACE BY CONTRACTOR YARD DRAIN 0 D 'MIN x m ( 2: 1 MAX. I 2.OX _ � _ 2.0% I 2: 1 MAX. 5' 5' (NP.) 3' (NP.) 6' CRUSHED SURFACING BASE COURSE � � 3" COMPACTED DEPTH ATB 5' C, "0 W. M. R 2" COMPACTED DEPTH HMA °0 MIN. PROPERTY LINE 12 "0 S. D. � (n 6f -8'0 S.S. z Z DRIVEWAY (LOTS 89 32-34) Q - 7 3 5' MIN � /'► NO 14 C,cESS :: 7eA4v. AIW� AIUMD y EMENT �suT ,ee6l'D IF so! a: PR RN UN O 3' 20' 2' 1' MIN. SEPARATION � 10" 10' EXISTING GROUND � I I 2:1 TO EXISTING SLOPE 06 SHALL DAYLIGHT TO EXIST. BLOCK WALL I GROUND WITHIN EASEMENT Q 2. OX _ _ 2.0% Q 0 Am rai icuGn ci iwceciur_ EXISTING GROUND a: BASE COURSEvv......,...., LL 3" COMPACTED DEPTH ATB Q 2' COMPACTED DEPTH HMA w EMERGENCY ACCESS- .j Z sca.E: i' =s' w GENERAL NOTES W 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING /� COUNTY ROAD STANDARDS (KCBs), KING COUNTY SURFACE WATER DESIGN MANUAL V (KCSIMDAI) AND THE CONDITIONS OF PRELMIMIARY SUBDIVISION APPROWAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND MI THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDfT10NAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEYEHTS MIRHNN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CRY OF RENTON. SOME ELEMENTS MAY FUWE BEEN OVERLOOKED OR MISSED BY THE CRY PUW REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, G/S, ELECTRICAL, ETC.). 4. BEFORE ANY (INSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HEIR BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.Y. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. R SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE MNTIATING OFF SITE WORK WITHIN THE ROAD RIGHT -OF -WAY. 8. FRANCHISED UfILR1ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SEf OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION 7}N2EE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1968 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE DRANrAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APMIA STANDARD SPECFICATIONS. 11. ALL UTHJTY TRENCHES SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBG(tADE SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2- 06.5). 13. OPEN CllfilNG OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEIACES, PROTECTIVE EQUIPMENT, fUuGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY Tlil►T MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FL.AGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, 'TRAFFIC CONTROL,' OF THE WSDOT STANDARD SPEpfICA110NS SHALL APPLY IN ITS ENTIRETY. CAI 2 WbrkkV Daye Beiore You Dip 811 um" W1*rW-0.M Lmaw CWIW a�,Mrr�,a�wN 22' lag EASEMENT 1 COMPACTED 10 1 1 COMPACTED GRAVEL I I GRAVEL I 2. 1 M,4X 2.OX _ .OX 2:1 MqX. S' 5' (TYP.) (TYP.) 8' (TYP•) 12"0 S. D. SHARED DRIVEWAY SCALE: 1 " =6' PER RENTON CONCRETE PRODUCTS "PRIVATE YARD DRAIN" OR EQUAL '\--8 "m S.S. SLOTS 18 - 20) - DISHED CAST IRON GRATE PER OLYMPIC FOUNDARY GRATE N0. 5819 � GROUT (LOW w w � 18 0 1 LENGTH 18 N CONC. CULVERT 6' CONCRETE BOTTOM TO BE POURED IN PLACE BY CONTRACTOR YARD DRAIN ALib.. PLACE ROOF DRAIN HIGHER. CLEAN -OUT WITH PERMANENT CAP 3ASIN - AREA DRAIN NOT TO SCALE PLACE CLEANOUT AT 300' MAX. SPACE, AT 90' BENDS, EACH 2ND 45' BEND, PIPE ENDS NOTE: MIN. PIPE SIZE 6 "0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP. AND WHERE CLEANOUT IS IN PAVEMENT: IRON RING 3 COVER PER IFCO 5247 OR EQUIVALENT 45' BEND -{ PERMANENT CAP OR CONNECT PIPE i 45` WYE TEE. CROSS. OR 45' WYE AT BENDS CLEAN -otri oIIMAL TEMPORARY CAP ON END OF ROOF DRAIN STUB. MARKED BY 2'x4' STAKE �! PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN S - PLAN - 225.10 DEPARTMENT COLLECTION SYSTEM CROSS SECTION MARCH 2008 CONSULTING ENGINEERS L L C 33400 8th Avenue South I ® I I I Suite 205 Federal Way, WA 98003 F'80W DIY (253) 83"l13 www.esmcivil.com EVER'T (425) 297 -NM Civil Engineering Land Surveying Land Planning Public Works I Project Management Landec:We Architecture ESM JOB #258- 044 -013 80 '_�� r�turJES SICcw/�,f FtArl� TEE !GTE ' (SEE NCrE 7 1; i _f PAYED DR-,*_ *Ay NEaSLE D 3 e EXPAAS ON NT (-'11P ` ISEF $10 PLAN 1,2 coNC�eTE k R Y rA j f `. uh r R IIL y St E NOTi t l{ 3 : +.`t Y.: F': RA.' IF Wi')-- I?-- 1L 8 r48 S Gull-TES; I e' COr4TllA T 0►. x'lNT ;TYP 4SEE 5TD PIA14 11: P_M WEW �c•yw I f • SOEVMA:K ��. .PA Sf0a Tr _ CF J c ' SEC-)(',N a r `} F r T'U PY.ArJ lC / . Di�fERENCE Ir S' -DOE t.u� - r DtJA*Ar M Pt.W'%* 5.00E ,StO 00,VILWAY W PELAIIVE N F GA TI VF SL OPC ISI CIM St✓OKW E KAG•GE„ATEC � � TEE CL CLEANOUT PLAN 1 (FOR 900 BEND) ONCRE-E SM WALK TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL W'TH 6U;:FER; E61t.'ti t",lilYNCi?1'�- C'JRB A CUTTER :se« Noie -^, For NOTES STD PLAN 104.2 9TD. PLAN -- 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT P .. I �.AWACOfM,41L I D ENTRANCE -TYPE RID �, l � � r r - SERVICE DRAIN DRAIN WYE CLEANOUTJ '-- SERVICE TEE PLAN 2 (FOR LOT SERVICE) cm. PM cumacwmgm � PMIOIWr �N �1� t cov"rw rw am i M anuftmEw e» @M �P t� pi; OOIrIECr � I 1� 4r WYE TEL oAOSS, OR er wet: xr sacs ELEVATION CLEAN -OUT DETAILS NOT TO SCALE (_.egg PP_U'rf `ty� it s Cdr, 5traru, R/W I 5 , S/W 8' PLANTER or �. S FM CE#AM CONGO* 4311% N0M a1 CEAVENT CONCRErE ` ~=roMamrc SIDEWALK `i 1= WrAL 1*111111 3MKn TYPE C� - 18011ETAIC VIEW f - Wmr s NOTES 1. when a driveway width exceeds 15 feel, construct a full depth expetnion joint w#h 318* joint ft%r along the (driveway bm lines FAG! a caw (Sets std. plan 102). Construct expansion joints pw*W wOh In seeeE ,�- � ur - � � cum oe.� canislritne as required at 15 ma�dmurn spacing when cilivelrey oarnl11ACTM Jose CW widths exceed 30'. M PL M to Siff ~; r b vie' IL r Ze See std. plan 102 for sidewalk details, 3. Curb and gutter sh+ awn. other curb designs may be spedled See std- plan 1101 for curb details. • . _ x 4. Not used. -- 1' -I' I 1'•t j S. The engineer will design all driveways to Include elevelons at a1 Ire os1111111relwr uamenucom se wwloe points marked with symbol "X". Ali elevations one et the back of s10 r>= FULL� a tivT� oETK curb top on uphill aide. 6. Not used. 7. For Driveway Wki is see DRIVEWAY STANDARDS (See NOTE 10). The expansion pinta (see std. plan 102) *W be spaced as shown In the conewI ont#ng Isiorrtw'1C view. 8. Stapes shell comply with sections R303.2.1 or R3032.2 or _ FATE OF ADJACW Cue R3032.3 of the Revised i Dmft Guidelina for Accessible Public 1 • Ri#bts -of Way ofNovssnber 23, 2005 (PROWAG). 9. Curb returns for any Type C -MAX Driveway may be approved on i a cae-by-cage basis. • . 1 R - - - -01lRTdt MWAIM • ,• It 10. STREET STANDARDS = Renton Municipal Code (RMC) Title IV Development Reputations CHAPTER 6 STREET AND UTIUTY STANDARDS Section 4-6400 STREET STANDARDS DEPRESSED CURB DETAIL.. AT FOUNOHrflAL OR t711rVl VAM Aft ALL.M DRIVEWAY S'T'ANDARDS = Renton MuMeipat Code (RMC) Tide N DevWiopment Rezukakm D1i1111,111111111my IWM Tyn C18 CHAPTER 4 R AMiderA 1 - -- - -- CITY -WIDE PROPERTY DEVELOPMENT STANDARDS "Wave of tom, _ Section 4-4-M PARKING, LOADING AND DRIVEWAY tUAx'r LsiiiiiIiiI REGULATIONS am. nL - 1" .2 t; L ��' �, t �, CEMENT CONC TE D %FIT SWAY E 7 AND DETAILS 6' 0.5' PARKING �-- M 1 *2: 2:1 AX. 2: 1 MqX 2_ - -_ NO SIDEWALK LEFT SIDE ON ROAD C CEMENT CONCRETE FROM STA. 4 +31.68 VERTICAL CURB TO STA. 5 +59.76 AND GUTTER (SEE SHEET RD -03 FOR ROADWAY 6" CRUSHED SURFACING TRANSITION BASE COURSE INFORMATION)* 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA 53' LIMITED RESIDENTIAL ACCESS 26' PAVEMENT 13' 20' TRAVEL LANE 3' MIN. � COVER 2.0% 5, , 5, TYP. ) -1-(TYP. 8"o W.M. R/W 13' 8' PLANTER 5' S/W 0.5' 2.OX .1 M 5' 8' TYP. (TYP.) 8"O S.S. 12 "0 S.D. LIMITED RESIDENTIAL ACCESS -ROAD A, B & C' SCALE: 1 " =6' * REFER TO SHEET RD -03 FOR SPECIFIC ROADWAY TRANSITION INFORMATION R- 380812 CHECKED FOR C AAPUANCE TO CITY STANDARDS Z S fro- 1i f raj 0 FW SUNIf TTAL ESM J;IG/14 SURVEYED: SCALE: DATE: 1 EARLY CLF�i S oRA" MYLM TAL am VERTICAL: NAVD 83/ C 1 TY 0 F G R E E N L EA F 12,/3%ot HORIZONTAL: NAD 1983/1991 � DES M ROAD CROSS SECTIONS & DETAILS FIC-08 ": 2 PLAIT `�""°E f' �''' RENTON a9.#AM: PAGE: 3 PLAN CFIMIGE #2 am t4 Ot DIVE MICH DATUM DROMM "°: 4 MftM SUBMITTAL ESM CHECKED AT WT OW LL WALE Planning /Building /Public Works Dept. DT-01 s� L` NO. REVISION BY DATE APPR = SCALE AMY UTILITY PERMIT #14004398: ': W r""rX c z C z M m M D D 1Z D 0 D Z G1 Z C 9 ca M 0 D 'MIN x m ( CLEANOUT, TYP. K rr OC _ rJ 0 \ CATCH BASIN - AREA DRAIN R I I TEE i Z f PROPERTY LINE 1 - 7 3 5' MIN 0 -� ALib.. PLACE ROOF DRAIN HIGHER. CLEAN -OUT WITH PERMANENT CAP 3ASIN - AREA DRAIN NOT TO SCALE PLACE CLEANOUT AT 300' MAX. SPACE, AT 90' BENDS, EACH 2ND 45' BEND, PIPE ENDS NOTE: MIN. PIPE SIZE 6 "0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP. AND WHERE CLEANOUT IS IN PAVEMENT: IRON RING 3 COVER PER IFCO 5247 OR EQUIVALENT 45' BEND -{ PERMANENT CAP OR CONNECT PIPE i 45` WYE TEE. CROSS. OR 45' WYE AT BENDS CLEAN -otri oIIMAL TEMPORARY CAP ON END OF ROOF DRAIN STUB. MARKED BY 2'x4' STAKE �! PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN S - PLAN - 225.10 DEPARTMENT COLLECTION SYSTEM CROSS SECTION MARCH 2008 CONSULTING ENGINEERS L L C 33400 8th Avenue South I ® I I I Suite 205 Federal Way, WA 98003 F'80W DIY (253) 83"l13 www.esmcivil.com EVER'T (425) 297 -NM Civil Engineering Land Surveying Land Planning Public Works I Project Management Landec:We Architecture ESM JOB #258- 044 -013 80 '_�� r�turJES SICcw/�,f FtArl� TEE !GTE ' (SEE NCrE 7 1; i _f PAYED DR-,*_ *Ay NEaSLE D 3 e EXPAAS ON NT (-'11P ` ISEF $10 PLAN 1,2 coNC�eTE k R Y rA j f `. uh r R IIL y St E NOTi t l{ 3 : +.`t Y.: F': RA.' IF Wi')-- I?-- 1L 8 r48 S Gull-TES; I e' COr4TllA T 0►. x'lNT ;TYP 4SEE 5TD PIA14 11: P_M WEW �c•yw I f • SOEVMA:K ��. .PA Sf0a Tr _ CF J c ' SEC-)(',N a r `} F r T'U PY.ArJ lC / . Di�fERENCE Ir S' -DOE t.u� - r DtJA*Ar M Pt.W'%* 5.00E ,StO 00,VILWAY W PELAIIVE N F GA TI VF SL OPC ISI CIM St✓OKW E KAG•GE„ATEC � � TEE CL CLEANOUT PLAN 1 (FOR 900 BEND) ONCRE-E SM WALK TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL W'TH 6U;:FER; E61t.'ti t",lilYNCi?1'�- C'JRB A CUTTER :se« Noie -^, For NOTES STD PLAN 104.2 9TD. PLAN -- 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT P .. I �.AWACOfM,41L I D ENTRANCE -TYPE RID �, l � � r r - SERVICE DRAIN DRAIN WYE CLEANOUTJ '-- SERVICE TEE PLAN 2 (FOR LOT SERVICE) cm. PM cumacwmgm � PMIOIWr �N �1� t cov"rw rw am i M anuftmEw e» @M �P t� pi; OOIrIECr � I 1� 4r WYE TEL oAOSS, OR er wet: xr sacs ELEVATION CLEAN -OUT DETAILS NOT TO SCALE (_.egg PP_U'rf `ty� it s Cdr, 5traru, R/W I 5 , S/W 8' PLANTER or �. S FM CE#AM CONGO* 4311% N0M a1 CEAVENT CONCRErE ` ~=roMamrc SIDEWALK `i 1= WrAL 1*111111 3MKn TYPE C� - 18011ETAIC VIEW f - Wmr s NOTES 1. when a driveway width exceeds 15 feel, construct a full depth expetnion joint w#h 318* joint ft%r along the (driveway bm lines FAG! a caw (Sets std. plan 102). Construct expansion joints pw*W wOh In seeeE ,�- � ur - � � cum oe.� canislritne as required at 15 ma�dmurn spacing when cilivelrey oarnl11ACTM Jose CW widths exceed 30'. M PL M to Siff ~; r b vie' IL r Ze See std. plan 102 for sidewalk details, 3. Curb and gutter sh+ awn. other curb designs may be spedled See std- plan 1101 for curb details. • . _ x 4. Not used. -- 1' -I' I 1'•t j S. The engineer will design all driveways to Include elevelons at a1 Ire os1111111relwr uamenucom se wwloe points marked with symbol "X". Ali elevations one et the back of s10 r>= FULL� a tivT� oETK curb top on uphill aide. 6. Not used. 7. For Driveway Wki is see DRIVEWAY STANDARDS (See NOTE 10). The expansion pinta (see std. plan 102) *W be spaced as shown In the conewI ont#ng Isiorrtw'1C view. 8. Stapes shell comply with sections R303.2.1 or R3032.2 or _ FATE OF ADJACW Cue R3032.3 of the Revised i Dmft Guidelina for Accessible Public 1 • Ri#bts -of Way ofNovssnber 23, 2005 (PROWAG). 9. Curb returns for any Type C -MAX Driveway may be approved on i a cae-by-cage basis. • . 1 R - - - -01lRTdt MWAIM • ,• It 10. STREET STANDARDS = Renton Municipal Code (RMC) Title IV Development Reputations CHAPTER 6 STREET AND UTIUTY STANDARDS Section 4-6400 STREET STANDARDS DEPRESSED CURB DETAIL.. AT FOUNOHrflAL OR t711rVl VAM Aft ALL.M DRIVEWAY S'T'ANDARDS = Renton MuMeipat Code (RMC) Tide N DevWiopment Rezukakm D1i1111,111111111my IWM Tyn C18 CHAPTER 4 R AMiderA 1 - -- - -- CITY -WIDE PROPERTY DEVELOPMENT STANDARDS "Wave of tom, _ Section 4-4-M PARKING, LOADING AND DRIVEWAY tUAx'r LsiiiiiIiiI REGULATIONS am. nL - 1" .2 t; L ��' �, t �, CEMENT CONC TE D %FIT SWAY E 7 AND DETAILS 6' 0.5' PARKING �-- M 1 *2: 2:1 AX. 2: 1 MqX 2_ - -_ NO SIDEWALK LEFT SIDE ON ROAD C CEMENT CONCRETE FROM STA. 4 +31.68 VERTICAL CURB TO STA. 5 +59.76 AND GUTTER (SEE SHEET RD -03 FOR ROADWAY 6" CRUSHED SURFACING TRANSITION BASE COURSE INFORMATION)* 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA 53' LIMITED RESIDENTIAL ACCESS 26' PAVEMENT 13' 20' TRAVEL LANE 3' MIN. � COVER 2.0% 5, , 5, TYP. ) -1-(TYP. 8"o W.M. R/W 13' 8' PLANTER 5' S/W 0.5' 2.OX .1 M 5' 8' TYP. (TYP.) 8"O S.S. 12 "0 S.D. LIMITED RESIDENTIAL ACCESS -ROAD A, B & C' SCALE: 1 " =6' * REFER TO SHEET RD -03 FOR SPECIFIC ROADWAY TRANSITION INFORMATION R- 380812 CHECKED FOR C AAPUANCE TO CITY STANDARDS Z S fro- 1i f raj 0 FW SUNIf TTAL ESM J;IG/14 SURVEYED: SCALE: DATE: 1 EARLY CLF�i S oRA" MYLM TAL am VERTICAL: NAVD 83/ C 1 TY 0 F G R E E N L EA F 12,/3%ot HORIZONTAL: NAD 1983/1991 � DES M ROAD CROSS SECTIONS & DETAILS FIC-08 ": 2 PLAIT `�""°E f' �''' RENTON a9.#AM: PAGE: 3 PLAN CFIMIGE #2 am t4 Ot DIVE MICH DATUM DROMM "°: 4 MftM SUBMITTAL ESM CHECKED AT WT OW LL WALE Planning /Building /Public Works Dept. DT-01 s� L` NO. REVISION BY DATE APPR = SCALE AMY UTILITY PERMIT #14004398: ': W r""rX c z C z M m M D D 1Z D 0 D Z G1 Z C 9 ca M 0 D x v D -_z rr OC _ rJ 0 D TI v D TREE *too TREE s 112 TREE s tub T�tF� s1u^ TREE s tub TREE :109 TREE s1 � "�.4 44 ti , r TREE #9- TREE 696 TRU s:u1 TREE s -oo / TREE TREE �5 TREE •44 TREE stt6 TREE + TREE # 117 TREE s TREE *g TREE 4118 -40 TREE �T •. r =9 TREE + TREE x154 TREE 615_ TREE $159 TREE #15�7 TREE $158 TREE *159 TREE *i6o TREE s161 TREE 61533 ?0 TREE #152 TREE *151 150 140 lee . #148 ' TDRC - I T E ,# 6 ■ X TREE # 172 KFAI, #129 44" TREE +8b • TREE TREE ss, TR moo = RE . TREE •85 TREE s& -REE sts r TREE 679 .REE *8 :REE shit .REE tT TREE s -6 TREE :74 ■ `TREE •73 Z, :xEE 4 -$ • TREE s -2 TREE aS. '[ FREE EE 048 s TRFE s t :� 47 TREE 446 - TREE 071 YL E s6. TREE s51 ` t-y E TRIEE r� 1REE 662 TRF� 152 TREE . _ -� TWr T TRhE s TREE s43 TREE s5- ` T rTRE 41 -r r ■ 663 TREE - �' 631 • TREE s,3� i • TREE $ 34 s TREE &,:i,5 F TREE :30 � 4 TREL- *2,1 ,KW-E 627 X26 T ss3 T Ra x24 'TREE •2; TREE . ap rR� I21 TREE • z2 TREE em r- EE s 18j TREE s 1 / E .1? TFXE 616116 L�J •�� 1% t ' 'Mi , -T ` TREE •37 1 136 REE *33 TREE # 162 TREE x163 TREE x164 TREE #166 x ,4„ F TREE 167 TREE x 168 TREE #16q REE x 170 WE E 71 TREE #17 a�w 'Apo TREE z q, j UWE #176 Z KJJl xltsg 7nl- TREE 41 ' U T #179 Y I- 54 REE #1, { \, TREE #18 &. A TREE x181 TREE #182 1 ■ T E #187 TREE # 188 o � 0 O TREE *ii TREE s1U 14 TRFF. #9 TREE #8 ,ZOI / TREE ±t,5 T'RFF #3. TREE #4 r. x _ TREE �i��`` TREE # / PROPOSED REPLACEMENT TREE TREE #1 36" SPRUCE RETAIN TREE #2 18" DECIDUOUS REMOVE TREE #3 r 2o" DECIDUOUS REMOVE EE i' IV it IA I� As PROPOSED REPLACEMENT THE EXISTING TREE LEGEND P SCHEDULE BOTANICAL NAME COMMON NAME 'EE t�z TRREE .12 QTY SIZE REPLACEMENT TREES 18" DECIDUOUS REMOVE TREE #5 Pyrus calleryana 'Chanticleer' Flowering Pear* 10 2" cal Cercidiphyllum japonicum Katsura* 8 2" cal Fraxinus americana 'Autumn Applause' Ash* 9 2" cal Acer campestre 'Evelyn' Hedge Maple* 13 2" cal Amelanchier grandiflora 'Autumn Brilliance' Serviceberry* 12 2" cal Acer truncatum x A. plat. 'Warren's Red' Pacific Sunset Maple* 9 2" cal Acer circinatum Vine Maple* 16 2" cal Quercus coccinea Scarlet Oak* 4 2" cal Thuja plicata Western Red Cedar* 21 2" cal Pseudotsuga menziesii Douglas Fir* i8 2" cal *Drought tolerant once established 12o replacement trees required, 24" 120 provided TREE INFORMATION SOURCE: ESM CONSULTING ENGINEERS SPRUCE WESTERN RED CEDAR + -4" RIG LEAF MAPLE • PINE ` DRIP LINE OF TREE TO BE SAVED TREE #4 18" DECIDUOUS REMOVE TREE #5 1o" DECIDUOUS REMOVE TREE #6 ii 24" DOUGLAS FIR REMOVE TREE #7 26" DOUGLAS FIR REMOVE TREE #8 20" DOUGLAS FIR REMOVE TREE #9 9" BIG LEAF MAPLE REMOVE TREE #10 2o" DOUGLAS FIR REMOVE TREE #11 24" DOUGLAS FIR REMOVE TREE #12 1o" DOUGLAS FIR REMOVE TREE #13 16" BIG LEAF MAPLE RETAIN TREE #14 2o" BIG LEAF MAPLE RETAIN TREE #15 6" CEDAR RETAIN TREE # 16 8" CEDAR RETAIN TREE # 17 8" ALDER RETAIN TREE # 18 BIG LEAF MAPLE RETAIN TREE #19 24" BIG LEAF MAPLE RETAIN TREE #20 1o" BIG LEAF MAPLE RETAIN TREE #21 8" BIG LEAF MAPLE RETAIN TREE #22 8" CEDAR RETAIN TREE #23 18" BIG LEAF MAPLE RETAIN TREE #24 26" CEDAR RETAIN TREE # 25 1o" CEDAR RETAIN TREE # 26 8" BIG LEAF . MAPLE RETAIN TREE #27 22" BIG LEAF MAPLE RETAIN TREE #28 14 BIG LEAF MAPLE RETAIN TREE #29 26" CEDAR RETAIN TREE #30 26" CEDAR RETAIN TREE #31 3o" CEDAR RETAIN TREE #32 22" DOUGLAS FIR RETAIN TREE #33 20" ALDER REMOVE TREE #34 12" ALDER REMOVE TREE #35 14" ALDER REMOVE TREE #36 18" ALDER REMOVE TREE #37 22" ALDER REMOVE TREE #38 48" BIG LEAF MAPLE REMOVE TREE #39 44" BIG LEAF MAPLE REMOVE TREE #40 42" BIG LEAF MAPLE REMOVE TREE #41 20" ALDER REMOVE TREE #42 3o" ALDER REMOVE TREE #43 20" ALDER REMOVE TREE #44 20" ALDER REMOVE TREE #45 16" ALDER REMOVE TREE #46 18" ALDER REMOVE TREE #47 16" ALDER REMOVE TREE #48 26" ALDER REMOVE TREE #49 12" ALDER REMOVE TREE #5o 1o" ALDER REMOVE TREE #51 8" ALDER REMOVE TREE #.52 8" ALDER REMOVE TREE #53 10" ALDER REMOVE TREE #54 6" ALDER REMOVE TREE #55 20" ALDER REMOVE TREE #56 8" ALDER RETAIN TREE #57 6" ALDER RETAIN TREE #58 14" ALDER REMOVE TREE #59 1o" ALDER RETAIN TREE #6o 1o" ALDER RETAIN ALDER DOUGLAS FIR COTTONWOOD ♦ UNKNOWN DECIDUOUS TREE _ EX MNG TREE TO BE REMOVED, - TYPICAL TREES ON SITE: EXCLUDED TREES: TREES TO BE CALCULATED: TREES REQUIRED TO BE: RETAINED IN THE R -8 ZONE TREE # 61 8" ALDER TREE #62 14" ALDER TREE #63 22" CEDAR TREE #64 22" DOUGLAS FIR TREE #65 12" BIG LEAF MAPLE TREE #66 20" BIG LEAF MAPLE TREE #67 20" BIG LEAF MAPLE TREE #68 12" BIG LEAF MAPLE TREE #69 26" DOUGLAS FIR TREE #70 1o" BIG LEAF MAPLE TREE #71 22" DOUGLAS FIR TREE #72 30" CEDAR TREE #73 36" DOUGLAS FIR TREE #74 12" ALDER TREE #75 8 "' ALDER TREE #76 8" ALDER TREE #77 12" ALDER TREE #78 1o" ALDER TREE #79 8" ALDER TREE #8o 6" ALDER TREE #81 8" ALDER TREE #82 8" ALDER TREE #83 6" ALDER TREE #84 8" ALDER TREE #85 8" ALDER TREE #86 12" ALDER TREE #87 14" ALDER TREE #88 6" ALDER TREE #89 12" BIG LEAF MAPLE TREE #go 14" ALDER TREE #91 16" BIG LEAF MAPLE TREE #92 BIG LEAF MAPLE TREE #93 46" DOUGLAS FIR TREE #94 12" DOUGLAS FIR TREE #95 32" DOUGLAS FIR TREE #96 8" ALDER TREE #97 16" ALDER TREE #98 8" ALDER TREE #99 24" DOUGLAS FIR TREE # 1oo 6o" BIG LEAF MAPLE TREE #1o1 1o" BIG LEAF MAPLE TREE #102 30" DOUGLAS FIR TREE #103 36" DOUGLAS FIR TREE #104 12" BIG LEAF MAPLE TREE # 105 24" BIG LEAF MAPLE TREE #1o6 24" BIG LEAF MAPLE TREE #107 18" BIG LEAF MAPLE TREE *1o8 18" BIG LEAF MAPLE TREE #109 2o" BIG LEAF MAPLE TREE # 110 12" DOUGLAS FIR TREE # 1 i 1 18" DOUGLAS FIR TREE *112 12" DOUGLAS FIR TREE *113 20" BIG LEAF MAPLE TREE #114 12" DOUGLAS FIR TREE # 115 14 DOUGLAS FIR TREE *116 14" BIG LEAF 1MAPLE TREE #117 16" DOUGLAS FIR TREE *118 30" CEDAR TREE # 119 12" BIG LEAF MAPLE TREE #120 16" DOUGLAS FIR 190 45 145 163x0.3 =44 NUMBER OF TREES PROPOSED: 24 FOR RETENTION PER RMC 4- 4- 130(1)(e)(i), WHEN THE REQUIRED NUMBER OF PROTECTED TREES CANNOT BE RETAINED, NEW TREES, WITH A 2" CALIPER OR GREATER, SHALL BE PLANTED. THE REPLACMENET RATE SHALL BE TWELVE CALIPER INCHES OF NEW TREES TO REPLACE EACH PROTECTED TREE REMOVED. NUMBER OF TREES IN SHORTFALL OF RETENTION REQUIREMENT: 20 NUMBER OF NEW REPLACEMENT 2" CALIPER TREES REQUIRED TO SATISFY SHORTFALL: 120 REPLACEMENT TREES REQ'D: 120 TREE #121 2o" BIG LEAF MAPLE REMOVE _ TREE #122 18" CEDAR REMOVE STATE of TREE #123 12" DECIDUOUS REMOVE WASHINGT TREE #124 18" ALDER REMOVE � E E ,LAN CT TREE #125 14" ALDER REMOVE TREE #126 12" CEDAR REMOVE TREE #127 46" BIG LEAF MAPLE REMOVE M. v Y TREE #128 6o" BIG LEAF MAPLE REMOVE CERTIFICATE No. 774 - TREE #129 44" BIG LEAF MAPLE REMOVE - - TREE #130 12" ALDER REMOVE - TREE #131 18" ALDER REMOVE TREE #132 REMOVE 2 DECID O S REM 3 DECIDUOUS O TREE #133 3o" DOUGLAS FIR REMOVE TREE #134 6" ALDER REMOVE TREE #135 26" DOUGLAS FIR REMOVE TREE #136 8" BIG LEAF MAPLE REMOVE TREE #137 8" BIG LEAF MAPLE REMOVE TREE #138 12" ALDER REMOVE _ TREE #139 14" ALDER REMOVE - - - - - - TREE # 14o 6" ALDER REMOVE - - - - TREE # 141 6" ALDER REMOVE M o � TREE #142 8" ALDER REMOVE at W V TREE #143 38" BIG LEAF MAPLE OFFSITE 4W 14 TREE #144 20" COTTONWOOD REMOVE c 44 U TREE #145 20" COTTONWOOD REMOVE TREE #146 8" BIG LEAF MAPLE REMOVE od 2 a� TREE #147 I LEAF MAPLE REMOVE 47 14T} BIG � TREE # 148 12 BIG LEAF MAPLE REMOVE v C% TREE #149 20 t, BIG LEAF MAPLE REMOVE �. TREE #150 " PO 2 o BIG LEAF MAPLE REMOVE TREE #151 2o" BIG LEAF MAPLE REMOVE c . TREE #152 24" DOUGLAS FIR REMOVE '"'' o to TREE #153 1o" BIG LEAF MAPLE REMOVE 3 TREE #154 10" BIG LEAF MAPLE REMOVE TREE #155 20 BIG LEAF MAPLE REMOVE TREE #156 20" CEDAR REMOVE AP TREE #157 18" BIG LEAF MLE REMOVE W �. TREE #158 22 BIG LEAF MAPLE REMOVE w �, TREE #159 1o" DECIDUOUS REMOVE z > 59 � TREE #16o 6" ALDER REMOVE W TREE #161 16" BIG LEAF MAPLE REMOVE a TREE #162 6" COTTONWOOD REMOVE '" TREE #163 12" COTTONWOOD REMOVE Z TREE #164 1o" COTTONWOOD REMOVE 0 4 TREE #165 10" COTTONWOOD REMOVE TREE #166 24" BIG LEAF MAPLE REMOVE Z TREE *t67 6" DECIDUOUS REMOVE�,� TREE #168 6" DECIDUOUS REMOVE x TREE* 169 22" DOUGLAS FIR REMOVE M--� TREE #17o 8" DOUGLAS FIR REMOVE TREE #171 14" DOUGLAS FIR REMOVE TREE *172 8" DECIDUOUS REMOVE W TREE #173 6 COTTONWOOD REMOVE E-1 TREE #174 6" COTTONWOOD REMOVE W TREE *175 6" COTTONWOOD REMOVE. TREE #176 12" DECIDUOUS REMOVE TREE *177 10" DECIDUOUS REMOVE W TREE #178 1o" DECIDUOUS REMOVE TREE #179 8" DECIDUOUS REMOVE. w TREE #18o 8" DECIDUOUS REMOVE TREE #181 34" COTTONWOOD REMOVE TREE #182 12" COTTONWOOD REMOVE TREE #183 8" DECIDUOUS REMOVE z TREE #184 20" BIG LEAF MAPLE REMOVE Q TREE #185 6" DECIDUOUS REMOVE TREE #186 8" DECIDUOUS REMOVE TREE #18 2 " DOUGLAS FIR REMOVE 7 4 TREE #188 2o" DOUGLAS FIR REMOVE TREE #189 14" DECIDUOUS REMOVE. W r+� CHECKED FOR COMPLIANCE TO CITY STANDARDS V 04,, y ar, 2 1-20 1/5- � z AO w x .. JIN - - JAIV 8 -12 -14 - AS SHOWN L -1 0 50 100 150 NORTH SCALE 1 "= 50' -0" SHEET SIZE 22 "x34�� 26 OF 39 • L Ti O Z M D z Z C z 3 0 T M 0 D 0�0 Ti ,C I :n z D O D Z Z C 3 m m Ti O x x M D z 0 1> 0 0�0 Ti O M D i io W �Z �a x EM4 i CLIMBING ROCK. 5 -6 MAN BOULDER WITH ROUNDED EDGES, SET IN GROUND PLAY WDT- O B — _ — �= y WITH TIMBER EDGING. MINIMUM 12 � STATE OF APPROVED SAFETY PLAY CHIPS 1 � � : � � � a WASHINGT E 5' WI 4 ' DEPTH CRUSHED RO LAN CT :— PATH WITH ALUMINUM EDGING f : H. M ELT BED ERMIN�D M. " Y BEN D O ET CERTIFICATE No. 774 IN— GROUND MOUNT 0400 Y - x u t� C X � TRACT E -I PARK r LANDSCAPE PLAN -NORTH rJ �t1L ri 1 = L V �4 ti t . i( yJ- . k { t y� M • Jl • N T X i k y 0 x. . }wi cn FOP LA1�TDSCAPE PLAN -LOTS ►7 �riLL' 1 — G V i i o� d z x� w z� 31 w Q H W� z F w � W w a� �/ R- 380814 �2 o 20 ao eo NORTH SCALE 1"=20 1 .0" SHEET SIZE 22 "x34" z� of ss Z z C 'z m Ao T m w x D . - JIAV - - - JIrN - 8 -12 -14 ec curnuu �2 o 20 ao eo NORTH SCALE 1"=20 1 .0" SHEET SIZE 22 "x34" z� of ss Z z C 'z m T m D T ^1 i= iI i• z- T ;c D O D Z Z C 3 m m M' x � - O > O n n O 7 T, 0 1 • 1 ♦� \ 1 ' / \ 1 � r ' 1 *416 IL 4do de \ ♦ \` F dop - - - -- 00 dopp / t t r f/ life q777 • + ; t r— -- �\ i 1� / Of t r \ f 1 1 1 t � + LANDSCAPE PLAN -SOUTH SCALE 1" =20' c • ► c i 1 14 i5 16 a t� �% / ` %% r� �r %% , T R A - c !S.01 / / T A TE. R"' SENSlI VE, AREA'S . • "tK.•i��.cs ------- - - -- -- � � 17 ■ 20 "i 9 � Z z c � 3 �t m z f 1 " 1 1 D j + i / •_ ' f 1 1 1 t � + LANDSCAPE PLAN -SOUTH SCALE 1" =20' c • ► c i 1 14 i5 16 a t� �% / ` %% r� �r %% , T R A - c !S.01 / / T A TE. R"' SENSlI VE, AREA'S . • "tK.•i��.cs ------- - - -- -- � � 17 ■ 20 "i 9 TRACT B OPEN SPACE STATE OF !01.N GT E LAN C CT V Y CERTIFICATE No. 774 o — CHECKED FOR COMPLIANCE TO CITY STANDARDS 6%A v pro PC pro w z w > ti n a° z 0-M4 o� �3 W w w� w 0 � W Wo W� O U w 014 u A _ JIrN 8 -12 -14 AS SHOWN L -3 � 0 20 40 80 NORTH SCALE 1 "= 20' -0" SHEET SIZE 22 "x34�� 2$ OF 39 . I z � Z z c � 3 �t m z f i 1 1 D TRACT B OPEN SPACE STATE OF !01.N GT E LAN C CT V Y CERTIFICATE No. 774 o — CHECKED FOR COMPLIANCE TO CITY STANDARDS 6%A v pro PC pro w z w > ti n a° z 0-M4 o� �3 W w w� w 0 � W Wo W� O U w 014 u A _ JIrN 8 -12 -14 AS SHOWN L -3 � 0 20 40 80 NORTH SCALE 1 "= 20' -0" SHEET SIZE 22 "x34�� 2$ OF 39 . I z • T Z m D 0 D Z Z C m m n Jl 777 ' x tJ > O r V,_ > O � Z z c � 3 o� m z m D • T Z m D 0 D Z Z C m m n Jl 777 ' x tJ > O r V,_ > O T o z u PIANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS REPLACEMENT TREES SHRUBS and GROUND COVER Color Growth 11Kt') i'l1l lk ftti!lK./ 1N111a Pyrus calleryana 'Chanticleer' Flowering Pear* 10 2" cal Full and Matching, min. 8'-lo' ht Cercidiphyllum japonicum Katsura* 8 2" cal Full and Matching, min. 8' -l0' ht Fraxinus americana 'Autumn Applause' Ash* g 2" cal Full and Matching, min. 8'-lo' ht Acer campestre 'Evelyn' Hedge Maple 13 2" cal Full and Matching, min. 8'-lo' ht Amelanchier grandiflora 'Autumn Brilliance' Serviceberry* 12 2" cal Full and Matching, min. 8'-lo' ht Acer truncatum x A. plat. 'Warren's Red' Pacific Sunset Maple g 2" cal Full and Matching, min. 8' -l0' ht Acer circinatum Vine Maple 16 2" cal Full and Matching, min. 8'-lo' ht Quercus coccinea Scarlet Oakes 4 2" cal Full and Matching, min. 8' -l0' ht Thuja plicata Western Red Cedar* 21 2" cal Full and Matching, min. 8'-lo' ht Pseudotsuga menziesii Douglas Fir* 18 2" cal Full and Matching, min. 8'-lo' ht *Drought tolerant once established 12o replacement trees required, l2o provided Bramble All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time Full and Matching /Plant 24" o.c. of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Sod Lawn 0HYDROSEED Common Name SHRUBS and GROUND COVER Color Growth 11Kt') i'l1l lk ftti!lK./ 1N111a It A Viburnum davidii David Viburnum 24 2 gal Full and Matching �111I111i:W1 1i11lllll Miscanthus sinensis Maiden Grass 21 2 gal Full and Matching QQ Nandina domestica Heavenly Bamboo 20 2 gal Full and Matching � Lavandula stoechas Spanish Lavender 21 2 gal Full and Matching � Euonymus fortunei 'Emerald n Gold' Euonymus 15 2 gal Full and Matching I All 141W Azalea sp. 'Hino- Crimson' Evergreen Azalea 11 2 gal Full and Matching Choisya ternata Mexican Orange 5 2 gal Full and Matching 50% Erica sp. 'Med. Pink' Heather 1 gal Full and Matching /Plant 24" 0-c- 50% Erica sp. 'Med. White' Heather 1 gal Full and Matching /Plant 24" o.c. 50% Arctostaphylos uva -ursi Kinnikinnik 4" pot Full and Matching /Plant 24" o.c. 50% Rubus pentalobus Bramble 411 Pit Full and Matching /Plant 24" o.c. 0 Sod Lawn 0HYDROSEED Common Name Genus & Specie, Color Growth 11Kt') i'l1l lk ftti!lK./ 1N111a It A I' Bluc WIkInc thnJlr g1jut l/• �111I111i:W1 1i11lllll %fi/IKl /!h nam, Z uh.'c I l l al to a%, !k x -/cun ,Iw I r,c ,/r.hil It- :1 t' Ishii FLIN %/!N/ //J kltluld-h-111,11 I;IIN' I' �� :IIIIII 11�l'1 /It i /:UX�N /� 1 �k %11 i X1.11 v'k, �l c.tcnl 1:u�1M� h la/k.! m1fichd/11111 Will(L• l' l3Lk-k -cv,Ld -Sw u l RIN11k% "I i/ura 1 Clio n% Black I' I All 141W ill wal, J.% -117NJ /% 11I1k' 1'lll /1t' 1' DESCRIPTION Western Native is a unique blend of native grasses and wildflowers formulated to beau - tiN• and naturalize your landscape by providing seasonal color. enhanced wildlife habitat, and natural soil stabilization. Western Native will provide a low maintenance. relatively inexpen- sive, long lasting, and ever- changing addition to any landscape or environment. Western Native is made up of 92% grasses and 8% wildflowers native to Western Wash- ington, and is suited to any planting site west of the Cascade ;Mountains than 3000 ft. eleva- tion. ESTABLISHMENT & MANAGEMENT Seeding rate: 2.25 lbs. per t000 sq. ft. too lbs. per acre i POST 10'_00 2 "x4 "x' CEDAR POST OR APPROVED EQUAL - - - -- - �- - ORANGE CONSTRUCTION --' TAUGHT W PULLED z P !' WN • .. 1� i POST SEE ENLARGEMENT /__ ExTG GRADE COMPACTED OR EXISTING SUBGRADE V-ORANGE F_NCE 2 "W6* CEDAR TRIM PIECE 112x3 "FLT. HO. SCREWS METAL VARING ATTACHED TO METAL POST WOULD BE SUFFICIENT ALTERNATIVE DETAIL LANDSCAPE NOTES 2 X Rootball Diameter &T-posts (metal fence posts). Paint poles black. Two per Tree. Remove after 2 years. Addt'I acceptable stake material would be 4" dia. Hem -Fir wood stake Plastic chain lock tree tie 2" depth water saucer around perimeter of planting pit. Tree wells 2x rootball. Mulch per notes. Remove all burlap from rootball unless fragile root system Remove all wire or other strapping from rootball Loosened native soil, remove all debris over 2" in diameter. Ensure planting pit has good drainage. Root deflector for trees adjacent to sidewalks Water and firmly compact before planting TREE PLANTING DETAIL NTS TM� PPOTCTION NOBS 1I'i C2tflC& IM ZONE C 001 Y 9COTCM211 5 %#U X MaCEP OOM '0 CJ'A" " OIZADING ACT1Vttf5. TK 0111XAL ArAt 15 M:�IWV A5 A CRCLE MMATH A RAD46 WT EX1EN125 ONE r'00r OX FROM ft CENTER 91 t MEE FOR EMY NCH 01� MINK G.D.H 9q "K AeA OF ft CF-at NAM R/M EX DUNG : tWM A Mme'5 TM fO A POINT NO LE55 ?H/V+i Tlf ENO OP A Mt ' 5 LONGZ5f WA&. Wf•tC} fWT 6 CnAfK. 2 3" OF Cowo5iw woovcia5 5I*,11. DE PLACED OVER im CRZ OP AL,.- 2Efwp Tw5 3 IM FWTCWN FENCING 5wfti' DE PID05EG N CONTINUOUS ROLL Mai CUf f0 ft LENGTH OF TK DAPW M AVOID U5E OF JW5. %tN JOINf5 AID NEa9WY, �ENCNG SNk L DE SPLICED f0a- (l OWY Af A 9YPOkIr P05f IMTH MIN 6'' OVMAP, MV 5EGU ELY FASTEN DOM EW5 TO Tif P05f. + *t fft 9VTECTION FENCE %&,_ DE N5fA AtO AN7 MAWAMD A MINI" OF 3` t3EYONP ft 01" WaE OF ft CC FOR &L PWUTW ME5. FtNGW %ALL CoWLMLY 5JMW ft WW ME MU TM AREA FENCING 5M.L IEMAN IN °LACE UN ft COW &*OW5 TW REMOVAL 0R,5525 A FINN. C"ICAS OF 0GCJYANCY, WF Of VW OGOJZ5 STATE OF WASHINGT E E LAN CT J M. VA Y CERTIFICATE No. 774 5. NO 5TOW OF MATft5 OR EQWWNT W TAN I)t OMICA, aOlOf Zgt 15 &LOVM`.t7. DL.M t7EVELOPME10, NO MR50N %tk.L AffACrt ANY 03.fff fO MY tf51C4A1 V FOQ P20iECf10N. 6, MACE/ REPAIR PWTCIM FENCING A5 WQL1W 1. GM 9iALL "M FLLED OR Wr M HlN 1�t OU OF ANY fft DE51 4AIW TO IEW4N W * OLJf MOR IEVEW 13Y flf C11Y 5 QUALFED TREE PRO 010N Pe0FffA0N0k *V A04a. WRKTEN APga9VAL :RJM 1K MCtOR. 6. fO ft CAATE5f EX1EW P9Xf1GAL, U' tfY TWNef5 %&L DE LOCK-:P OV5" OF 1K POOL I'POt ZPON Z01f O� IME5 fO DE RVAKV DOM6 OF nkNFLFZ l ft OU MIW VE CONWMV M AL TERNATIVE , Off %&L IEOJeV ff ADVANCE, Waf EN At'P"k 011W DIRECTOR. 9. TIEE5" One VEGitATION f0 m efwv qwW , x PRO>'Em QOM wn" APG SEDIWEN MUN. R- 380826 CHECKED FOR COMPLIANCE TO CITY STANDARDS (�P,a.4 f1 -Cam- �- (�°�►s a PrW 0 cm� � N 4i � 3 a � oPC PC w ' n w z Z Z z Ox � w W W w �H Z Z � WO 101" W 0 � W a V A JMV - 8 -12 -14 AS SHOWN L-4 29 OF 39 IRS, Z Z D v M a Z 0 Z C 3 M x ^; ON Z x > Ov ] _ r 77 j 0 T M D n _ Z C m Z M D IRS, Z Z D v M a Z 0 Z C 3 M x ^; ON Z x > Ov ] _ r 77 j 0 T M D n _ ITH GENERAL 3 � J z— u j I U u u � u `J � � I �-�( � LINE VOLTAGE OUTLET WCONTRACTOR TCHLI IRRIGATION PLAN, -NORTH SCALE 1 " =20' LOCATE IRRIGATION VALVES IN LANDSCAPE BEDS, TYPICAL. SHOWN HERE FOR CLARITY LOCATE IRRIGATION MAINLINE IN LANDSCAPE BEDS, TYPICAL. SHOWN HERE FOR CLARITY D i SCH 80 PVC union, Typ. Automatic control valve Weathermatic 8000 -C R Vault flush w/ finish grade 1 a a STATE OF WASHINGT XW 1 LAN CT I M. VAPLE Y CERTIFICATE No. 774 Carson standard valve box 1 It or 1 -1 /4" valves carson jumbo valve box 1-1/2" or 2" valves Vault to extend min. 6" below valve. use extensions as necessary. SCH 80 PVC nipple, typ. length as required SCH 80 PVC st bushing SCH 40 PVC tee SCH 40 main line REMOTE CONTROL VALVE - DETAIL NO 0827 CHECKED FOR COMPLIANCE TO CITY STANDARDS W W 0 r, 94 0 V v �o I pow � p z w � n � z W z Cn o z x w� H W w z � zo W W� W� O � a V A z 0 w JIrIV -- _ JMV 8 -12 -14 AS SHOWN —5 0 20 as eo 30 OF 39 I L NORTH SCALE 1"=20 0" SHEET SIZE 22 "x34 z a z C 3 o� M M , r J f ST z m D , , i i l 0 M D Z G1 Z C 3 M M OM x _— Z - 4�6 T ix J > .� O 1 O Oro o 3: _ 1 1 .. t i j f 1 r uo�`qkb_ r.1 M!PZ 14 Ij MATCHLINE -SEE SHEET L -5 � COORDINATE LOCATION OF IRRIGATION MAINLINE WITH GENERAL CONTRACTOR INTENT IS TO PROVIDE WATER TO PROPOSED EVERGREEN TREES IN STORMWATER POND ` AREA. SEE PLANTING PLAN FOR ADDT'L INFO i R � f % I `% 1 % 1 1 1 � ' ST A T - _ - - - IVOR" -- SENSITIVE AREAS IRRIGATION PLAN -SOUTH SCALE I"=20' LOCATE IRRIGATION VALVES IN LANDSCAP l BEDS, TYPICAL. SHOWN HERE FOR CLARITY l CHECKED FOR COMPLIANCE TO CITY STANDARDS 22 STATE OF WASHINGT E E LAN CT AFF 6A. VAM FY CERTIFICATE No. 774 �— Pop -up spray head or rotor Flush w /finish grade Irrigation nozzle and body, typical. Type and model per plan. Use bottom inlet only Z SCH 80 PVC nipple, length � as necessary 00 Trace wire as specified 2 � Pre - manufactured flex pipe swing joint Az SCH 80 PVC fittings, TYP. SCH 40 PVC lateral, TYP, size as indicated on plan SPRAY HEAD - DETAIL NOT TO SCALE Ho IRRIGATION NOTES z z Ox • IRRIGATION SYSTEM INSTALLATION SHALL COMPLY WITH ALL APPLICABLE U.S. BUILDING � CODES. • THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND TO PROTECT UTILITIES FROM DAMAGE. • CONSTRtiGTION HOURS ARE 7:oo AM TO 6:0o PM MONDAY THROUGH FRIDAY UNLESS V1 ALTERNATIVE HOURS ARE APPROVED BY CITY OF RENTON. ALL TRUCK TRAFFIC, INCLUDING � W FILL AND DELIVERIES THAT USE CITY STREETS, ARE LIMITED TO 8:3o AM TO 4:00 PM MONDAY THROUGH FRIDAY. ALL CONTRACTORS SHALL HAVE A CITY OF RENTON BUSINESS LICENSE, IF REQUIRED. O • A COPY OF APPROVED PLANS SHALL BE ON -SITE AT ALL TIMES. • AS -BUILT RECORDS OF ALL IMPROVEMENTS SHALL BE GENERATED AND MAINTAINED AS WORK PROGRESSES. • ALL EQUIPMENT MUST BE REFUELED OFF SITE OR ON AN APPROVED FUEL PAD Od • USE VARIABLE ARC NOZZLES ONLY WHERE STANDARD NOZZLES WILL NOT SUFFICE. • COORDINATE SLEEVING WITH OTHER TRADES - 18" MINIMLM COVER. � [�] Q • STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. PLAN IS DIAGRAMMATIC. � 0"04 • SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB, OR PAVING. • ALL IRRIGATION UNDER BUILDINGS, ROADS, WALKS, PARKING AREAS, OR OTHER PAVED Z SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 1-1/2 TIMES THE DIAMETER OF THE INSERT Z PIPE, 6" MIN., OR AS INDICATED. SLEEVING MAYBE INCLUDED FOR FUTURE WORK. • ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO PLANTED AREAS IS INTENDED TO BE PLACED Ir THAT AREA WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNERS O � PROPERTY. • MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE w COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY. DO NOT USE 1/2" DIAMETER PIPE U • LATERAL LINE SHALL HAVE 12" COVER, AND MAINLINES 18 ". 24" MAXIMUM COVER. • REFER TO PLANTING PLAN FOR EXACT BED LAYOUT. INTENT IS THAT ALL NEW PLANTINGS AND A LAWN RECEIVE ADEQUATE WATER. • NO VALVES, HEADS, OR LATERAL LINES SHALL BE INSTALLED UNTIL THE IRRIGATION METER AND BACKFLOW ASSEMBLEY ARE INSTALLED AND FUNCTIONING. • NOTIFY LANDSCAPE ARCHITECT IF ANY SITE CONDITIONS PRECLUDE THE ABILITY OF THE CONTRACTOR TO INSTALL THE WORK AS SHOWN IN THE PLAN SET. iuv _ JMV 5 -12 -14 AS SHOWN 380828 R _ L -6 0 20 40 80 31 OF 39 NORTH SCALE 1 "= 20 ' -0" SHEET SIZE 22 "x34� _11 --- - . G Z C 3 M M D T ,r r� r -z 0 D Z G1 Z C 3 to M t � M x 'r x tJ l � - o� 0 o� a >4 PC b Poo w �PC P w w Z , w C vq4) Ho IRRIGATION NOTES z z Ox • IRRIGATION SYSTEM INSTALLATION SHALL COMPLY WITH ALL APPLICABLE U.S. BUILDING � CODES. • THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND TO PROTECT UTILITIES FROM DAMAGE. • CONSTRtiGTION HOURS ARE 7:oo AM TO 6:0o PM MONDAY THROUGH FRIDAY UNLESS V1 ALTERNATIVE HOURS ARE APPROVED BY CITY OF RENTON. ALL TRUCK TRAFFIC, INCLUDING � W FILL AND DELIVERIES THAT USE CITY STREETS, ARE LIMITED TO 8:3o AM TO 4:00 PM MONDAY THROUGH FRIDAY. ALL CONTRACTORS SHALL HAVE A CITY OF RENTON BUSINESS LICENSE, IF REQUIRED. O • A COPY OF APPROVED PLANS SHALL BE ON -SITE AT ALL TIMES. • AS -BUILT RECORDS OF ALL IMPROVEMENTS SHALL BE GENERATED AND MAINTAINED AS WORK PROGRESSES. • ALL EQUIPMENT MUST BE REFUELED OFF SITE OR ON AN APPROVED FUEL PAD Od • USE VARIABLE ARC NOZZLES ONLY WHERE STANDARD NOZZLES WILL NOT SUFFICE. • COORDINATE SLEEVING WITH OTHER TRADES - 18" MINIMLM COVER. � [�] Q • STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. PLAN IS DIAGRAMMATIC. � 0"04 • SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB, OR PAVING. • ALL IRRIGATION UNDER BUILDINGS, ROADS, WALKS, PARKING AREAS, OR OTHER PAVED Z SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 1-1/2 TIMES THE DIAMETER OF THE INSERT Z PIPE, 6" MIN., OR AS INDICATED. SLEEVING MAYBE INCLUDED FOR FUTURE WORK. • ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO PLANTED AREAS IS INTENDED TO BE PLACED Ir THAT AREA WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNERS O � PROPERTY. • MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE w COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY. DO NOT USE 1/2" DIAMETER PIPE U • LATERAL LINE SHALL HAVE 12" COVER, AND MAINLINES 18 ". 24" MAXIMUM COVER. • REFER TO PLANTING PLAN FOR EXACT BED LAYOUT. INTENT IS THAT ALL NEW PLANTINGS AND A LAWN RECEIVE ADEQUATE WATER. • NO VALVES, HEADS, OR LATERAL LINES SHALL BE INSTALLED UNTIL THE IRRIGATION METER AND BACKFLOW ASSEMBLEY ARE INSTALLED AND FUNCTIONING. • NOTIFY LANDSCAPE ARCHITECT IF ANY SITE CONDITIONS PRECLUDE THE ABILITY OF THE CONTRACTOR TO INSTALL THE WORK AS SHOWN IN THE PLAN SET. iuv _ JMV 5 -12 -14 AS SHOWN 380828 R _ L -6 0 20 40 80 31 OF 39 NORTH SCALE 1 "= 20 ' -0" SHEET SIZE 22 "x34� _11 --- - . G Z C 3 M M D T ,r r� r -z 0 D Z G1 Z C 3 to M i Ou a x 'r x tJ l � - 0 i a I� ❑C RAINBIRD ESP12•LXME CONTROLLER WITH 1 ADDTL MODULE (8 +8- STATION MODULES). MOUNT TO BACK OF MONUMENT SIGN. COORDINATE 120 -VOLT POWER CONNECTION WITH GENERAL CONTRACTOR � QUICK COUPLER RAINBIRD BRONZE MODEL 44LRC ON A 1" 3 -WAY LASCO PVC SWING JOINT. PROVIDE ONE MATCHING KEY AND SWIVEL HOSE ELL FOR EACH 3 QUICK COUPLERS. LOCATE QUICK COUPLER IN A CARSON 10" ROUND VALVE BOX IRRIGATION LATERALS- SCH 40 PVC IRRIGATION MAINLINE- 1 -1/2" SCHEDULE 40 PVC = IRRIGATION SLEEVE- 6" SCHEDULE 40 PVC NOTES: 1. Do not allow vault to rest on pipe. Use extensions as necessary. 2. Valve to be set plumb and centered in valve box 3. Contractor to provide (2) each QCV keys and swivel hose ells. 4. Provide 6" depth drain rock. . . Flush w /f�n�sh grade Carson 10" round vauld with locking lid Quick Coupler Valve SS Hose Clamp (2) SCH 80 PVC nipple SCH. 80 PVC ST. ELL & 900 ELL SCH 80 PVC nipple, 1 if x 12" length Provide trace wire as specified. SCH 80 PVC TT 90 and 3" length SCH 80 PVC nipple Steel 'T' fence post, 36" length SCH 40 PVC main line 4 QUICK COUPLER - DETAIL NOT TO SCALE I - - -- I AI I IRRIGATION TRENCH - DETAIL NOT TO SCALE NOTES: 1. Do not allow vault to rest on pipe 2. All brass fittings to be same size as backflow preventer 3. All brass fittings from meter assembly to DCV 4. See specifications for gate valve vault " MIN. Brass union, TYP. EY3 -New 2" Gate valve Washed drain rock. 6" Depth throughout STATE OF WASHINGT E E LAN CT M. V V CERTIFICATE No. 774 Flush with finish grade Brass nipple, 4" length, TYP. Double check valve - - - 1-1/2" FEBCO 805Y Utility Vault Co. Concrete with hinged locking lid Brass Tee w. brass plug, TYP. �.-- 6" Brass nipple, TYP. Brass Tee w/ brass plug, TYP. Mainline to control valves Brass coupler andSCH 40 PVC male adapter TYP . POINT OF CONNECTION - DETAIL NOT TO SCALE I R- 380829 CHECKED FOR COMPLIANCE TO CITY STANDARDS PIC 0 a� 9 3a0. w vim, = P; PON ago PC L PM" � a 3�> w z a [� o PC Z z Ox � w W w w 0 � �H ZZ � WO W 0 � W a U A JMV - JMV - 8 -12 -14 AS SHOWN L -7 32 OF 39 7 5Z 15 W� 11 Z 70 0 D Z 0 2 C 3 to M M �I L r^ x l- rr >_ O r > 0�0 O 0�0 D T O M �� D IRRIGATION SCHEDULE SYMBOL MANUFJMODEL NUMBER GPM RADIUS PSI REMARKS ❑C RAINBIRD ESP12•LXME CONTROLLER WITH 1 ADDTL MODULE (8 +8- STATION MODULES). MOUNT TO BACK OF MONUMENT SIGN. COORDINATE 120 -VOLT POWER CONNECTION WITH GENERAL CONTRACTOR � QUICK COUPLER RAINBIRD BRONZE MODEL 44LRC ON A 1" 3 -WAY LASCO PVC SWING JOINT. PROVIDE ONE MATCHING KEY AND SWIVEL HOSE ELL FOR EACH 3 QUICK COUPLERS. LOCATE QUICK COUPLER IN A CARSON 10" ROUND VALVE BOX IRRIGATION LATERALS- SCH 40 PVC IRRIGATION MAINLINE- 1 -1/2" SCHEDULE 40 PVC = IRRIGATION SLEEVE- 6" SCHEDULE 40 PVC NOTES: 1. Do not allow vault to rest on pipe. Use extensions as necessary. 2. Valve to be set plumb and centered in valve box 3. Contractor to provide (2) each QCV keys and swivel hose ells. 4. Provide 6" depth drain rock. . . Flush w /f�n�sh grade Carson 10" round vauld with locking lid Quick Coupler Valve SS Hose Clamp (2) SCH 80 PVC nipple SCH. 80 PVC ST. ELL & 900 ELL SCH 80 PVC nipple, 1 if x 12" length Provide trace wire as specified. SCH 80 PVC TT 90 and 3" length SCH 80 PVC nipple Steel 'T' fence post, 36" length SCH 40 PVC main line 4 QUICK COUPLER - DETAIL NOT TO SCALE I - - -- I AI I IRRIGATION TRENCH - DETAIL NOT TO SCALE NOTES: 1. Do not allow vault to rest on pipe 2. All brass fittings to be same size as backflow preventer 3. All brass fittings from meter assembly to DCV 4. See specifications for gate valve vault " MIN. Brass union, TYP. EY3 -New 2" Gate valve Washed drain rock. 6" Depth throughout STATE OF WASHINGT E E LAN CT M. V V CERTIFICATE No. 774 Flush with finish grade Brass nipple, 4" length, TYP. Double check valve - - - 1-1/2" FEBCO 805Y Utility Vault Co. Concrete with hinged locking lid Brass Tee w. brass plug, TYP. �.-- 6" Brass nipple, TYP. Brass Tee w/ brass plug, TYP. Mainline to control valves Brass coupler andSCH 40 PVC male adapter TYP . POINT OF CONNECTION - DETAIL NOT TO SCALE I R- 380829 CHECKED FOR COMPLIANCE TO CITY STANDARDS PIC 0 a� 9 3a0. w vim, = P; PON ago PC L PM" � a 3�> w z a [� o PC Z z Ox � w W w w 0 � �H ZZ � WO W 0 � W a U A JMV - JMV - 8 -12 -14 AS SHOWN L -7 32 OF 39 7 5Z 15 W� 11 Z 70 0 D Z 0 2 C 3 to M M �I L r^ x l- rr >_ O r > 0�0 O 0�0 D T O M �� D IRRIGATION HEADS RAINBIRD 1400E SERIES XERI- BUBBLER PRESSURE - COMPENSATING BUBBLER � NOZZLE F 1.4 20 1 BUBBLER PER TREE. TYPICAL. LOCATE ON UPHILL SIDE OF TREE. LATERAL LINES FOR BUBBLERS CAN BE PLACED ON TOP OF FINISH GRADE IF LINES ARE COVERED WITH 4" DEPTH WOOD CHIPS OR SIMILAR MULCH RAINBIRD 1800 - SAM -MPR SERIES SPECIAL PATTERNS -STRIP SERIES m 15EST 0.61 4'x15' 30 4" POP -UP (LAWN) D 9SST 1.73 9'x18' 30 � 15SST 1.21 4'x30' 30 8 SERIES D 8-Q (QUARTER) 0.26 8' 30 4" POP -UP (LAWN) D 8 -T (PARTIAL) 0.35 8' 30 6" POP -UP (SHRUB) � 8 -H (HALF) 0.52 8' 30 8 -F (FULL CIRCLE) 1.05 8' 30 10 SERIES 0 10-Q (QUARTER) 0.39 10' 30 4" POP -UP (LAWN) m 10 -H (HALF) 0.79 10' 30 6" POP -UP (SHRUB) 15 SERIES D 15-Q (QUARTER) 0.92 15' 30 4" POP -UP (LAWN) D 15 -H (HALF) 1.85 15' 30 6" POP -UP (SHRUB) HUNTER MP 2000 ROTATOR D 90- DEGREES 0.30 15' -20' 40 4" POP -UP (LAWN) D 180 - DEGREES 0.74 15' -20' 40 O 360 - DEGREES 1.47 15-20' 40 TURN DOWN RADIUS AS NEEDED TO AVOID OVERSPRAY MP 3000 ROTATOR � 90- DEGREES 0.75 26' 40 4" POP -UP (LAWN) � 180 - DEGREES 1.50 26' 40 360 - DEGREES 3.00 26' 40 TURN DOWN RADIUS AS NEEDED TO AVOID OVERSPRAY � ELECTRIC SOLENOID CONTROL VALVE RAINBIRD PEB SERIES VALVES LOCATE VALVES IN CARSON STANDARD T -TOP VALVE BOX, OR APPROVED EQUIV., 2 VALVES PER BOX MAXIMUM. EACH BOX NO CLOSER THAN 16" TO NEXT BOX CONTRACTOR TO USE 1" VALVES FOR FLOW RATES BETWEEN 1 - 15 GPM CONTRACTOR TO USE 1 -112" VALVES FOR FLOW RATES BETWEEN 15.1 - 50 GPM 1POC POINT OF CONNECTION with EXISTING 3/4" WATER METER - 1 -1/2" FEBCO 8500 DOUBLE CHECK VALVE ASSEMBLY and - 1 -1/2" WILKENS 600 SERIES PRESSURE - REDUCING VALVE, LEAD FREE ❑C RAINBIRD ESP12•LXME CONTROLLER WITH 1 ADDTL MODULE (8 +8- STATION MODULES). MOUNT TO BACK OF MONUMENT SIGN. COORDINATE 120 -VOLT POWER CONNECTION WITH GENERAL CONTRACTOR � QUICK COUPLER RAINBIRD BRONZE MODEL 44LRC ON A 1" 3 -WAY LASCO PVC SWING JOINT. PROVIDE ONE MATCHING KEY AND SWIVEL HOSE ELL FOR EACH 3 QUICK COUPLERS. LOCATE QUICK COUPLER IN A CARSON 10" ROUND VALVE BOX IRRIGATION LATERALS- SCH 40 PVC IRRIGATION MAINLINE- 1 -1/2" SCHEDULE 40 PVC = IRRIGATION SLEEVE- 6" SCHEDULE 40 PVC NOTES: 1. Do not allow vault to rest on pipe. Use extensions as necessary. 2. Valve to be set plumb and centered in valve box 3. Contractor to provide (2) each QCV keys and swivel hose ells. 4. Provide 6" depth drain rock. . . Flush w /f�n�sh grade Carson 10" round vauld with locking lid Quick Coupler Valve SS Hose Clamp (2) SCH 80 PVC nipple SCH. 80 PVC ST. ELL & 900 ELL SCH 80 PVC nipple, 1 if x 12" length Provide trace wire as specified. SCH 80 PVC TT 90 and 3" length SCH 80 PVC nipple Steel 'T' fence post, 36" length SCH 40 PVC main line 4 QUICK COUPLER - DETAIL NOT TO SCALE I - - -- I AI I IRRIGATION TRENCH - DETAIL NOT TO SCALE NOTES: 1. Do not allow vault to rest on pipe 2. All brass fittings to be same size as backflow preventer 3. All brass fittings from meter assembly to DCV 4. See specifications for gate valve vault " MIN. Brass union, TYP. EY3 -New 2" Gate valve Washed drain rock. 6" Depth throughout STATE OF WASHINGT E E LAN CT M. V V CERTIFICATE No. 774 Flush with finish grade Brass nipple, 4" length, TYP. Double check valve - - - 1-1/2" FEBCO 805Y Utility Vault Co. Concrete with hinged locking lid Brass Tee w. brass plug, TYP. �.-- 6" Brass nipple, TYP. Brass Tee w/ brass plug, TYP. Mainline to control valves Brass coupler andSCH 40 PVC male adapter TYP . POINT OF CONNECTION - DETAIL NOT TO SCALE I R- 380829 CHECKED FOR COMPLIANCE TO CITY STANDARDS PIC 0 a� 9 3a0. w vim, = P; PON ago PC L PM" � a 3�> w z a [� o PC Z z Ox � w W w w 0 � �H ZZ � WO W 0 � W a U A JMV - JMV - 8 -12 -14 AS SHOWN L -7 32 OF 39 7 5Z 15 W� 11 Z 70 0 D Z 0 2 C 3 to M M �I L r^ x l- rr >_ O r > 0�0 O 0�0 D T O M �� D N PORTION SEC. 32, TWP* 23 N., RGE. 5 E., W.M. LEGEND ® PEDESTRIAN POLE, LUMINAIRE, FOUNDATION, TYPE 1 JUNCTION BOX AND CONCRETE PAD �s 99 � i� } 3' 10 lill-lialle Id 4 rii C w Q 0 .. 0 cn af 0 z L1J 0 Ld a z 0 ul Of B GENERAL NOTES, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. 2. STREET LIGHTING ON SR 515 PROJECT FRONTAGE WILL BE ADDRESSED BY PUGET SOUND ENERGY. 3. ALL JUNCTION BOXES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN J- 40.10 -03. ANY JUNCTION BOX PLACED WITHIN SIDEWALK SHALL HAVE SLIP - RESISTANT LID AND FRAME. 4. INSTALL ALL FOUNDATIONS, POLES, LUMINAIRES, JUNCTION BOXES AND CONCRETE PADS PER POLE SCHEDULE ON SHEET IL2 AND CITY STANDARD DETAILS ON SHEETS IL3 AND IL4. 5. INSTALL ALL CONDUIT AND WIRING PER WIRING SCHEDULE ON SHEET IL2 AND CITY STANDARD DETAILS ON SHEETS IL3 AND IL4. CONSTRUCTION NOTES. OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT ROAD C, STA. 4 +86.6, 17.5' LT. LABEL CABINET. USE CITY STANDARD DETAILS 122.1 AND 126.1. 2O COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR NEAREST ELECTRICAL POINT OF SERVICE, ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO POINT OF SERVICE PER PSE REQUIREMENTS. COORDINATE WITH CITY OF RENTON TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL, AT 425- 430 -7423 FOR SERVICE CONNECTION. 0 20 40 80 R- 380830 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY �- �� Q +� -✓- -� DATE z r IF BY DATE BY DATE NRT1��S► WA S,yti r c�� y oy Z E HERMAN TRAFFIC ENGINEERING �FG�T R � 15324 Southeast 133rd Court, Renton, Washington 98059 �S%NAI. ENS'\ 2_0 -15 42 5 -2 77-1740 tel. 42 5 -2 77 -5 718 fax hte @comcast.net SHEET 36 OF 39 3 Z 0 Z C m n 0 D Z G1 Z C 3 m m rTl r � - ■�► x < = 1 77 > 00 - -, �� IAN L LUMINAI o° ,► } - - -: -- -� - t _r�' � 4 f--- _ �� _ ���� , ® FOUNDATION TYPE 2 JUNCTION BOX Z _ %� II - - -, ---- - - - - -- - - -- -1 I 1 OAD 1 AND CONCRETE PAD U. Z o . _ _� I -_ T____ _` :��_i� - - -- -- - _ _ t - -__ - _. - I 7 ^...- - -- �. - - -- �- - --- - - - - -- ---- - - - - -- - - -- � - .4�� i — 'Q \ V 1/- / X _ - ® E JUNCTION BOX AND CONCRETE PAD Z — ----------- -- -- - - �' 1 +00 +20- 1 +60 2 +00 2 +t4 '-�- n � � _- ® ELECTRICAL SERVICE CABINET W _ _ _ _ - 010 cE Uj Q d -- P !' `- -_ - - -_ ____t__ ____ 2 DD ' 27+ - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) �E _ _ I 411 TR A. {.-.; T � y, -'y 2 � i WIRE NOTE 00 c� —J PARK 1 — ,\ CONSTRUCTION NOTE �s 99 � i� } 3' 10 lill-lialle Id 4 rii C w Q 0 .. 0 cn af 0 z L1J 0 Ld a z 0 ul Of B GENERAL NOTES, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. 2. STREET LIGHTING ON SR 515 PROJECT FRONTAGE WILL BE ADDRESSED BY PUGET SOUND ENERGY. 3. ALL JUNCTION BOXES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN J- 40.10 -03. ANY JUNCTION BOX PLACED WITHIN SIDEWALK SHALL HAVE SLIP - RESISTANT LID AND FRAME. 4. INSTALL ALL FOUNDATIONS, POLES, LUMINAIRES, JUNCTION BOXES AND CONCRETE PADS PER POLE SCHEDULE ON SHEET IL2 AND CITY STANDARD DETAILS ON SHEETS IL3 AND IL4. 5. INSTALL ALL CONDUIT AND WIRING PER WIRING SCHEDULE ON SHEET IL2 AND CITY STANDARD DETAILS ON SHEETS IL3 AND IL4. CONSTRUCTION NOTES. OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT ROAD C, STA. 4 +86.6, 17.5' LT. LABEL CABINET. USE CITY STANDARD DETAILS 122.1 AND 126.1. 2O COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR NEAREST ELECTRICAL POINT OF SERVICE, ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO POINT OF SERVICE PER PSE REQUIREMENTS. COORDINATE WITH CITY OF RENTON TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL, AT 425- 430 -7423 FOR SERVICE CONNECTION. 0 20 40 80 R- 380830 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY �- �� Q +� -✓- -� DATE z r IF BY DATE BY DATE NRT1��S► WA S,yti r c�� y oy Z E HERMAN TRAFFIC ENGINEERING �FG�T R � 15324 Southeast 133rd Court, Renton, Washington 98059 �S%NAI. ENS'\ 2_0 -15 42 5 -2 77-1740 tel. 42 5 -2 77 -5 718 fax hte @comcast.net SHEET 36 OF 39 3 Z 0 Z C m n 0 D Z G1 Z C 3 m m rTl r � - ■�► x < = 1 77 > 00 L. a° T o° LL Z W ; -c O C 0E � 3Q z w � a U ---"C: 010 cE m� �E 411 c' IOU 11 00 c� �s 99 � i� } 3' 10 lill-lialle Id 4 rii C w Q 0 .. 0 cn af 0 z L1J 0 Ld a z 0 ul Of B GENERAL NOTES, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. 2. STREET LIGHTING ON SR 515 PROJECT FRONTAGE WILL BE ADDRESSED BY PUGET SOUND ENERGY. 3. ALL JUNCTION BOXES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN J- 40.10 -03. ANY JUNCTION BOX PLACED WITHIN SIDEWALK SHALL HAVE SLIP - RESISTANT LID AND FRAME. 4. INSTALL ALL FOUNDATIONS, POLES, LUMINAIRES, JUNCTION BOXES AND CONCRETE PADS PER POLE SCHEDULE ON SHEET IL2 AND CITY STANDARD DETAILS ON SHEETS IL3 AND IL4. 5. INSTALL ALL CONDUIT AND WIRING PER WIRING SCHEDULE ON SHEET IL2 AND CITY STANDARD DETAILS ON SHEETS IL3 AND IL4. CONSTRUCTION NOTES. OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT ROAD C, STA. 4 +86.6, 17.5' LT. LABEL CABINET. USE CITY STANDARD DETAILS 122.1 AND 126.1. 2O COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR NEAREST ELECTRICAL POINT OF SERVICE, ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO POINT OF SERVICE PER PSE REQUIREMENTS. COORDINATE WITH CITY OF RENTON TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL, AT 425- 430 -7423 FOR SERVICE CONNECTION. 0 20 40 80 R- 380830 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY �- �� Q +� -✓- -� DATE z r IF BY DATE BY DATE NRT1��S► WA S,yti r c�� y oy Z E HERMAN TRAFFIC ENGINEERING �FG�T R � 15324 Southeast 133rd Court, Renton, Washington 98059 �S%NAI. ENS'\ 2_0 -15 42 5 -2 77-1740 tel. 42 5 -2 77 -5 718 fax hte @comcast.net SHEET 36 OF 39 3 Z 0 Z C m n 0 D Z G1 Z C 3 m m rTl r � - ■�► x < = 1 77 > 00 T m D ;s n � ---� N -i N cl C> W LL. = C) L7 Z W if _� W C:) Of CD H- _J _i s R W fit is w QL a Q w Q 0 Re Z 0 V) Of O Z POLE SCHEDULE POLE NO. p ao STREET o� L� Z Y -� 00 o� � 3Q �-- FOUNDATION DEPTH z LL w a Ur c (SCHEDULE �o 26 +32.9 m� 47.4346679 ,E 44 LED 3L c 14' 00 F� c� s R W fit is w QL a Q w Q 0 Re Z 0 V) Of O Z POLE SCHEDULE POLE NO. POLE ** ID NO. STREET POLE LOCATION POLE OFFSET GPS COORDINATES LAMP WATTAGE LAMP TYPE DISTRIBUTION HOUSE -SIDE SHIELD MOUNTING HEIGHT FOUNDATION DEPTH CIRCUIT N0. LATITUDE LONGITUDE 1 (SCHEDULE ROAD A 26 +32.9 17.5' LT. 47.4346679 - 122.1973608' 44 LED 3L YES 14' 4.0' A 2 (SCHEDULE ROAD A 25 +72.9 17.5' RT. 47.4345687' - 122.1976004' 44 LED 3L YES 14' 4.0' A 3 ROAD A 25 +17.9 17.5' LT. 47.4346617' - 122.1978253' 44 LED 3L YES 14' 4.0' A 4 ROAD A 24 +62.9 17.5' RT. 47.4345628' - 122.1980448' 44 LED 3L YES 14' 4.0' A 5 ROAD A 24 +07.9 17.5' LT. 47.4346558' - 122.1982697' 44 LED 3L YES 14' 4.0' A 6 ROAD A 23 +59.9 17.5' RT. 47.4345557' - 122.1984521' 44 LED 3L YES 14' 4.0' A 7 ROAD B 22 +99.1 17.5' LT. 47.4345107' - 122.1987034' 44 LED 3L NO 14' 4.0' A 8 ROAD B 22 +55.4 17.5' RT. 47.4343777' - 122.1985746' 44 LED 3L YES 14' 4.0' A 9 ROAD B 22 +13.5 17.5' LT. 47.4342636' - 122.1987173' 44 LED 3L YES 14' 4.0' A 10 ROAD B 21+53.4 17.5' RT. 47.4340982' - 122.1985776' 44 LED 3L YES 14' 4.0' A 11 ROAD B 20 +97.6 17.7' LT. 47.4339265' - 122.1986910' 44 LED 3L YES 14' 4.0' A 12 ROAD B 20 +49.0 75.7' LT. 47.4336638* - 122.1985406' 44 LED 3L YES 14' 4.0' A 13 ROAD B 20 +43.1 17.5' RT. t 47.4339117' - 122.1984462' 44 LED 3L YES 14' 4.0' A 14 ROAD C 4 +12.0 17.5' RT. 47.4338140' - 122.1982333' 44 LED 3L YES 14' 4.0' A 15* ROAD C 4 +67.0 17.5' LT. 47.4339181' - 122.1980158' 44 LED 3L YES 14' 4.0' A 16 ROAD C 5 +25.1 17.5' RT. 47.4338335' - 122.1977717' 44 LED 3L YES 14' 4.0' A * LUMINAIRE SHALL HAVE PHOTOCELL. ** POLE ID NUMBERS SHALL BE DETERMINED BY CITY AT TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR. WIRING SCHEDULE RUN N0. CONDUIT T Z CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2 - #81 1 - #8 GREEN 2 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN 3 2" PVC (SCHEDULE 40) 2 - #81 1 - #8 GREEN, 3 - #12 PHOTOCELL 4 2" PVC (SCHEDULE 40) 3-#2 SERVICE ENTRANCE 5 2" PVC (SCHEDULE 40) SPARE, INSTALL PULL CORD R- 380831 RECOMMENDED FOR APPROVAL BY l+� Q�� DATE ; ,AL1- /it BY DATE BY DATE RECORD DOCUMENT BY DATE WA Sh� All �,'�% �� °z HERMAN TRAFFIC ENGINEERING 01 Z �� WOW q- 15324 Southeast 133rd Court, Renton, Washington 98059 0'`F �fGISTER \�� SS /ONAL ENG 425-277-1740 tel. 42 5 -2 77 -5 718 fax hte@comcast.net 2-19 -15 SHEET 37 OF 39 �D� Z� 2 T Z zi c r z m > y �s D T� Z z D s i L O D 2 Z C 3 to m x x - > - O 0 ' O a m D N V) Q Q z z O W — W V m o (4) OVAL SLOTS ACCEPTING 1 °06 "94" O LUAA E wv c) LL Z c: 00 L -_ Lo C I— -D Q f4 #8 LlJ l3 U� �c 010 c E POST -TOP LUYINAIRE (WATTAGE 24" BARS, PER PLANS, 4,000K CCT, 120 -277Y om� c c i l c 17) 01) I� v� a� o 0 w 6 z AND POLE RELATED PARTS SHALL BE FACTORY PR W AND PON" COATED. FYSH COLM RAL 9005TX ",ET BLACK' n n 0 18 -1/4" (4) OVAL SLOTS ACCEPTING 1 °06 "94" O LUAA E 3 IMP IN LINE FUSE KITS GALVANIZED STEEL LUMINAIRE VRTRES MIIILL BE 012 S.E.C. OR EQUAL ANCHOR BOLTS 4 f4 #8 BASE PLATE DETAIL - PRESTIGE SERIES (CY17T4) LED CONCRETE POST -TOP LUYINAIRE (WATTAGE 24" BARS, PER PLANS, 4,000K CCT, 120 -277Y 111 DRAIN HOLE 2" MIN. GROUT f EVENLY SPACED I� 2" CONDUIT UNLESS BE LEVEL VMTH TOP OF SICIEVA K RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHERWISE ON 5" 9» (OR APPROVED EQUAL). DRIVER PLANS CENTER CONDUIT SHALL BE INTEGRAL TO THE IN FOUNDATION FIXTURE. 111 0#4HOC1PS@12* 1� BASE PLATE DETAIL, ANCHOR BOLT THIS SHEET) FOUNDATION SECTION 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS 0 w 6 z AND POLE RELATED PARTS SHALL BE FACTORY PR W AND PON" COATED. FYSH COLM RAL 9005TX ",ET BLACK' n n 0 18 -1/4" �- FOR FOUNDATM DETAILS. ANCHOR BOLT ASSEMBLY DETAIL SEE 145 SHEET POLE ELEVATION FOUFADAT1ON DETAILS STD. PLAN - 116.1 PUBLIC WORKS HEIQIHWORHOOD STREET PROVE ♦ PEDESTRIAN LUMINA1RE ' DEPARTMENT FIXTURE AND POLE DETAILS DA 7' • +e A O d v;tlo_ 3, O Id • � J STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP a • ♦ d • ' v a . � d • f e • U, z I— d SIDE VIEW ' .. • 4 •• LIGHTING STANDARD & JUNCTION BOX • PLAN VIEW. INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD CONCRETE PAD DETAILS M. 120 PUBLIC WORKS CONCR � � � OVED: DEPARTMENT TE HEAD MDULE OPTIC MmULE "w -IL=EX ;]/ OPE M' SYSU DITHER IIODILE ampe LUIIIIIIIIIIIIIII44ft o01SOlENIs WAO MDULL AMID SHALE. A MEAVY SPUM ALUMNM HOOD, 611 M MAM N DECDRAIK LIMA NO CAST ALLWAM FNAL, TOPS AN +MUN -VMKD CLEAR AM" IIIIIeeED (VSW) VESSEL UV 001.40 11111135101. 114E VESSEL IS IEC IAINALLY ASSEMRAD 6TH AN ALtAM N OE -CAST RMIC ON M LOONIC S11S1E1M. MOM SYS M A WARIER -fl✓Ni LOOM IEQIMMSY 6TH (Mf9S'EMT Pl1ES9M Pfy1Ti ALLODS A 1100. -MISS ACCESS INSIDE TUIE uM6NAIRE. TO THE LEDS AM ORIYER. MADE IM CAST ALUM UM PARTS AND SEALED 81H A GAS1W OMPIMM SY5 IX THE LUMME OTTERS AN 11110 EARERPROOF PR01EC11M1 CONE MODULE: A SPUN "UN BALLAST HIMM 6 " STAM.ESS SIM CAPIVE RETAN" LATCHES CO ENCAT10L, MAINTENANCE AND UIMIANE CODIFICATION ION sT1CIM IS ARE LOCH m ON THE camE. FETTER MODULE: CAST ALLW M1 ALLOY 336 FITTER C IPLEIE NIN FO M (4) MIS AND OK OECDRAIK RIG. SEOMD ON K11 81H 3 SET SUM 5/16 -16 UW, 100 -RTS ON A 4' 00 9r 3' LOIG Tt1M 0P1 :MJVJJL'11W.& To LED ■04111k N4TIAM PER PLANS. 4M (>r611EI SUPER HIM FLUX OIJIRPVT AND NW LIMIANCE. OEM FOR HIM CIAVW WERA101EE FAST 1001 -M WMENAICE THAI NI M5 MIMIML REPLAL1MT OF A DMC'TN LED BY PALL OUT THE PROPER UNIT. aPTc- Es TYPE N (i). ■ (&� v (%} 1HE OPTIC'S REFUCR IN Is MADE OF PIE- AIIOQm ALIYIIM tiRIzm DIEM (M MBL IiFlf[.`110A), SE17EN1RED N MULI/ILE FAINTS AGO 1EM UTED BY MLL1rLE PE1iMIM AND Irf HEAT SIM RAMAIM 10 AUP THE IAIPS 18MAlAM1E 0001 AND SASE 1ER L010E11Y. 11E WMTAAOII OF EACH FACET HAS BEEN ME79UWMY CMDUUIED 10 OPTON THE UWT D61M110N FOR EACH APPUCA10T1. Doyen MME WTH O IVER, PiRIMMY VMTAGE 120 TO 277 VOLTS. 60 H2. A96ItiD ON A 100. -M 111E119WAI E STAlI6 E45 SM TRAY ■1H W0 -WWKCT CMECTORS. HCH POM FACTOR OF 90K MUM STARING 1GNI9iARK -407. 91TRBIIG/IIARONARE TWE TEW 14-7. 12' MNMLM D CM861G FROM UMIMIIE. ALL BECTACAL GONIECB015 BE,EfJI MODULES ARE MADE WITH am -asoD KCT COIMECTORS. ALL EIIPm HAIRDUwIE Is STMKESS STEEL. OW AND/Olt S7<N= GAS KEW ARE APPLIED. COLOR: RAL9.06TX (JET BLACK) FINISH: TDMI EO. APIRUCAIM OF A POLVESIER PONDER COAT OF PANT. (5 MLS/127 IMOIIOMS') THE FISH 11Ei1S THE ASTM G7, B' 17 AGO D1654 REOUMIENTS PILAT(1E 10 SALT SPRAY AND MW Y RESISTANCE. iTRET STD. PLAN — 116.2 PUBLIC WORKS FIXTURE DEPARTMENT OP. aAm�A011.011PLE.- REP . 4.*&j DETAILS 12-15" ob 4"� TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3' -0„ �+-- VARIABLE MIN. FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD l■ � 31-008 3'_ 0 0. d. C. . O I . . 4000 4 , d FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD 4'-0' 3, - 0,. 4.-� -- . . o. CODA .. of O . . . c. �e b �e �• a� FRONT VIEW SIDE VIEW PUBLIC WORKS TYPICAL. CONCRETE PAD DETAILS ROVED. DEPARTMENT OTA I.mA DA REFER TO WNSDOT LOCKING LIE) STANDARD DUTY JUNCTION BOX TYPES 1 do 2 STANDARD PLAN J-- 40.10 -03 SPLICE KITS CLEAR EPDXY 1SPiiE � KITS O ALL THRU 4" CONCRETE PAD - -- i 2' MIN. III BARE COPPER I GROUND WIRE MNREW /GREEN INSUL.ATIONN 1 FROM SERVICE CABINET )N - LIGHTING SYSTEM — WARES TO CONTACTOR (SIZED AS RE0 -0. ) 5/S74' COPPER CLAD GROUND ROD LUMIVAIRE WIRES WILL BE A CONTIVUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD T INAIR FUSE KITS QUICK DISCONNECT (4) OVAL SLOTS ACCEPTING 1 °06 "94" O LUAA E 3 IMP IN LINE FUSE KITS GALVANIZED STEEL LUMINAIRE VRTRES MIIILL BE 012 S.E.C. OR EQUAL ANCHOR BOLTS AMID IN A dAMYM CAME. f4 #8 BASE PLATE DETAIL - PRESTIGE SERIES (CY17T4) LED CONCRETE POST -TOP LUYINAIRE (WATTAGE 24" BARS, PER PLANS, 4,000K CCT, 120 -277Y DRAIN HOLE 2" MIN. GROUT f EVENLY SPACED UNIVERSAL DRWER, NTH VS3AR 2" CONDUIT UNLESS BE LEVEL VMTH TOP OF SICIEVA K RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHERWISE ON 5" 9» (OR APPROVED EQUAL). DRIVER PLANS CENTER CONDUIT SHALL BE INTEGRAL TO THE IN FOUNDATION FIXTURE. 0#4HOC1PS@12* BOLT CIRCLE (DIA PER BASE PLATE DETAIL, ANCHOR BOLT THIS SHEET) FOUNDATION SECTION 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS 3/4" CHAMFER (TYP) pq in 1'4' MIN BELOW GROUND, 2' -0' MIN UN1ER FOR STREET LIGHT PAVEMENT STANDARD DECAL NUTATERW DETAIL, REFER TO CITY OF EXTEND THE CONDUIT RENTON STD PLAN 121 6' MIN BEYOND FOUNDATION OR THE i CONTROLLED DENSITY a BACKFILL ac a 14' -0' FLUTED SHAPE, 5' DIAMETER, 04 HOOPS • 12" I a STRAIGHT ALUMINUM POLE (P015 -14- 8046- RALMTX -TN43) 8 - j5 BARS, z BY CYCLONE (OR APPROVED EQUAL) EVENLY SPACED a 2 1/2" CLR 3" MIN, BOLT Q PROJECTION IN57ALL GROUT, PROVIDE 1/2" DIA DRAIN �24" TUBE THROUGH GROUT. Bill I FOUNDATION DETAIL 7/8" DIA HOLE (T'P) •.. _. W �� 1/4" STEEL PLATE 2'6" HANDHOLE BOLT CIRCLE {DIA PER BASE PLATE DETAIL, THIS SHEET) DECORATIVE ALUMMM) CLAMSHELL BASE COVER.8046 BY CYCLONE (OR APPROVED EQUAL) POLE BASE DETAIL ANCHOR BOLT TEIAPLATE DETAIL SEE POLE BASE TOP OF FOUNDATION DETAIL, THIS SHEET ANCHOR BOLT, 4 TOTAL, 3/4" DIA (TYP) 16' DWEIER ° BASE COVER 3/4' HEX NUTS, STEEL (14R� REO'D PER ANCHOR BOLT FLAT WASHERS (6 REO'0 ANCHOR BOLT) �- FOR FOUNDATM DETAILS. ANCHOR BOLT ASSEMBLY DETAIL SEE 145 SHEET POLE ELEVATION FOUFADAT1ON DETAILS STD. PLAN - 116.1 PUBLIC WORKS HEIQIHWORHOOD STREET PROVE ♦ PEDESTRIAN LUMINA1RE ' DEPARTMENT FIXTURE AND POLE DETAILS DA 7' • +e A O d v;tlo_ 3, O Id • � J STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP a • ♦ d • ' v a . � d • f e • U, z I— d SIDE VIEW ' .. • 4 •• LIGHTING STANDARD & JUNCTION BOX • PLAN VIEW. INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD CONCRETE PAD DETAILS M. 120 PUBLIC WORKS CONCR � � � OVED: DEPARTMENT TE HEAD MDULE OPTIC MmULE "w -IL=EX ;]/ OPE M' SYSU DITHER IIODILE ampe LUIIIIIIIIIIIIIII44ft o01SOlENIs WAO MDULL AMID SHALE. A MEAVY SPUM ALUMNM HOOD, 611 M MAM N DECDRAIK LIMA NO CAST ALLWAM FNAL, TOPS AN +MUN -VMKD CLEAR AM" IIIIIeeED (VSW) VESSEL UV 001.40 11111135101. 114E VESSEL IS IEC IAINALLY ASSEMRAD 6TH AN ALtAM N OE -CAST RMIC ON M LOONIC S11S1E1M. MOM SYS M A WARIER -fl✓Ni LOOM IEQIMMSY 6TH (Mf9S'EMT Pl1ES9M Pfy1Ti ALLODS A 1100. -MISS ACCESS INSIDE TUIE uM6NAIRE. TO THE LEDS AM ORIYER. MADE IM CAST ALUM UM PARTS AND SEALED 81H A GAS1W OMPIMM SY5 IX THE LUMME OTTERS AN 11110 EARERPROOF PR01EC11M1 CONE MODULE: A SPUN "UN BALLAST HIMM 6 " STAM.ESS SIM CAPIVE RETAN" LATCHES CO ENCAT10L, MAINTENANCE AND UIMIANE CODIFICATION ION sT1CIM IS ARE LOCH m ON THE camE. FETTER MODULE: CAST ALLW M1 ALLOY 336 FITTER C IPLEIE NIN FO M (4) MIS AND OK OECDRAIK RIG. SEOMD ON K11 81H 3 SET SUM 5/16 -16 UW, 100 -RTS ON A 4' 00 9r 3' LOIG Tt1M 0P1 :MJVJJL'11W.& To LED ■04111k N4TIAM PER PLANS. 4M (>r611EI SUPER HIM FLUX OIJIRPVT AND NW LIMIANCE. OEM FOR HIM CIAVW WERA101EE FAST 1001 -M WMENAICE THAI NI M5 MIMIML REPLAL1MT OF A DMC'TN LED BY PALL OUT THE PROPER UNIT. aPTc- Es TYPE N (i). ■ (&� v (%} 1HE OPTIC'S REFUCR IN Is MADE OF PIE- AIIOQm ALIYIIM tiRIzm DIEM (M MBL IiFlf[.`110A), SE17EN1RED N MULI/ILE FAINTS AGO 1EM UTED BY MLL1rLE PE1iMIM AND Irf HEAT SIM RAMAIM 10 AUP THE IAIPS 18MAlAM1E 0001 AND SASE 1ER L010E11Y. 11E WMTAAOII OF EACH FACET HAS BEEN ME79UWMY CMDUUIED 10 OPTON THE UWT D61M110N FOR EACH APPUCA10T1. Doyen MME WTH O IVER, PiRIMMY VMTAGE 120 TO 277 VOLTS. 60 H2. A96ItiD ON A 100. -M 111E119WAI E STAlI6 E45 SM TRAY ■1H W0 -WWKCT CMECTORS. HCH POM FACTOR OF 90K MUM STARING 1GNI9iARK -407. 91TRBIIG/IIARONARE TWE TEW 14-7. 12' MNMLM D CM861G FROM UMIMIIE. ALL BECTACAL GONIECB015 BE,EfJI MODULES ARE MADE WITH am -asoD KCT COIMECTORS. ALL EIIPm HAIRDUwIE Is STMKESS STEEL. OW AND/Olt S7<N= GAS KEW ARE APPLIED. COLOR: RAL9.06TX (JET BLACK) FINISH: TDMI EO. APIRUCAIM OF A POLVESIER PONDER COAT OF PANT. (5 MLS/127 IMOIIOMS') THE FISH 11Ei1S THE ASTM G7, B' 17 AGO D1654 REOUMIENTS PILAT(1E 10 SALT SPRAY AND MW Y RESISTANCE. iTRET STD. PLAN — 116.2 PUBLIC WORKS FIXTURE DEPARTMENT OP. aAm�A011.011PLE.- REP . 4.*&j DETAILS 12-15" ob 4"� TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3' -0„ �+-- VARIABLE MIN. FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD l■ � 31-008 3'_ 0 0. d. C. . O I . . 4000 4 , d FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD 4'-0' 3, - 0,. 4.-� -- . . o. CODA .. of O . . . c. �e b �e �• a� FRONT VIEW SIDE VIEW PUBLIC WORKS TYPICAL. CONCRETE PAD DETAILS ROVED. DEPARTMENT OTA I.mA DA REFER TO WNSDOT LOCKING LIE) STANDARD DUTY JUNCTION BOX TYPES 1 do 2 STANDARD PLAN J-- 40.10 -03 SPLICE KITS CLEAR EPDXY 1SPiiE � KITS O ALL THRU 4" CONCRETE PAD - -- i 2' MIN. III BARE COPPER I GROUND WIRE MNREW /GREEN INSUL.ATIONN 1 FROM SERVICE CABINET )N - LIGHTING SYSTEM — WARES TO CONTACTOR (SIZED AS RE0 -0. ) 5/S74' COPPER CLAD GROUND ROD LUMIVAIRE WIRES WILL BE A CONTIVUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD T INAIR FUSE KITS QUICK DISCONNECT O LUAA E 3 IMP IN LINE FUSE KITS LUMINAIRE VRTRES MIIILL BE 012 S.E.C. OR EQUAL T AMID IN A dAMYM CAME. f4 #8 2" PVC CONDUIT FIXTURE GROUND WC GROUND LUG CONCRETE m 1/4" MINIMUM FOUNDATION DRAIN HOLE 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO UNDER POLE BASE BE LEVEL VMTH TOP OF SICIEVA K OR CURB. 5" 9» NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MIANL.JFACTURER HAS MADE PROVISION FOR THE A l l ACHMEN I OF A GROUND WIRE A CREEN INSUI.A'I-F:I) WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN j INSULATED WIRE SHALL BF_' RUN FROM THE FIXTURE I GROUND LUG TO THE POLE GROUND LUG. ♦ PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM APPROVED- 1r H R- 380831 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY C=L "117. Oo.L..��� DATE BY DATE BY DATE 1 w ti N hy / i oZ � 01 HERMAN TRAFFIC ENGINEERING Z `0��� RF�ST R�-° �� 15324 Southeast 133rd Court, Renton, Washington 98059 FsS /ONALf- 425-277-1740 tel. 425-277-5718 2 -r9 -�5 fax hte @comcast.net SHEET 38 OF 39 . c G1 �--- GROUND CLAMP T c f4 4` ++ 2" PVC CONDUIT SYSTEM z CONCRETE m FOUNDATION 3' SO. C+R bIA. NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MIANL.JFACTURER HAS MADE PROVISION FOR THE A l l ACHMEN I OF A GROUND WIRE A CREEN INSUI.A'I-F:I) WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN j INSULATED WIRE SHALL BF_' RUN FROM THE FIXTURE I GROUND LUG TO THE POLE GROUND LUG. ♦ PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM APPROVED- 1r H R- 380831 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY C=L "117. Oo.L..��� DATE BY DATE BY DATE 1 w ti N hy / i oZ � 01 HERMAN TRAFFIC ENGINEERING Z `0��� RF�ST R�-° �� 15324 Southeast 133rd Court, Renton, Washington 98059 FsS /ONALf- 425-277-1740 tel. 425-277-5718 2 -r9 -�5 fax hte @comcast.net SHEET 38 OF 39 . c G1 Z T c m z m m D T 8 C 4 Cn • Z D O D Z Z C ic ID m n OC x ] j O < ._ 0 TI 8 O m O N Z V Q U. Q z z p W — L1j Q z J lkm� °'t` i C C 4111 n _v Q" lit W s i� i a ♦: � Ci. ) ♦, LLG� z M 00 0 C z` c � z Q L1J a 0. U ry z — a� lkm� °'t` i C C 4111 n _v Q" lit W s i� We Z O �n X O z j INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. 1 NUMBERING 2 EXAMPLES 3 4 C LED TYPE 5 6 7 WATTAGE MOUNTING CURB HEIGHT F� 15 FEET 4� 45 TRAFFIC FLOW PLAN VIEW 1-3/4" TO 2" 2' TO 2-7/8- 2-1/2 TO 3" DECAL REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND ROBPUBLIC WORKS STREET LIGHT STANDARD DEPARTMENT DECAL NUMBERING SYSTEM PLAN VIEW SIZE TO FIT CABINET 6" 6' N � o � a FRONT AEW CONDUIT ENTR. AREA SIZE TO FIT CABINET 1' -0" t' -0" fk —Grade Level • .a a ' • �' a a V SIDE MEW Shim to plumb Shim to plumb See Note 3 See Note 3 +� #4 hoops #4 hoops b /4 bar each corner c /4 bar each caner EJ r t!1 1 to 2 6 W N 1" to 2" diameter plastic drain 3/8" diameter plastic drain M 0 SIDE VIEW V -A" Cabinet Ae�a,s 1' -6" I+ -2= I SIDE VIEW 1• -6" Cabinet depth l'—B" + 2 /4 bar each corner • + .!c t3 m #4 bar each corner PLAN MEW PLAN VIEW PAD MOUNT PAD MOUNT �11tRO11FR rAMINIIET FOUNDATION BATTERY BACKUP SYSTEM (YS) FOUNDATM For NOTES see Std. Plan 126.2 SM. PLAN -- 126.1 PUBLIC WORKS CABINET FOUNDATION DETAILS RO DEPARTMENT AAW" tie &0:21 Pi I/ . 7– 1 N ;z .. < � a= h y = 00 �ai iS ( o z f � �o - oa Ow � �yy Z W I � >s cti - o Q rho icnz �'� W °° V � zo �m >r1 w A DUI= Q O >IJp� < I s t l to �, .54 MR LLj 41C (r jjl'� 12J11A ga aC x Qj" jJJ l gQQ'j 3�= 0 . r \ O ao ( . Z g. > z U) E- d a W Q D. PUN — lal PUBLIC wORBO ! CAMR DiPARNR NITMOT Ma R ■■■ Tim DIAMETER = 7/8" 4- 7/8" 1 /4" LOAD FUSE--\ LINE 1/4" CUTTING RINGS FUSE KIT EPDXY INLINE SPLICE `N!1 YVTt JrLILt SPLICE KIT FUSE KIT do SPLICE KIT DETAILS ADOPTED My or IIMMIt •� • srrwowtrD PLANS L T DAB' 04/04 DWG. NAME: J013 SP PAGE: JO13 i STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 12 VOLT TEST SWITCH ---- TERMINAL BLOCK — CIRCUIT WIRES TO LIGHTING RUNS PHOTO —CELL MOUNTED ON NEAREST LU MIN AIRE STREET LIGHTING CONTACTORS TO GROUND ROD WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PLAN - ^AM PUBLIC WORKS STREET LIGHTING CONTACTOR OVE STD. 7 123 ♦ ♦ DEPARTMENT CABINET SCHEMATIC R- 380833 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY G�- �''. Q�s..w �- DATE z : r it BY DATE BY DATE ! ti N w4syrti Z HERMAN TRAFFIC ENGINEERING Ao�, RFG3 7 R�,o �� 1 5324 Southeast 133rd Court, Renton, Washington 98059 ASS /ONALf- 425-277-1740 tel. 425 - 277 -5718 fax hte @comcast.net 2--19-/5 SHEET 39 OF 39 . Z � Z M Z T C m z D LLJ We Z O �n X O z j INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. 1 NUMBERING 2 EXAMPLES 3 4 C LED TYPE 5 6 7 WATTAGE MOUNTING CURB HEIGHT F� 15 FEET 4� 45 TRAFFIC FLOW PLAN VIEW 1-3/4" TO 2" 2' TO 2-7/8- 2-1/2 TO 3" DECAL REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND ROBPUBLIC WORKS STREET LIGHT STANDARD DEPARTMENT DECAL NUMBERING SYSTEM PLAN VIEW SIZE TO FIT CABINET 6" 6' N � o � a FRONT AEW CONDUIT ENTR. AREA SIZE TO FIT CABINET 1' -0" t' -0" fk —Grade Level • .a a ' • �' a a V SIDE MEW Shim to plumb Shim to plumb See Note 3 See Note 3 +� #4 hoops #4 hoops b /4 bar each corner c /4 bar each caner EJ r t!1 1 to 2 6 W N 1" to 2" diameter plastic drain 3/8" diameter plastic drain M 0 SIDE VIEW V -A" Cabinet Ae�a,s 1' -6" I+ -2= I SIDE VIEW 1• -6" Cabinet depth l'—B" + 2 /4 bar each corner • + .!c t3 m #4 bar each corner PLAN MEW PLAN VIEW PAD MOUNT PAD MOUNT �11tRO11FR rAMINIIET FOUNDATION BATTERY BACKUP SYSTEM (YS) FOUNDATM For NOTES see Std. Plan 126.2 SM. PLAN -- 126.1 PUBLIC WORKS CABINET FOUNDATION DETAILS RO DEPARTMENT AAW" tie &0:21 Pi I/ . 7– 1 N ;z .. < � a= h y = 00 �ai iS ( o z f � �o - oa Ow � �yy Z W I � >s cti - o Q rho icnz �'� W °° V � zo �m >r1 w A DUI= Q O >IJp� < I s t l to �, .54 MR LLj 41C (r jjl'� 12J11A ga aC x Qj" jJJ l gQQ'j 3�= 0 . r \ O ao ( . Z g. > z U) E- d a W Q D. PUN — lal PUBLIC wORBO ! CAMR DiPARNR NITMOT Ma R ■■■ Tim DIAMETER = 7/8" 4- 7/8" 1 /4" LOAD FUSE--\ LINE 1/4" CUTTING RINGS FUSE KIT EPDXY INLINE SPLICE `N!1 YVTt JrLILt SPLICE KIT FUSE KIT do SPLICE KIT DETAILS ADOPTED My or IIMMIt •� • srrwowtrD PLANS L T DAB' 04/04 DWG. NAME: J013 SP PAGE: JO13 i STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 12 VOLT TEST SWITCH ---- TERMINAL BLOCK — CIRCUIT WIRES TO LIGHTING RUNS PHOTO —CELL MOUNTED ON NEAREST LU MIN AIRE STREET LIGHTING CONTACTORS TO GROUND ROD WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PLAN - ^AM PUBLIC WORKS STREET LIGHTING CONTACTOR OVE STD. 7 123 ♦ ♦ DEPARTMENT CABINET SCHEMATIC R- 380833 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY G�- �''. Q�s..w �- DATE z : r it BY DATE BY DATE ! ti N w4syrti Z HERMAN TRAFFIC ENGINEERING Ao�, RFG3 7 R�,o �� 1 5324 Southeast 133rd Court, Renton, Washington 98059 ASS /ONALf- 425-277-1740 tel. 425 - 277 -5718 fax hte @comcast.net 2--19-/5 SHEET 39 OF 39 . Z � Z M Z T C m z D :r • Z m D 0 D Z G1 Z C 3 M n Z c_ r; f j O T M Q 4W Z 450 UJ J 44'0 a CL 445 455 420 a: 410 0 MO Fl 390 N 380 06 370 o +35 a 0 ir LL a w J Z W W a: 455 435 425 z J w of 0- 1 i Aj- KRISTAR PERK FILTER. SEE--/ -DETAIL ON SHEET PN -05 10 LF, 18 "0 O S =2.50% 15' POND / ACCESS ROAD PER PLAN Aj- EXISTING GROUND / - PROPOSED GRADE EMERGENCY OVERFLOW ELEV= 445.50 DESIGN W.S. PRIMARY ELEV= 445.00 OVERFLOW / ELEV= 445.00 CB 11 , TYPE 2 -48 "0 -i W /SOLID LOCKING LID �'• 28 LF, 18 "0 SD 49 LF, 18 "� SD TG= 452.92 � O S= 23.8270 "0 N POND OUTLET IE= 448.75 8 "O SE W/TRASH RACK I E_448.92 6 00 NE ELEV= 436.25 POND BOTTOM IE 447.92 18 "� W - - - - -- ------------------------------- -- -- - - -- - ELEV= 435.75 PIPE ANCHOR SEE DETAIL ON THIS SHEET 0.5' SEDIMENT STORAGE POND INLET WITH TRASH RACK 34D & GABION MATTRESS POOL. SEE DETAIL THIS SHEET. B #16, TYPE 2 -60 "0 ELEV= 436.25 TG= 445.30 (SECONDARY OVERFLOW) FROP= 445.00 (PRIMARY OVERFLOW) IE= 436.11 18 " 0 N IE= 436.25 18 "0 S 11+00 12 +00 POND CROSS SECTION A -A SCALE: 1 � -20' ►+oRiz. 1 " =s' vErrr. POND BERM ELEV= 447.00 POND FENCE CONCRETE WALL ELEVATIONS PER SHEET PN -05 EMERGENCY OVERFLOW PROPOSED GRADE x 1 (WALL DESIGN PER ELEV= 445.50 SEPARATE PERMIT) POND FENCE DESIGN W.S. PRIMARY ELEV= 445.00 OVERFLOw ELEV= 445.00 --------- � ------------ - - - - -- -------------------------------------- EXISTING GROUND 0.5' SEDIMENT STORAGE POND BOTTOM ELEV= 435.75 ----------- - - - - -- --------------------------- - - - - -- 1 O S =6.19% GCB #22, TYPE 2 -48 "0 W /SOLID LOCKING LID TG = 447.00 IE= 435.18 18 "0 NE IE= 435.18 18 "0 E CB #17, TYPE 2 -48"O OVERFLOW STRUCTURE W /DEBRI (EMERGENCY OVERFLOW) TG = 445.50 IE= 436.17 18 "0 SW 21+00 POND CROSS SECTION B -B SCALE: 1 » =20' HoR�z. 1"=5' VERT. • CONSULTING ENGINEERS L L C 33400 8th Avenue South 10 10 1* I =.r Suite 205 Federal Way, WA 98003 6113 Ca12MoftV Days Bekw You Dp www.esmcivil.com 'ES ""Y �.� � 299=7--99M � �--� 811 Civil Engineering Land Surveying Land Planning ,, 75 W PUNIC works I Project Mono9ement I Landscape Architecture um"s Lrocaftin Caftr (IDNTAIDI,Fwi) ESM JOB #258- 044 -013 s� � 22 +00 455 435 465 460 = z 450 460 44'0 430 455 420 T 410 450 400 s I I 390 445 380 370 440 360 KNI.1 12 +60 GABION MATTRESS EXISTING GROUND ORDINARY HIGH (� PROPERTY LINE WATER LINE � BURY AS NEEDED ' TO MAINTAIN 19 MINIMUM SLOPE IE =401.009 18 "0 W /GABION MATTRESS POOL. SEE DETAIL ON THIS SHEET PROPOSED GRADE L KRISTAR PERK FILTER. SEE DETAIL ON SHEET PN -05 IE= 435.25, 1800 7 LF, 18 "4 SD O S =1.07% B 122, TYPE 2 -48 "0 W SOLID LOCKING LID TG =447.00 IE= 435.18 18 "0 NE 170 LF, 18" HDPE FLEXIBLE PIPE IE= 435.18 18 "f E TO BE LAID ON EXISTING GROUND O A MINIMUM SLOPE OF 1 % WITH PIPE ANCHORS SPACED EVERY 50'. MAXIMUM DEFLECTION IS 60' RADIUS. (SEE DETAIL ON THIS SHEET FOR PIPE ANCHOR DETAIL) 460 450 440 430 420 410 400 =• L = z G _ 3 ;w Z ic -Z m T m _ 7 s I I 390 I 380 370 360 � T i � T 0 +00 1+00 2 +00 2 +60 = ; POND CROSS SECTION C -C s Z C r-►B 6 J1 n GABION BASKET r 2' i - 3 18" HDPE 2• ,_. • �\ a _: Ilk _ 3 �. X 3 3 mmmm=4 N. 3 L L...... • 3' 9' L ORDINARY `- SLEEVE HIGH WATER C B OUTFACE DETAIL i T In SCALE : =20; HoRIz. i, 1 =20 VERT. i z Z > �k 5 18" HDPE i EX. GROUND i i DILATION *PIPE CALCULATION 4 /d� GABION MATTRESS = L(AT) _ (170')(50'F)(67x10J = 0.6' < 5' OK SLEEVE AL = PIPE DILATION (FT L = LENGTH OF PIPE FT) / GABION BASKET AT = TEMPEATURE CHANGE S = EXPANSSION COEFFICIENT 6700-4 IN /IN 'F ORDINARY SECTION A -A (WWW.ENGINEERINGTOOLBOX.COM) HIGH WATER 2' EXISTING GROUND 2' EXISTING GROUND 1 3 3 3 1 3 3 3 GABION BASKET GABION BASKET 3 - 1' 7 GAB I O N MATTR ES OVA 6WI1 MI-E 1 70 GABION MATTRESS 18" HDPE FA���" �M��� 24" SLEEVE VN�Q AI.I_ Q. SECTION B_ B 24" SLEEVE SECTION C-C GABION MATTRESS POOL SCALE: 1 " =5' GALV. STEEL BRACKET, LOOSELY FITTED CONCRETE BLOCK KEYED 12" H.D.P.E. PIPE COLLAR INTO UNDISTURBED SOIL 4W AS SHOWN. 6" MIN. 1" THREADED GALV. STUD 425 22 +40 0 FIRST SlBMTTAL 1 EARLY CLEARM & 0111100MrG MM 2 PLAN C MMIK #1 3 PLAN CWMM 4 YYLAR SLMMTTAL NO. REVISION GALV. THREADED ROD COUPLING ,., ANCHOR SHALL BE 1" GALV. SCH. 80 STEEL 2' MIN. PIPE DRIVEN TO REFUSAL (< 1 INCH PENETRATION OVER 1 MINUTE SUSTAINED DRIVING WITH A 90 LB. JACK HAMMER). MIN. 5' PENETRATION. AT CONTRACTOR'S OPTION, �. CAN INSTALL CHANCE GALV. TENSION SCREW ANCHOR, SS5 OR RR8. WITH 2 x PIPE DIA EXTENSIONS AS REQ'D OR APPROVED EQUAL. MIN. SECTION A-A PIPE ANCHOR A� s° IN' II o' _ ..�• II�� II �IIIi =11 3' MAN CONCRETE BLOCK A CHECKED FOR COMPLIANCE TO CITY STANDARDS I1 1 t z1_2 20i NOT TO SCALE ESM 14 SURVEYM. ScxF: DAM "°RnCAL r"'w'M OF GREENLEAF ���/��� ESM 14 ,sue. HORIZOWAL: W 1%311 �, Ak CITY Esm 14 m POND A PLAN, CROSS SECTIONS & DETAILS Fes°°" DRAMM: "I RENTON �: ELY 14 ONE INC" DATUM olaw.+c No- ESM 14 ;� PN-02 AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE WC" BY DATE A P P R ��� � ACCORD1NGLY UTILITY PERMIT # 14004398 �� Z1 °��� 0 a D Z G1 Z C ca m n I O t 0C s _ _ 7 r^ f O i O T s _ _ 7 mil LL. OT..- DRAM FOR LOTS 24 - 26 dF jyZmll_q at AOL--& -- - � limplivirww'w y4m Or AMEL-A" Ift '460K& TO: Wow i Of claw 22 2v-; 10 SCAU - SCHEWW M&Y NOTT 111 L.F. rOi PERF. PIPE *milfw WAS ft*" bwom"r 0144m. 9 S*f.Oft W/OMCEPTOR z DRAW. SEE DCTAtL -Qv4(- UA or.. Ski w (,AD WT 'Low- pr (A • A-00 S" E P I.E.—Fr6:44- 475.89 ro wWAAC -W-00"Imem NriW=1 • 00%, m cr) P. Tv m JUM 0 p 0 tit 2' max. T C.O. 482.18'- ax -km. -m ro&wy wwo f 4 1 Aw. w IF F lip 479.79 OT..- DRAM FOR LOTS 24 - 26 dF jyZmll_q at AOL--& -- - � limplivirww'w y4m Or AMEL-A" Ift dral"N'tall-v otlas djMded by tie Eric -Ineer, Tn. A d 4 A -.'t I i i aj I w- t t, &fj II t1 4 a, u, A. A gta -m-ftaff' puftd: A" Ow 9*090d. 4� A''04.7 2' lReinforceed F AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. it REDMOND, WA 98052 1-1 LEGEND: V" '460K& TO: Wow i Of claw 0 110, 1 1 Ilk Ohm, me A kW 10 SCAU - SCHEWW M&Y NOTT dw alb. --� mppmadby-Ow ch w4omw *milfw WAS ft*" bwom"r 0144m. WT A CONS DRQ M - z 41 Rack Sbo pw or.. Ski w m0 -%P S" E P M ro wWAAC -W-00"Imem m m cr) P. Tv m ..sea Taft. 0 tit 2' max. ax -km. -m ro&wy wwo f 4 1 Aw. w IF F lip p GEOGM go# - rjeogodgh0be gyrAmm SF -M. 2 -STFWTUFRAL GEOGM *W -MU ATM inla Or, f4w vAk "409beas"Agth -4. 060940 Rek0womw'd shot be r*ow lwt,vw- 00e" tt canirudion d-r-Sja,-.A dral"N'tall-v otlas djMded by tie Eric -Ineer, Tn. A d 4 A -.'t I i i aj I w- t t, &fj II t1 4 a, u, A. A gta -m-ftaff' puftd: A" Ow 9*090d. 4� A''04.7 2' lReinforceed F AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. it REDMOND, WA 98052 1-1 LEGEND: V" Wow i Of claw 0 110, 1 1 Ilk Ohm, me A kW > �z dw alb. --� mppmadby-Ow ch w4omw L hxft** . h*mbod:*m Sod z 41 z or.. Ski w m0 S" E P M mer 16 ", . - 4'a L""" Cour" IT W. 12*0 D.I. CASING c'moef"t cut - vety Dense Gni 'n w To Be By L�Ila Canhed Rock (146 F*es) 4" 1 r PeffmidRd PW- -TriallA T' F AL3 -1 aLim-R. 1 i.L i IL 1L J~ ONE XCH AT FULL. SMALE Planning/Building/Public Works Dept. IF Wr dK MCH -Woo SCA -E ACCORMCLY ,00wAg 41; t 4 r to N WALLS OVIER 4"-.0" MM/111EQUORE 9WLDW- PEF"T GACENLEAF LOT D - RAIN PLAN > �z z z m0 ro m m cr) m f. , > �f M A PORTION OF THE SE 1 /4 OF SECTICNJ 32, TOWNSHIP 23N., RA5E, KING COUNTY, WASHINGTON DRSWAY APPROACH TABLE # 4" d"............... ......... ........ o > OFM Dm m ELOW-W 6 ST -A. 26+15-939 13.00" LT. 485.07 2 STA. 25+89.93, 13.00" LT. 484.55 3 STA. 25+39.931 13.00-1 LT. 483.48 4 STA. 24+89-931 13.009 LT. 481.84 5 STA. 24+15.939 13.00* LT. 479-52 475 DRIVEWWAY APPPROA-GH TABLE DRIVEWAY APPRCACH TABLE SSE Q t WY "I F-004-1 ON SWU DT -01- :w to, 0 PkXIS SURVEY & MAPPING, INC 0 • • 15241 NE 90TH ST. REDMOND WA 98052 R/i n/gn vs 4" d"............... ......... ........ o > OFM Dm m ELOW-W 6 STA. 23+89.93, 13..00$ LT. 476.60 7 STA. 23+47.55,9 13.00' LT. 474.03 a STA. 23+22.85t 13.00" LT. 472.54 9 STA. 22+86-999 13;,00" LT. 470.36 28 STA. 24+81.6 7s, 13.001 RT. 481.50 DRIVEWAY APPRCACH TABLE SSE Q t WY "I F-004-1 ON SWU DT -01- :w to, 0 PkXIS SURVEY & MAPPING, INC 0 • • 15241 NE 90TH ST. REDMOND WA 98052 R/i n/gn vs KEY MAP SEE :FFfMT-AroE ""40VEMENT KAt6 ON SHEET FR -01 ALLOWAWIE PIPE MATERIALS ROAD A 4. COIV%-MTW POLY -E -P -ME -W tom) 425-823-5700 SEE DONEWAY DETAIL F-004-1 ON SHEET DT -0-1 SEE DRh&"-WAY DETAIL F004-1 ON SHEET DT -01 -4 . . . ........ -- 0 4-50 FF73 475 1 23+00 'A I rr' Aj — < 4" d"............... ......... ........ o > Dm m sm" z C 70 m t 7-1 . . . . . . . . . . J) _7 z m z m m cl) O 44�& Moo KEY MAP SEE :FFfMT-AroE ""40VEMENT KAt6 ON SHEET FR -01 ALLOWAWIE PIPE MATERIALS ROAD A 4. COIV%-MTW POLY -E -P -ME -W tom) 425-823-5700 SEE DONEWAY DETAIL F-004-1 ON SHEET DT -0-1 SEE DRh&"-WAY DETAIL F004-1 ON SHEET DT -01 -4 . . . ........ -- 0 4-50 FF73 475 1 23+00 'A I rr' Aj — < o > Dm m z C 70 m J) z m z m m cl) O 44�& Moo CD i. 00 44�& Moo CD CA CD > O Ft gi >cn -n 0 r m c) cf, 47 m! o 470 0 455 A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23-N., RANGE 5E, Kif-14G.— COUNTY, WASHINGTON - Oman us am owlWIM-Ifts Aft am um,awwuw im dft ow aWsaw"m wo a& "KIWO MATCH L• WE STATION EQUATION STA. 22+05.77* 15-10,0' LT. 3-12 U,*,!T hW040"HW MOdLOOX, SEE OtIML ON T148 SET 6/10/2015 2 STA. 20+00i.00 _-�_ STA_ 4+00.00+ STAJ" 10 VAIT! _OFFSET EaV� NOTE: LT. 11 (SEE SHEET RD -03) ECR LT. 465.05 12 4W33 13.00* LT. 464.67 1/2 STA. = 20 + 81.72 s 40.24" B 465.11 14,15,16: LT s+ 9--1 S ft400F 01,60J'06 0 D 04M IN THE OF 71.4# LT. A 17 STA.=20+55..02l, _R- (M 40 AR: 7ERJAL) ll LT. 4".W T�w LoTs 0. *=41..W 40 W i7 464.61 25 C14 ^J RT. 465.17 2-6 STA. =22+40.3go 13.00' AD 467.55 27 STA.=22+68.39i - to AID so jJ W I T -TA: S•21+43-3. PVI ELM 464.94 AT CUL-DE-SAC LP 2,1+%37 LP 8XV. 444.79 4 -5 7 z 6/10/2015 2 STAJ" 10 VAIT! _OFFSET EaV� LT. LT. 11 A ECR LT. 465.05 12 4W33 13.00* LT. 464.67 1/2 STA. = 20 + 81.72 s 40.24" LT. 465.11 14,15,16: STA. =210+64.91 9 71.4# LT. A 17 STA.=20+55..02l, ECR ll LT. 4".W 24 0. *=41..W Lim t4W4X 10-4* KEMAP %. v I M w FA-: Pm #3 LP10444.46 AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 WVVEWAY APPROACH TABLE STAJ" 10 STA.=22+37.70t 13.00* LT. 1/2 11 STA. =21 +63.90* ECR LT. 465.05 12 STA. =21+37.50s 13.00* LT. 464.67 10-4* KEMAP %. v I M w FA-: Pm #3 LP10444.46 AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 WVVEWAY APPROACH TABLE SEEy INT A& F-004 ON SHM OT --01 OmW 1 . SU SEC. 5.04. KCRIS. 20 Ml MLAT" OF N.D.C.S.U. INCLUDOW C0009"k)CTM OF &W WILL BE DONE BY T14E U.S. POSTAL SERYCE. SEE NOTE 140.2 'D 9-1 ------ ----- HOR 9 OLT PA-TTEWW. N.jD.,C.19.-U. PEDESTAL - NOTE NO.2 CKCKED FOR COMFILIANCE TO CITY STA#"RDS __q'WT T iTl I # # vz IV, A i VW A 91 It A od 11. *%Pft aft* am" YOU: -c" all. ONFAW GRE NL -AF ROAD AND STORM PLAN AN -D PROFILE UTILITY PEAW pC�j�g� g 3-� i�' I cm , :, a4�� -mm > '03 mo 00 :0 ad 0 m Z m o trsz z m cn 0 10 STA.=22+37.70t 13.00* LT. 467.41 11 STA. =21 +63.90* 13.00' LT. 465.05 12 STA. =21+37.50s 13.00* LT. 464.67 13 STA. = 20 + 81.72 s 40.24" LT. 465.11 14,15,16: STA. =210+64.91 9 71.4# LT. 464.47 17 STA.=20+55..02l, 74.25* LT. 4".W 24 STA.=21+36.391 12.98' RT. 464.61 25 STA. =21+67.39i 13.00* RT. 465.17 2-6 STA. =22+40.3go 13.00' RT. 467.55 27 STA.=22+68.39i 13.001 RT. 469.24 SEEy INT A& F-004 ON SHM OT --01 OmW 1 . SU SEC. 5.04. KCRIS. 20 Ml MLAT" OF N.D.C.S.U. INCLUDOW C0009"k)CTM OF &W WILL BE DONE BY T14E U.S. POSTAL SERYCE. SEE NOTE 140.2 'D 9-1 ------ ----- HOR 9 OLT PA-TTEWW. N.jD.,C.19.-U. PEDESTAL - NOTE NO.2 CKCKED FOR COMFILIANCE TO CITY STA#"RDS __q'WT T iTl I # # vz IV, A i VW A 91 It A od 11. *%Pft aft* am" YOU: -c" all. ONFAW GRE NL -AF ROAD AND STORM PLAN AN -D PROFILE UTILITY PEAW pC�j�g� g 3-� i�' I cm , :, a4�� -mm > '03 mo 00 :0 ad 0 m Z m o trsz z m cn 0 1: /4 S--H-N- A -PO-twiff 0C)F-7 THint bO'*&E %.jv- SSC��TO��P-2,Hi23N m 'RANGE SE Klf��CNTY,k-GTON DI YEWAY APPROACH PER XTA& ON S44EET DT -01 (TYP.) MUNN. &.N& STS. 5+10.739 13.00" LT. Im -fl-, TYPE 1 (PR +80 15 5.11 LT. 6 D.3 jr 5+57.391 23.50' RT END CUM., KC4N EDGE Of P^ffiWW CC OF DOW &WAY H CE Ao,_.00, r SW —01 MW .Cwt z EL=*79.72 SEE ET DT -5 L 2-- EME- STA. 5+45.24f 24.54' LT. EL=4M,00 ACCM EASOXW 20 EL=462.30 r 112�� rMhUrLACLff Ft =486-39---% 11 ALLOWhBLE PIPE MATERIALS ROAD C KEY MAP ASBUILT DRAWINGS 6/10/2015 DRIVE. WAY APPROA CH TABLE Fl1 SCALE: 1 0=20' HOW. I AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 v �A w 475 470 CHECKE ECSC OR 0 LI CE TO CITY s 460 .0 -Ale c TC 472.37 */90W LOCXINC� LID (PONOt tE= 12*0 N 467.04 T- *&402.46 8"v I -E= 8"0 S 46723' 0 N 474.58 IE 46:7.39 12"0 SW 06.99 IE- -1-:74-64 80 S 474.48 > 10 L—:A,.—j ig CA 00 pl— l_9m z Cls SR M(D 446 C cil >17 CD m cn m 0 O -n 0 L—:A,.—j ig CA 00 pl— Cls SR M(D 446 00 W =' > 00 >17 CD > O LLJ a Akk z Ld < '3 j 0 cr a_ 010 �J F771 ��t OFCOUNTY,W1►3HMIGTONA P%Ox'"nTION - THE 1/4 OF SECTION 32, TCNVNSH 23N., RA#4GE SE, K04G ROAD B (SEE' T fta�m ALLOWABLE PIPE MATERIALS 2. DUME 100k (W" SUPPLY, CLASS 50 OR 52) 3. SOL10 VMLL POLYETHYLENE RPE (SWPE; ALSO KNOWN AS HDPE POPE OR HDPP) 4. COM"TED POLYETHYLENE PFE (C -PEP) TP-R-4VATE S--. - - S2 EASE�hl 475 4 I (SEE SHeET RD -03) -ROAD C r —1302538,28 d, co 16 fEm4"s 61�0 .000 tjAr A j& 4 - PRIVATE ACGE56 EASEI�NT ASBUILT DRAWINGS 6/10/2015 1 `=20' HOINZ. SCALE: 40 f(EYMAP : AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 4 a;N 45 GR -EW EAF R.*O-A--...D Af-40 STC. PLANAIND P; ROFILE A43 r2— – S6 E -n 0 mm 0 m co z Z m mm 0 m 01. R al NZ cn z m O > fi tI z t. z c 0 T-0 0 rn cil ro z m z m m 0cn < >i. t -n 0 mm 0 m co z Z m mm 0 m 01. R al NZ cn z m O > fi tI t. 0 C < ►47 Ift, PORTION A OF THE SE 1/4 OF SECTION 32, TOVWJS+tIP 23 N., RANGE 5 El KING COUNTY, WASHINGTON 15 1 �r. z z CD EA 0 . z c PPOPM" CD z Z m ml cn CD r --q m Ew > f -V CD EA m . LAVC., . . . . . . . . .. ... oth Avwuo smol PPOPM" CD SO col) CD r --q Cl I T OF Ew > IA- ! O . LAVC., . . . . . . . . .. ... oth Avwuo smol PPOPM" SO moftomm- Cl I T OF GAEEWEAF Aaw "44 IA- $Ube 2ft'::'...:::.. Fedeng Way, WA SW03 RENTON PONG A PLAMCROSS SECTIONS DETAILS RACE: Od 0 ylw DRAW IA" "0" um*"W- Aftwuck" dw ow INCH AT FULL Swx IF MOT owr IW.H a"w Planning/Building/Public Works Dept. U OLJ CHECK -ED, EA cK,t] 0 4 40 .Awl 0,111 1 Osw2W HONZ. i 0-mv vm. 21+00 22 00 22+40 ff 711 =IJ rF.70 ASBUILT DRAWINGS 6/10/2015 2' MIN. A 6 COLLAR AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 GALV. SMEL M#CXET,, LOOSELY FITTED - 12" H.D.P.E. PIPE PUl*v" ZZ �XX711A NOT TO SCM -E *:PtPi; nit ATU"VJr.Af"...H..:ATI SECTION A—A UTILITY RW #1-.4004308 . . . . . . . . .... Lp V; 10 Timz z m cn 0 LLJ U LLJ 0 olf n sis rn rr rm M CD O �m 3 -Z z m cn O LLJ U LLJ 0 olf n sis rn rr rm CD O z N rD � CD LLJ 0 z E� -J. AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 6/10/2015 6'" MIN. PLATE WITH ORIFICE AS SPECIFIED WN 9E7W-EN HERE - A14D Q.—W.S. 2" RE40ON64OLE %kTER— "ruwlllj,r COUPLI G ELEV NOTED ON MAIN DETAIL A '77 TAMANUC" z r I pro, OMNI!~ Z m T416"w"m ftAip"T rwl= Imm"" `:, z m > xg > m CD > O 0�0 > L ti................ t f *"ovaw �ww T rf" 3 A '77 kill:, IT= E'M'S SOLT Vol Lw.) TO01141" er NOW y - N x. EMSOLT .0 S FROM W S -DOT 110. --. ST -WOO W' PLAN L-20.1-0-02 F€iV�€ TO K COATED [1N/8LACK Vff4yL TAMANUC" z r I pro, 'K Z kill:, IT= E'M'S SOLT Vol Lw.) 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'-,:--'.. . ..... _. ...._.... ..- _........._ ..... � ...1? .... .. -� 7a 4fi0 460 . . . . . . ,r - . _ _ . . . . . . . . . . . . . . . . . - . . . . . . _ . . . . . . . . . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . .-•r.....T.. 7� . . ....... 0) - - -- ---- - - - - ------------------ -.- I :�,� P. .... ._.. ......... ......,-7:-_. ...._. ..._-� .--._......- - .. ... -- -- -- - - ...-.... ..... .. ...e. $ - :: ::: o -: - --.. ._... - ._._.. ._..so ....I��.. ... ....�;, ....._ _........ PROPOSED 8s6 W .._ ._...---- ........ ....... .:... .- - -- x.012 -:I�fi+Sr(RN} .___ + --- -- ----------...----------------- . �.�.`-. _.... _ _.... ..- -�,.- ...__ .. . - ...... .......__ ._..-- . -- ::: ... 460.62' PVC ...... r..4_... ...... _...... _....._�� y ..._... :Il:.�y.. .. RIM ._... ...._.... ._.._.... ....._... .._.._ ._.......---..... .... 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(RIM} ....... . _ _ . _ .. _ .. _ _ ..... _ . _ .... - - - - - (8" N) 458.03' PVC .. - - - . (8" NE) 457.31 (PVC) _ .. - - - - - - - - - 440 ......... ... _ ..... .461.69' {PVC} �7-, (8" E)... _ 440 ....0.... ..._..... ......... ..--.... .....--_. ......... ......... .........(... ..... ..._..-.SEE CF�NNNELIZATION ..... {8 Nw,456.75'(PVC _.-...-----..-. ..-....._ ...-.-... ---. --------------- ..._ _........ " -- - -..... ........ ......... _........ ...... ...DETAILON SHEET5 _._._ ... - - ... - ...__.... - -- - ..- .. ......... ......... 461.52' PVC}:�; (8 W)... . . ..._..... ...._.__. ......... ......... 482 {RIM) ........ ..._.....------_._ ...--.... ..... ......... ......--- .....__._ .......-- ......... _........ ..__._... _........---_...-----_..... ......... .-------- ......... - - ......... - .__...._ .. 8"W t .-- -- - - ...::::: : -' 32--23-5 .-. ._....... ::: ....._._. .._.. __... ...... _....._.. _....... - ::::: ::::::::: ::::::::: :::::.18 L.F., 18"� D.I. CASING :: ------EX. SEWER -::- ::-::::-- :......._ ---...t.. )474.14 PVC........ .......-- ......... ... ......... ....:_... ......... ....0.... ......... ......... .........--------- --- --: ...._.... .......-- ......... .........-------- ......... ..... ... ......_ --. ... .._. ..... ----- - - -- - --- ..._.. S1105 : . -----------.-------- ---.-- ----- ------ ------ -----.--- - - ---- --- - - - - --------... .._.... ....... -- -.---+6%.-(RIM) .. .......:7 ._. .---.. ..._... ....---.... ...._. ...... ...._.. _. ..24 .... 2 - ---... - -- ... ....---5 - -.. .......:6 ... (8" w):.. _.. I �� ------ _W.. > �,� ,�cRii 4 r 462.20' ) X9565001 8956500130 89565001403 il50 19503001 8950300110 322305920 F I .. ; _1r1Ar .. Ir I I _u �#- _ , . *1 I � I . .. 7 . - � . I I I I . ., " � _ . . -1 ..____1_II . P .� I%r-liar - 17 i- : :� I �' was ••� � � - - ­­ I.. . 1. �. ,.'j ,:, �, 11 •9 I , I t I I . ) - * _.. _ _ __ ___ _ _ -_ ______, I . C 1 q1 4 V •�� irNN-I 1284-2 1 Q - ' EX MH 466--9 MH 1284-1 f -- 6 f - I � t f: g 7 6 5 _- _, 4 �- 3 2 i !_ " 668 f TO / o. --- �, ,:. -w...__ _:Y ... f -= �1 2 _ ._ e � SE 186TH ST •. `�, ; -' .- 1) r J J r� '� _ _..--- - --- _ __. . - ...... - - ��Q- r r 4 3 r �![. LAND - RC3AD A -" . - j +oo _ _ ,_ _ _._ -___ _ _ -_____ __...__.___.________-- _. ___ _ _ _ - - 1 47a -*- - - - -I --1- [�- - - i WETLAND E - _ ..p --- _ _ , 27. 00- _ 2 75 �. L.. �_ 24 w ..-:.�' :_. _ 2 _ _ _ [�E1284--3 .�_ _. ��_..___T ` _; �'j --T 11 7 TRACT E � �-_-=_ - .I a (RECREATION) R o CL INT X I:- STA 27+15.95. . ROAD A/B 40 i I �, : - • --�, 0 = STA. 56+32.27, 108TH AVE SE --A L / �-�- _I �' _ _ LOWIL:ST 14 / I� / $ I11 ,[- ;ONSITE ESMT 11 r. FF=463.80 1 " NSI 1284-5 L ' �4[7MjT 1284-6 �. 9 �r MH 1284-4 ti.4 27 Ex. EDGE OF 32--23--5 4 /I/r 4 -{fir SEE DETA . I 3O 31 , PAVEMEW - ON SHEET 5 CL INT'X �11J i 450 • �� S1113 _ _ �O`.1. PROPOSED MAILBOX _ A + A 28 29 _._..._ 4 _ _ EI -- STA. 3+47.41, PRIVATE c--1 TVP. I B _ AXIS SURVEY &MAPPING, INC o s . 1 - :� ( ) 1 Q ACCESS ESM'T . - TRACT D _ I I �- Y - 152341 NE 90TH ST. - (OPEN SPACE)I.LOWEST I26 o 2641 FF 4f0.� o I WA 98052 44Q s.I.(SENSITIVE AA#:AS}� o REDMOND, I=--== 1` NO SEWER SERVICE Q + 425-$23-5700 ( _ . _ _ _ - Q N I PROPOSED CURB, I G _ _ . _ _ � I GUTTER, SIDEEWALK -- `- W LOWEST & PUNTER TYP. 3223059068 WETLAND A - - . _. i� co P FF=458.73 ) -�- -- �! -- "._--� IL;- -... - �lr . 5 MIN. _ ., ASBUILT DRAWINGS xf �� J i �j� 43� \_______ SEPARATION 25 { PROPOSED_._ _ _ CL INT x >6/10/2015 . t TA 20+56.96, ROAD WATER (TVP.} .�� a : < �. `�: _ _ LOWEST I AT CUL-DE-SAC' _ FF 458.32 1 STATION EQUATION I . �.... CL INT'X L PROPOSED 12"O SD '�- j - STA. 20+OU.00 3223059080 STA 7+09.47 ROAD C 24 0 «? .. "" (TVP.) =STA. 4+00.00 + Q =STA. 53+65.09, 108TH AVE SE X � � M� 9- r. 2 7 WETLAND B t i WETLAND I .011- - �..... _.._ - ...... ::::::::: -to- ::%-::: ::::PI RIVATE ACCESS EASEMENT :::: :::::::,.: :::::::: = ......... -;*.--*--- ----------:------- _ " ----- I -----,-*- "-:-:-..: ... ........*. 214 ......... ....---- .-N--- - --....... . . . . . . . . I ..co -• - -- --- - - - - -. ce........ > ,It .......�_ i ......... ......... . . .. W ......... ......... ..- ----- - - - - _ r. _ --------- .---..-- r- . . . _ . . . . ------- . . . . . . . m. ...--.--- . . . . . . . . . ......... 11Ct i..� -.. ......_.. ......... . . m ..... ........ 4-_-._.-. u. _...-.. -...-...- . . . . . . . . . to - - . . - - . . - . . . . - . . . _ - . . - - - - - - - - - - - - - - - . . - - - - - . - - - - - . - - - - - - - . . . - t_ �3° ,. w ui W N ,. -= ......... . -. -EXISTING GRI ADE{TYP.}: -- ----- --------- -------- -" ... . ......... _- ......... . A ... ......... ......... ..... ......... ......A - -- ------... . I" :-- -PROPOSED SHED " -: : ,: - --------- '' ._.::I :--:-: ......:-- ....__.. . J. .. .GRADE (TYP.) - ---.- ......." . ..... ...... ......... .......: ..._..... . Q- O --- - -- --------- ---- -_.- --- - - - - -- -- -� - .. -%, .- ..... . ...... ........ __ ."�J.. .�-:... --� _ . ::::::::: ......... ...._.... . FL- ... ......_.. ... ... .. ..._. _......_. .n-.... ... .. ...._..-- ......... .. -�"� .. I........ ......... 'I::....- .. -. :.... 11 8'--- . DSD, Com'-) -.. ' .:: ......... ::::::::: - :: :::::::: -137 ...-::: -p� I - - ::::::::: ......_.. 20' *.. - _. _.... ,-. ...._.... ....... ._...... --------- ----•--- . . ... -x}.115- ..8._.._. ......... ........_ ....... ......_. ......... ......... . . . ... ......... ......... ... ..... (RIM} _ ......T S 5 3i- {RIM) .. ........ . (8 SE} � (8 S} 45fi.89 (PVC) - - - - - - ... ::::::::: . . . ... . _ ....... ..464.68' ... .... ... ::::::: :::: ..... (8'� N) ::::::� {8" _ NE) 457.311 (PVC) - " 455.05 (RIM) 456.35' (8" SE} ,456:82; .... (8* NW)456.75 (PVC) ......... ......... ......... ..�( ..� .. .. 8 S ...... ) .. .. ( ) ......456.14'(8"N) --------- (8" E}.. :-�(g" W)...... ......... ......... .._... ......... --------- ......... ......... -...--.-. ......... ---...... __4".j3; (8" N) -- --(451.68'S) ------ --------- --------- --------- --------- ::::::::: .::-. -.(451.32'W) ------ --------- ----- ::: ::::::::: ::::::::: 448.65N -8,. ........ ......... �448.85'(5) .__... ......... ......... ......... ...._... ... ..... -- :...... .... 0.0045 �. ...... .... ....... ... .... ....... . ....... .... ......... ......... ._ Irlwqu . - .... ......... {EX. 8" S} 455.09' . ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... - - - ::NOTE: VERY EX. IE PRIOR TO START 448.32'(N) :. ...... _ _ . 0 ........ ..... _ .. _ ......... ......... -------NSTI ---N -CORE do QRtI_....448.57'(S) - -----,-..-------:: ......... --------- 470 460 450 440 430 1.1, l� k o r.. 40+a0 41 +{l0 42+00 43-00 44+0 11 f - ` j I r 4 _. _ _ -- _ _.1 MH 1284 7 ROAD► C � 11.1 LOWEST 13 _ ,.... ,_. _ �....._._ -- - -- -- -- -�-� - �.- - - NOTES: SURVEY INSTRUMENTATION i FF --458.70 Imo._ LOWEST ', +FF=4.58.40 14 CENTER OF CUL-DE-SAC STA. 20+56.96, 32.92' LT. 11 LOWEST 15 FF=458.00 __.. r Et . . -tet "t 11. . % . -- - . . a TRACT C - - /STORM FACILITY (NO SEWER SERVICE) i1 �+ I , - - . _. � --- / r " I w .L / { _1' I. .--------,-- ' + i =' .---- -----_ 1 / MH 1284-8 _ .. ---- - :: -I- - - - ------:-- ] ,,,. ,- " :: I/ a - - ; . 3-- rl _.._ .______.._____ f 10 11 ' . _._.._� :' i + \ I 21 22 23 I \ cS' __ I - s I , - 'QL \ I I_� \ 14 I Q 9 �,. :.,.. I I 17 � MH 1284-10 I Q 16 am I. r SSCO 1 _._ _ _. _._ --p I 1 SEE DETAIL '� Q ._.'._._. < o I ON SHEET 5 -� I _,_ -- - - _ _ + 1. 1-1 1011, .1 `� 18 L.F., 18"O D.I. CASING 1-1 13 "III MH 1284-9 SEE DETAIL ON SHEET 5 r r i e I PROPOSED SEWER I 2t EASEMENT _ 1 :r l11 19L`� I "I' "I j ` , l '�'Li I ,", :' ; t 1$ r, . I I? LOWEST: II , / FF=466.00 ____ \ LOWEST I--- -- - j j � - cd 1 + \ FF=440.00 1. „ �.I - _ TRACT B WETLAND D 11 (OPEN SPACE)-"1--_� . r f. 623�400t)51 -%, 6 t �_ NOTE: DEVELOIP"ERICONTR/4CTOR t E TO SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING (D 5' POWER EASEMENT REC. NO. 7901230675 (TO BE VERIFY LOCATION OF EXISTMG SEVVER MANN EQUIPMENT AM PROCEDURES: RELINQUISHED) PRIOR TO CONSTRUCTION, AND NOTIFY 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY SER OF ANY DISCREPMNCIE WAC -332-130-100. (D2 10 UTILITY EASEMENT, (TYP.) PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE MOTE: ALL VMORK AND MATERIAL IN 1 OATH AVE. SE REQUREMENTS OF WAC -332-130-090. (D3 10' WATER EASEMENT REC. NO. 9207171283 REC. NO. SUBJECT TO CITY OF RENTON RIGHT OF WAY 9207171284 {T0 BE RELINQUISHED} CONSTRUCTION PERMIT. BASIS OF BEARINGS /� NO1'26'21OE BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER OUARTER CORNERS (D 34' PRIVATE ACCESS EASEMENT NOTE: DEVELOPER/CONTRACTOR RESPONSOLE TO OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. REMO& ANY EXISTING (DOMESTIC USE) 0 PROPOSED 20' UTILITY EASEMENT WELL ANDKOR EXISTING SEPTIC TAW AND VERTICAL DATUM & B E NC HM A► RK DII~tAMNFIELD FROM SEFlV"ICE ACCOFtl]IIwNG TO HEALTH DEPARTMENT RE TS. �� � � REFERENCED TO CTN OF RENTON VERTICAL CONTROL NO. 2138 A 3" BRASS (D 10' SEWER EASEMENT REC. N0. 9207171283 (TO BE DISK STAMPED "Kc -F-8 1993" IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. RELINQUISHED)IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 NOTE: PRIVATE INTERNAL BOOSTER PUMP WILL BE UTILI?. O ON LOTS 9 INT, AND Wit NAW 88 As REFERENCED TO CITY OF RENTON BENCHMARK NUMBER 2137: FOUND 3" Q 20' EASEMENT FOR INGRESS EGRESS & UTILITIES BY BRASS DISK STAMPED "KC -F -7A 1993" SET IN THE SE CORNER OF THE CONCRETE BASE DEED REC. NO. 9805271362 (TO BE RELINQUISHED) I OF THE TRAFFlC SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF SE 192ND STREET AND 108M AVENUE SE. ELEVATION = 465.10 FEET. (D 10' MIN. WTR/SWR SEPARATION UNLESS OTHERWISE NOTED (TVP.) = ASBUILT DATA SHOWN HEREON WAS PROVIDED BY AXIS SURVEY AND MAPPING, INC. MEASUREMENTS WERE OBTAINED ON 6/10/15 \'! 22' PRIVATE ACCESS & UTILITY EASEMENT AND RIMS OF THE STRUCTURES WERE NOT SET AT THAT TIME. 10 PROVIDE 3' MIN_ CLEARANCE FROM THE PROPOSED STORM CB'S AND SEWER I�lN 11 20' EASEMENT FOR INGRESS EGRESS & UTILITIES BY PROPERTY t� DEED REC. NO. 20120809000865 {TO BE RIGHTS LEGEND RELINQUISHED} Nm ---- - - PROPOSED R/W . EXtSTM R/W, PROPERTY LINE 12 PROPOSED 25' ACCESS AND UTILITY/WATER EASEMENTPROPOSED PROPERTY LINE di I M o bbig Drys Moa You D#S so 25 o so 100 13 16" PRIVATE ACCESS & UTILITY EASEMENT SCALE: in 150' NORIZ. � - � PROPOSED EASEMENT un 1"-10 VERT. EXE EASEMENT G EX. STRUCTURE TO BE REMOVED PROPERTY BOUNDARY IL m zz � o W 4Q a> 60 za aQ z V_ W v o z m 1-1 1 I k ]O V: a a. m .11 I �I � T f E C,! 0 & ..�.. 214 v.r 4 VA #:11 �a C x r_ m a > ,It - i qw o " W > ;�, t i 3 0 0- � Y ..� N ffi > 11Ct J to 0 0 S U� w J Q z Q. � o W 4Q a> 60 za aQ z � o W v o z m 1-1 1 I k ]O V: a a. m .11 I �I � T f E C,! Im m & ..�.. 214 v.r 4 VA #:11 �a C x r_ m a > ,It - i o� o " W > ;�, t i 3 0 0- n '01 a , ..� N ffi > 11Ct J to 0 0 -10 '0 E 00 J Q z Q. R � m ie _ kt... Z 1-1 1 I k ]O V: a a. m .11 I �I ic :z ., Im m z m cn 0 f� ^!" m N ,aCD(-+� k �a C m > ,It �mQ r- W > ;�, t i 3 0 0- n '01 tri o z ffi > a 0 tat g s a '0 E 00 u. 0 0. - 8 3 m 3 0 a •Y t_ �3° ,. w ui W N ,. -= Q � � 6 a v, 2 RASE MAP E-2 SHEET 2 OF 5 LWANWOG C-1 35 . "k �,Z -{ :' � m ie _ kt... Z 1-1 1 I k ]O V: a a. m .11 I �I ic :z ., Im m z m cn 0 f� ^!" m ,aCD(-+� k � D n 0 m ..ak; , o � ... , Ij 1 u 'Izz I" � _ Ikk 0 �r' I k )- I J) z m 9> O D :EZ G1 2 C rb m m D 0 n I�_0 , .� ,, . - � 0 .11 I �I �__ C) ., � M (A ' f� ^!" �z ,aCD(-+� k � .p! O > ,It .1i =C ,, I 0 : 1. a t-" W SII 0 00 D 0 n I�_0 , .� ,, . -