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HomeMy WebLinkAboutzR-3762SetILL z Z U w 00 Of C_ U J (I U) W _/j LL LEGAL DESCRIPTION PAIIDFL A THE EAST 185.35 FEET OF THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DMSION NUMBER 4, ACCORDING TO THE PUT THEREOF, RECORDED N VOLUME 47 OF PUTS, PAGE 74, W KING COUNTY. WASHINGTON; EXCEPT WE WEST 92.675 FEET THEREOF; TOGETHER WITH ME EAST HALF OF LOT 3. BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PUT THEREOF, RECOREDED IN VOLUME 47 OF PUTS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT WE EAST 300 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER ME SOUTH 10 FEET OF ME WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PAIM B ME WEST HALF OF LOT 3. BLOCK 2, NORTHWESTERN GARDEN TRACTS, OMSION NUMBER 4. ACCORDING T ME PUT THEREOF. RECORDED IN VOLUME 47 OF PUTS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT WE WEST 129.52 FEET THEREOF; EXCEPT WE EAST 92.675 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER ME SOUTH 10 FEET OF ME WEST 222.195 FEET OF SAD LOT 3; AND TOGEIIER WITH AN EASEMENT FOR DRIVEWAY OVER THE FISP W FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. MWAIELL O LOT 4, BLOCK 3, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4. ACCORDING TO ME PLAT THEREOF, RECORDED IN VOLUME 47 OF MTS, PAGE 74, N KING COUNTY, WASHINGTON; PAIR. D LOT 5, BLOCK 2. NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO ME MT THEREOF, RECORDED IN VOLUME 47 OF MTS, PAGE 74, N KING COUNTY, WASHINGTON; SURVEY INSTRUMENTATION SURMNG PERFORMED N WNAINCTION WITH THIS MT UTILIZED ME FOLLOWING EQUIPMENT AND PROCEDURES: 10' TOTAL STATION "WANED TO MANUFAC UNWS 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 LINE BETWEEN FOUND MONUMENTS AT THE SOUTHWEST CORNER OF SECTION 33 AND ME WEST 1/16 CORNER COMMON TO SECTIONS W & 4, TOWNSHIP 23 NORTH, ROUGE 5 EAST, W.N., AND SHOWN HEREON AS N 89'40'54• E PER ME PUT OF -NORTHWESTERN GARDEN TRACTS DIVISION NO. 4. VERTICAL DATUM WVD BE AS REFERENCED TO KING COUNTY VERTICAL CONTROL EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS. IF ANY, SET FORM IN OR DEUNEATED ON WE MT OF NORTHWESTERN GARDEN TRACTS, DIVISION NO. 4. NO EASEMENTS OR APPLICABLE RESTRICTIONS NOTED THEREFROM. 2. SUBJECT TO AN EASEMENT FOR ELECTRIC DISTRIBUTION UNE AND ME TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND POTTER AND LDHT COMPANY, AS CONTAINED N INSTRUMENT RECORDED UNDER RECORDING NO. 5226399. ME LOCATION OF SAID EASEMENT IS DEPICTED HEREON TILS EASEMENT IS BIAWET N NATURE AND COVERS PORTIONS OF PARCELS A AND B. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES. AND ME TEAMS AND CONDITIONS THEREOF, AS CONTANED IN NSIRUWENT RECORDED UNDER RECORDING NO. 8011200+92. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 4. S BJECT TO AN EASEMENT FOR ROAD PURPOSES, AND ME TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 8101160238. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 5. SUBJECT TO AN EASEMENT N FAVOR OF PARCEL B'GRANTED BY ADJOINER, FOR WATER LINE PURPOSES, ME RIGHT TO ENTER SAID EASEMENT TO WE REPARS, AND THE RIM TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UIII_FY LINES LOCATED ON PROPERTY DESCRIBED N INSTRUMENT RECORDED UNDER RECORDING NO. 9111210817. ME LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 6. SUBJECT TO THE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR TEMPORARY WATER SERVICE RECORDED UNDER RECORDING NO. 5092754. 7. SUBJECT TO ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 7404250236. B. SUBJECT TO TERMS AND CONDITIONS, IF ANY DONTAIED N KING COUNTY UNRECORDED LOT LINE ADJUSTMENT NO. S91LO119. A COPY OF THIS DOCU EW WAS NOT PROVIDED. 9-22. NOT REPORTED HERON. 23. SUBJECT TO A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR INGRESS AND EGRESS FOR STORM WATER MONITORING PURPOSES AMD WE TERMS AND PROVISIONS TIETEOF GRANTED TO KING COUNTY, AS CONTANED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20051012012418. THIS EASEMENT IS BLANKET IN MATURE AND AFFECTS ME ENTIRETY OF PARCEL D. 24-31. N0T REPORTED HERON. DEVELOPMENT STANDARDS (R-4) W. OENSRY: 4 OU/NET AG 111114 LOT SOL. %ODO SF MN LOT WDRt 70 INFERIOR SE 184TH 80' OWNER LOTS M1 LOT DEPT1t 61F BUILDING SEIBACIM' FRW'.. 30' SDE; 5' SEE STREET: 20' REAR 25' NAL BLDG HEIGHT 30' MAX. BLDG GONER GREATER OF 2,500 SF OR 35% m. IMP. COMER 55% DESIGN SIAIUMOS OF MIC 4-2-115 APPLY SITE DATA PUT MME: RASES PUCE CITY FIE NIGER SITE ADDRESS 18851 & 19003 120TH AVE SE, AND 18842 118TH AVE SE PARCEL NUAMBERR& 619840-0241, -0247, -0280 AND -0780 SITE AEA: 215,445 SF (495 AC) \ AREA 200,981 SF (461 AC) ZOI INQ R-4 (RESOFIRML SNGLE-FAT EXISTING USE: SINGLE FAWY R6ED8ML AND VACANT r EXISTING STRUCTURES: 3 HOUSES, 1 ACCESSORY DWELLING WT, 2 DEDCIm GARAGES PROPOSED USE: 17 -MDF SINGLE FALY RESIDENTIAL SUBOMSION UTILITY PROVIDERS PROPERTY OWNERS PARCELS 619840-0247 AND -0241 JOYCE EAGLESON 18842 118TH AVE SE RENTON, WA 98058 PARCEL 619840-0260 RANDOLPH EAGLESON 18851 120TH AVE SE RENTON, WA 98058 PARCEL 619840-0280 GREG ZEMANEK 19003 120TH AVE SE RENTON, WA 98058 DEVELOPER WFSTPAC DEVELOPMENT, LLC 7448 WEST MERCER WAY MERCER ISLAND, WA 98M0 (206) 619-2992 CONTACT. PETER O'KANE ® CONSULTING ENGINEERS LLC x2400 em Avenue sow, I 0 I ® I salla 205 FeEivii.coml WA BBOp3 www.eamcivil.com b ,pi,wxf,y wne s.wyirq N RW Pu cnAq 1yN4 Wonu Rajcl Yanaq.r,wnt bn<sop MWbclua ESM JOB #1670-003-013 RYLEE'S PLACE CONSTRUCTION PLANS prepared for WESTPAC DEVELOPMENT, LLC 7449 WEST MERCER WAY MERCER ISLAND, WA 98040 PLANNER/ENGINEER /SURVEYOR/LANDSCAPE ESM CIX1 ajam ENGNff m LLC 33400 8M AVE SOUTH. #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: IAM BARIENHAGIEE i, PE LFANNE KUINAN, RU GEOTECH ENGINEER EARTH SOLUTIONS NW, LLC 1805 136TH PUCE NE, #201 BELLEVUE, WA 98005 (425) 284-3300 CONTACT: KYLE CAMPBELL 0 1 FIRST SUBMITTAL NO. prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 ESM JOB NO. 1670-003-013 ESM /28/14 ""1£101 1rAnvt: ,may „ ESM 06/0! 14 NTS W° 18811981 ESM 7/17/14 LOS ESM /+8/14 99NYN CJR 6 IM TME YOI REVISION BY DATE APPR �" VICINITY MAP NOT TO SCALE HEARING EXAMINER'S DECISIONS 1. THE APPLICANT SHALL COMPLY WITH MITIGATION MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CIN. 3. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 4. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UNLITIES 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 APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS. 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, 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 LAND OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL 7. THE APPLICANT SHALL INSTALL ALL NECESSARY STREET NAME SIGNS PRIOR TO FINAL PLAT APPROVAL. S. THE APPLICANT SHALL INSTALL ALL SURVEY MONUMENTS REQUIRED BY RMC 4-7-210(A) PRIOR TO FINAL PLAT APPROVAL. 9. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE ON PROPOSED TRACT 'A' PRIOR TO FINAL PLAT RECORDING. 10. THE EXISTING STRUCTURES TO REMAIN ON LOT 5 SHALL NOT EXCEED THE MAXIMUM ALLOWED BUILDING COVERAGE, OR BUILDINGS MAY BE SUBJECT TO REMOVAL PRIOR TO RECORDING THE PLAT. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH LOT COVERAGE REQUIREMENTS FOR LOT 5 PRIOR TO FINAL PLAT APPROVAL. 11. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN, DEPICTING A 10 -FOOT WIDE ON-SITE LANDSCAPE STRIP FOR ALL LOTS. THE FINAL DETAILED LANDSCAPE SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PLAT RECORDING. 12. THE PRELIMINARY PLAT MAP SHALL BE REVISED TO PROVIDE FOR CORRECT FRONT YARD SETBACKS FOR LOTS 4 AND 6 AS DETAILED AT P. 7 OF THE STAFF REPORT. S 30 C SE 184TH ST ,>5, as am 3 SE 18UM ST gg 3 SE 188TH ST 9 g > Ng z n ISI n i 3 C � in > m m BE 19270 ST I N SE 196M ST' VICINITY MAP NOT TO SCALE HEARING EXAMINER'S DECISIONS 1. THE APPLICANT SHALL COMPLY WITH MITIGATION MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CIN. 3. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 4. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UNLITIES 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 APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS. 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, 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 LAND OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL 7. THE APPLICANT SHALL INSTALL ALL NECESSARY STREET NAME SIGNS PRIOR TO FINAL PLAT APPROVAL. S. THE APPLICANT SHALL INSTALL ALL SURVEY MONUMENTS REQUIRED BY RMC 4-7-210(A) PRIOR TO FINAL PLAT APPROVAL. 9. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE ON PROPOSED TRACT 'A' PRIOR TO FINAL PLAT RECORDING. 10. THE EXISTING STRUCTURES TO REMAIN ON LOT 5 SHALL NOT EXCEED THE MAXIMUM ALLOWED BUILDING COVERAGE, OR BUILDINGS MAY BE SUBJECT TO REMOVAL PRIOR TO RECORDING THE PLAT. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH LOT COVERAGE REQUIREMENTS FOR LOT 5 PRIOR TO FINAL PLAT APPROVAL. 11. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN, DEPICTING A 10 -FOOT WIDE ON-SITE LANDSCAPE STRIP FOR ALL LOTS. THE FINAL DETAILED LANDSCAPE SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PLAT RECORDING. 12. THE PRELIMINARY PLAT MAP SHALL BE REVISED TO PROVIDE FOR CORRECT FRONT YARD SETBACKS FOR LOTS 4 AND 6 AS DETAILED AT P. 7 OF THE STAFF REPORT. SHEET INDEX a y SHEET NO. DRAWING NO. DESCRIPTION z 1 COV -01 COVER SHEET a D 2 LG -01 LEGEND m f 46 a z n 3 EX -01 EXISTING CONDITIONS = Q 4 RW -01 HORIZONTAL CONTROL = w71(JW, 5 GR -01 GRADING & T.E.S.C. PLAN I N 6 GR -02 GRADING & T.E.S.C. NOTES I N 7 GR -03 GRADING & T.E.S.C. DETAILS ti 8 KEY -SD STORM DRAIN KEY MAP & COMPOSITE UTILITY PLAN 9 - 12 RD -01 - RD -04 ROAD AND STORM PLAN AND PROFILE 13 PN -01 POND A PLAN, CROSS SECTIONS & DETAILS 14 PN -02 POND A CROSS SECTIONS & DETAILS 15 DT -01 ROAD CROSS SECTION & DETAILS 16 - 17 LA -01 - LA -02 LANDSCAPE PLANS, DETAILS & NOTES 18 - 21 IL-1 - IL-4 ILLUMINATION PLANS CHECKED FOR MPUANCE TO CITY STANDARDS I r R=3762010 o D Ii`v Z J z T A CITY OF .I RENTON Planning/Building/Public Works Dept. CD _j-- 37(,-201 RYLEE'S PLACE os/Ts/zoT COVER SHEET COV -0 S 30 C as am 3 m 0 Z 9 g 0 Gi z n n i C SHEET INDEX a y SHEET NO. DRAWING NO. DESCRIPTION z 1 COV -01 COVER SHEET a D 2 LG -01 LEGEND m f 46 a z n 3 EX -01 EXISTING CONDITIONS = Q 4 RW -01 HORIZONTAL CONTROL = w71(JW, 5 GR -01 GRADING & T.E.S.C. PLAN I N 6 GR -02 GRADING & T.E.S.C. NOTES I N 7 GR -03 GRADING & T.E.S.C. DETAILS ti 8 KEY -SD STORM DRAIN KEY MAP & COMPOSITE UTILITY PLAN 9 - 12 RD -01 - RD -04 ROAD AND STORM PLAN AND PROFILE 13 PN -01 POND A PLAN, CROSS SECTIONS & DETAILS 14 PN -02 POND A CROSS SECTIONS & DETAILS 15 DT -01 ROAD CROSS SECTION & DETAILS 16 - 17 LA -01 - LA -02 LANDSCAPE PLANS, DETAILS & NOTES 18 - 21 IL-1 - IL-4 ILLUMINATION PLANS CHECKED FOR MPUANCE TO CITY STANDARDS I r R=3762010 o D Ii`v Z J z T A CITY OF .I RENTON Planning/Building/Public Works Dept. CD _j-- 37(,-201 RYLEE'S PLACE os/Ts/zoT COVER SHEET COV -0 S as 0 m Z 9 g Gi z Sn C o = m m a I SHEET INDEX a y SHEET NO. DRAWING NO. DESCRIPTION z 1 COV -01 COVER SHEET a D 2 LG -01 LEGEND m f 46 a z n 3 EX -01 EXISTING CONDITIONS = Q 4 RW -01 HORIZONTAL CONTROL = w71(JW, 5 GR -01 GRADING & T.E.S.C. PLAN I N 6 GR -02 GRADING & T.E.S.C. NOTES I N 7 GR -03 GRADING & T.E.S.C. DETAILS ti 8 KEY -SD STORM DRAIN KEY MAP & COMPOSITE UTILITY PLAN 9 - 12 RD -01 - RD -04 ROAD AND STORM PLAN AND PROFILE 13 PN -01 POND A PLAN, CROSS SECTIONS & DETAILS 14 PN -02 POND A CROSS SECTIONS & DETAILS 15 DT -01 ROAD CROSS SECTION & DETAILS 16 - 17 LA -01 - LA -02 LANDSCAPE PLANS, DETAILS & NOTES 18 - 21 IL-1 - IL-4 ILLUMINATION PLANS CHECKED FOR MPUANCE TO CITY STANDARDS I r R=3762010 o D Ii`v Z J z T A CITY OF .I RENTON Planning/Building/Public Works Dept. CD _j-- 37(,-201 RYLEE'S PLACE os/Ts/zoT COVER SHEET COV -0 LEGEND EXISTING PROPOSED ABBREVIATIONS ROADWAY EXISTING FEATURES ROADWAY CENTERLINE O WETLAND FLAG POWER POLE W DROP LINE & LIGHT AVE AVENUE / ID INSIDE DIAMETER PROPERTY / LOT LINE il!I BIKE RACK POWER POLE W DROP LINE, LIGHT & TRANSFORMER AC ASBESTOS CEMENT PIPE / IE INVERT ELEVATION RIGHT-OF-WAY� BOUNDARY LINE J DEBRIS PILE POWER POLE W/DROP LINE & TRANSFORMER ADJ ADJACENT IN INCHES EASEMENT LINE - FIRE PR POWER POLE W/LIGHT ALUM ALUMINUM L LENGTH - - - - - - - - - - - - � BUILDING SETBACK LINE ----------------- ------------------------ BOLLARD POWER POLE W/LIGHT & TRANSFORMER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS ROLLED CURB AND GUTTER - - - - u HORSE SHOE PR -o- POWER POLE AP ANGLE POINT LF LINEAL FEET VERTICAL CURB AND GUTTER o MAILBOX .Q. POWER POLE W/TRANSFORMER ASPH ASPHALT MAX MAXIMUM CONTOUR (MINOR) CONTOUR (MAJOR) ---ego- - - -- e2 -- M MILE POST MARKER 0 PAD MOUNTED TRANSFORMER ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE FOOTING DRAIN FLOWPATH SOIL LOG L❑ POWER VAULT/MANHOLE ,aBF BLIND FLANGE MIN MINIMUM SPOT ELEVATION Xe^-� ��•`'A -Ir SIGN �' SIGNAL CONTROL BOX I 1 � SEPTIC DISTRIBUTION BOX [I]SIGNAL JUNCTION BOX BLDG BUILDING MJ MECHANICAL JOINT TOP/TOE OF SLOPE J ------ _-------- L.+--------- -------1-. BLK BLOCK MISC MISCELLANEOUS CONCRETE SIDEWALK:s:;a—::' 0 C SANITARY SEWER SNB MARKER POST �5, TRAFFIC PEDESTRIAN POLE CONCRETE BLOCK WALL 5V0 SEPTIC VENT G-� TRAFFIC SIGNAL POLE BO BLOW OFF N NORTH ROCKERY F� STORM PIPE INLET/OUTLET GS.�7- TRAFFIC SIGNAL POLE W/LIGHT BOW/BW BOTTOM OF WALL NO NUMBER BARRICADE @ STORM DRAIN SNB MARKER POST G FIBER OPTIC MANHOLE BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE BOLLARDS • BW BACK OF WALK Oc ON CENTER m ROOF DRAIN � FIBER OPTIC 5N8 MARKER POST MAILBOX o CTR CENTER U)0 CATCH BASIN TF TELEPHONE GUY ANCHOR OD OUTSIDE DIAMETER DOWNSPOUTS o O C8 CATCH BASIN CABLE MARKER POST T-4 TELEPHONE ANCHOR POLE OHW ORDINARY HIGH WATER STORM DRAINAGE © N Cl CAST IRON pl POINT OF INTERSECTION CATCH BASIN TYPE 1 W/GRATE ® © CABLE N RISER Lx] TELEPHONE JUNCTION BOX (UG) CL/Q CENTERLINE PP POWER POLE CATCH BASIN TYPE 1 W/SOLID LID ® D, SATELLITE DISH O TELEPHONE MANHOLE CATCH BASIN TYPE 2 W/GRATE ® CLR CLEAR P'VI POINT OF VERTICAL. INTERSECTION CATCH BASIN TYPE 2 W/SOLID LID �i 'l LUMINAIRE W/ARM Q TELEPHONE SNB MARKER POST CMP CORRUGATED METAL PIPE PE POLYETHYLENE STORM DRAIN MANHOLE Q i} LUMINAIREO TELEPHONE POLE CO CLEANOUT BEEHIVE MANHOLE ® PERF PERFORATED -3j- LANDSCAPE LIGHT n TELEPHONE RISER CONC CONCRETE PVC POLYVINYL CHLORIDE YARD DRAIN (ROUND LID) e -- YARD LIGHT (UNDER 10' TALL) b' FIRE DEPT CONNECTION C CONDUIT PVL1T PAVEMENT YARD DRAIN a © GAS SNB MARKER POST HOSE BIB CONN CONNECTION STORM DRAIN CLEAN-OUT 0 'co m GAS VALVE [R] IRRIGATION CONTROL VALVE POINT OF VERTICAL TANGENCY STORM DRAIN PIPE o CONTR CONTRACTOR PC pC POINT OF CURVATURE oco OIL FILLER CAP WATER MANHOLE CONT CONTINUED ROOF DRAIN FT POINT OF TANGENCY SD SERVICE 6" CPEP WITH PG- GUY ANCHOR WATER SNB MARKER POST I mCY CUBIC YARDS QTY QUANTITY u CL CLASS RET RETAINING INVERT END C PIPE P-3GUY POLE ® MONITORING WELL PIV SANITARY SEWER o POWER GRATE 0 POST INDICATOR VALVE V CF CUBIC FEET RR RAILROAD SANITARY SEWER MANHOLE 0 OO EF1 ELECTRICAL JUNCTION PULL/BOX c SPRINKLER HEAD CFS CUBIC FEET PER SECOND R RADIUS SANITARY SEWER CLEANOUT O otos O a ELECTRICAL STUB MARKER POST D"I WATER VAULT DC DEGREE OF CURVATURE RED REDUCER SANITARY SEWER GRAVITY ® ELECTRICAL METER WATER WELL DI DUCTILE IRON REINF REINFORCED SANITARY SEWER FORCE MAIN c GAS GUARD RAIL DIA/0 DIAMETER REQ REQUIRED oa OIL - ❑ FENCE, BOARD DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY SANITARY SEWER CAP E v POWER (BURIED) >< FENCE, BARB -WIRE DIM DIMENSION S SOUTH SANITARY SEWER PIPE - — — — - - a - - POWER (AERIAL) O FENCE, CHAIN-LINK DINGS DRAWINGS SCH SCHEDULE SANITARY SEWER FORCE MAIN ro FIBER OPTICS * FENCE, ELECTRIC D DRAIN SD STORM DRAIN T TELEPHONE (BURIED) <> FENCE HOG WIRE EDP EDGE OF PAVEMENT SF SQUARE FEET 6" DIA DOUBLE SANITARY SIDE SEWER - � - - T - - TELEPHONE (AERIAL) - FENCE, SPLIT RAIL E EASTSHT SHEET c N CABLE (BURIED) X FENCE, WIRE • ELEV ELEVATION SPECS SPECIFICATIONS 6' DIA SINGLE SANITARY SIDE SEWER - - c - - N CABLE (AERIAL) o FENCE WROUGHT IRON EL ELEVATION SQ SQUARE -- CREEK OR STREAM CENTERLINE RAILROAD TRACKS ELEC ELECTRICAL SS SANITARY SEWER FIRE HYDRANT (3 PORT)-�- ♦ '� EVC END VERTICAL CURVE STA STATION GATE VALVE IM TQ I I WETLAND WITH BUFFER STREAM WITH BUFFER EXIST EXISTING SN STANDARD BUTTERFLY VALVE e^+ 04 — — FDC FIRE DEPARTMENT CONNECTION Tc TOP OF CURB v CONCRETE BLOCKING `iFIG FINISH GRADE TEL TELEPHONE WATER CAP �, © T.E.S.C.P. SURVEY EXISTING PROPOSED FIG FIGURE THIRD THREADED DOMESTIC / IRRIGATION METER c-1 0 — — — — CLEARING LIMITS ® PROPOSED MONUMENT IN CASE TRAFFIC FIN FINISHED THRU THROUGH STRAIGHT/RIGHT TURN ARROW 1" A BLOWOFF ASSEMBLY FILTER FABRIC FENCE B FOUND MONUMENT IN CASE STRAIGHT/RIGHT TURN ARROW Q 4 FL/rL FLOWLINE TOW/TW TOP OF WALL AIR -VAC ASSEMBLY 5 CUTOFF SWALE ®OM PROPOSED MONUMENT (AS DEFINED) LEFT/RIGHT TURN ARROW M�*� Hwy.► FL FLANGE TYP TYPICAL REDUCER v •� INTERCEPTOR DITCH ®OM FOUND MONUMENT (AS DEFINED) STRAIGHT/LEFT/RIGHT TURN ARROW T T FT FEET VERT VERTICAL DETECTOR CHECK VALVEL Z LEFT TURN ARROW h FM FORCE MAIN WWEST CROSS { fit,--o---o-- ROCK E. FENCE CHECK DAM A DELTA RIGHT TURN ARROW f � GA GAUGE W/ WITH ¢ +� ROCK STRAIGHT ARROW 1 T TEE 7- 111 ® SEDIMENT FILTER (R) RADIAL BEARING < > HANDICAP PARKING t& b GALV GALVANIZED W/O WITHOUT 90• BEND STRAW BALE (NR) NON-RADLAL BEARING BIKE LANE coo GI GALVANIZED IRON WSS WATER SAMPLING STATION WATER PIPE - }TRAFFIC SIGN _ GV GATE VALVE GRAVEL CONE L ARC LENGTH i INFORMATION SIGN TCHECKED FOR COMPLIANCE TO CITY STANDARDS �LTr ® RIP RAP PAD STREET LIGHT �i �F / 9•Z�{. Zai CONSTRUCTION ENTRANCE R=376202 CONSULTING ENGINEERS LLC t AZA, 0 FIRST SUBMITTAL ESM Pi w°vEvrn: scut 4E1(°W: AIIlA tem am WARNING: ® Sul, a"°"°•so°I° `` °�°" """°"'°°' CITY OF RYLEES PLACE a6/1a/zo1 S°II°2°5 I ® I ®I rr I " 1 SECOND SUBMITTAL ESM NTS �'�g � /1 THE UTILITY LOCATIONS SHOWN °°°'°""°Y'"a as°' np z THIRD suBMITTAL ESM R RENTON LEGENDwww.eamcivii.com .. ,.�N�- IIS 3 MYLAR SUBMITTAL ESM °R°°"'ARE APPROXIMATE ONLY. DEPTH F1,11. WO t" I a: „, I �� a" �� ,A"°°° a� DATUM°A�UNKNOWN. CALL 1-800-424-5555. C' ° .I INXE I� Planning/Building/Public Works Deft.LG-01 ESM JOB #1670-003-013 A�YAL ETA' NO. REVISION BY APPR 2 621 CD•. 'R371o'a-oZ c2 N L a I I I ( o mo m I� D as I I I N N I I I� I I I ( o mo m � oo D as � m a o C z s a ' � � z § .0 C3 m0 . m Z ' v • TD z m z q> Y/ m 9 6 � N I I I I I ( (T S O as m a o C < Z v • _ �m Y/ w W I I z U I U ~ J I w O a m 0_ D N 89'40'54" E 1321.71' W OF BEARING) LU 5 4 - -- -- _ J - -- -- a -- -- -- C 1 1/2" ALUMINUM DISK WITH PUNCH IN CONCRETE MONUMENT SET IN CASE CITY OF RENTON SURVEY MONUMENT #1868 AT THE INTERSECTION OF SE 184TH ST AND 6198400221 116TH AVE SE. DAVID CHRISTMAN 5' - % SHED .� GRA ACCESS EASEMENT RECORDING NO. 7404250238 WATER EASEMENT RECORDING NO. 6 9111210817 /I . -1 6198400243 9 PARCEL B DENNIS GLOSTER HOUSE � O 6198400066 DENISE KELLY I i RECORDING NO I 8101180238 o < < I 21 a 22 o W A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6198400222 6198400200 DAVID CHRISTMAN GORDON EXISTING LDING/STRBUIOOUICURORK 19'43'50"_N 199_S�i�y TO BE DEMOLISHED GARAGE OUSE io• RECORDING NO,,,',,13'Lf7lo 801120019: ' ARCEL A//A �a _ / ! • -i ri 12" 14 34 131\� - _ ----- ----- T w 6198400245 RON & ANABELLA NICHOLSON LU O 6198400245 Z RON & ANABELLA NICHOLSON CHAIN LINK FENCE F W EXISTING BUILDING/STRUCURE TO BE DEMOLISHED 6198400242 II NATHAN RIDER o PATIO 6' HIGH VINYL FENCE 73' SHED GARAGE I\ 14- �Ev4 `•.- ® 1 I70 .GRA55,C 503OR II (V / -100 I '.13 13 e % ``/ - '. �� �{ y- \.'1111 QS r GRASS IWC -5 W O rn BOARD FENCE $; 't�./ 12 1 _ _ .'� '- IE 4' _j DO - , "' ' \; / PVC_ O O N Do w \ 13 `` _ �U ✓ U OS J -r 5 , +N 89'53'56^ _629.66-�^_y_ _ _8•. 16 6' PLASTIC O oM T \� \ EXISTING LOT LINE INE- 0- (n S t'rY 545U1��-� Ljj�' 2 11". 24" ,. 18". 20 11" I OJF �_r 6 - o 52"0 / I D X60" I 32- 7'.4 - PARCEL / n I 7A6T B( / ® \ �.7i 6 % 6-/ 6� O� \/T• ( GRASS \ V - 6- ()1.74,! \ ® \ MO / 12" X10" m 11" \ / O 7- 13' JESSIE EN HOME (I 17•, g• OWNERS A OCIATION \ � 7("� � 4„/' \ O `� Y / i0 6" 3-V.J3- ` //`� \ C QJT S \ I TOY ®/ O ��C� A -B A-7 AA -6 A-5 2 \ G� • 13". 8"��� z 10-9 N 89'5859" W 629.89' `O GRAVEL\ � �I Z I . 1 6198400300 DHILLON SIMRIT REFERENCES BASIS OF BEARINGS 1) PIAT OF "NORTHWESTERN GARDEN TRACTS DIVISION NO. 4" RECORDED IN VOLUME 47 OF PLATS, LINE BETWEEN FOUND MONUMENTS AT THE SOUTHWEST CORNER OF SECTION 33 AND THE PAGES 74, KING COUNTY RECORDS. WEST 1/16 CORNER COMMON TO SECTIONS 33 & 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AND SHOWN HEREON AS N 89'40'54" E PER THE PLAT OF "NORTHWESTERN 2) RECORD OF SURVEY RECORDED IN BOOK 62 OF SURVEYS, PAGE 157, RECORDS OF KING COUNTY, GARDEN TRACTS DIASION NO. 4". WASHINGTON. 3) RECORD OF SURVEY RECORDED IN BOOK 129 OF SURVEYS, PAGES 125, KING COUNTY RECORDS. VERTICAL DATUM I 4) RECORD OF SURVEY RECORDED IN BOOK 174 OF SURVEYS, PAGES 291, KING COUNTY RECORDS. NAVD 88 AS REFERENCED TO KING COUNTY VERTICAL CONTROL 5) PLAT OF "JESSIE GLEN" RECORDED IN VOLUME 241 OF PLATS, PAGES 008 THROUGH 012, KING 4' H COUNTY RECORDS HORIZONTAL DATUM WIRE WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD 83/91, BASED ON TIES TO KING SDCB SURVEY INSTRUMENTATION COUNTY PUBLISHED CONTROL. RIM=504.58 E =5 S.E. 188TH ST. CPP -499.52 SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE IE 12" FOLLOWING EQUIPMENT AND PROCEDURES: roo�woo c1 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. '��������-------- 1` m m 12' 12" NC=501.83 MID N I' I IE 12" � COC N =502.74 y - CHANNEL -491.89 I I 8 I n LEGEND ao m 32 33- + D N 89'40'54" E 1321.71' (BASIS OF BEARING) £ 5 4 - -- -- _ -- - -- -- a -- -- -- C FOUND MONUMENT IN CASE, 4" BY 4" am 3 m 3 07 CONIFER CONCRETE WITH PIN. ® STORM DRAIN CATCH BASIN m n 00 STORM DRAIN MANHOLE CITY OF RENTON SURVEY MONUMENT CLUSTER R, T m ROOF DRAIN iY #1873 AT THE INTERSECTION OF SE 192ND o GAS METER E+(r GIp 0 FIRST SUBMITTAL Sr AND 116TH AVE SE. ® CONSULTING ENGINEERS LLC SPRUCE iJn ® ELECTRICAL METER 3�8t Avenue Boum I _i' POWER POLE W/LIGHT zZ 1 SECOND SUBMITTAL 0- POWER POLE O TELEPHONE POLE FeEeml Way. WA WW3 SCALE: 1 " = 40' 6 2 THIRD SUBMITTAL FENCE, BOARD em�0d1i a os+ln www.esmcivil.com `'' ; m T HOSE BIB O 3 MYLAR SUBMITTAL FENCE, CHAIN-LINK 40 20 O 40 80 ® WATER MANHOLE --][-- ,' FENCE, BOARD CONTOUR INTERVAL = 1' IE WATER METER G GAS m WATER VALVE T TELEPHONE, BURIED a SET HUB & TACK - - O ALTA - - TELEPHONE, OVERHEAD + SET PK NAIL ESM JOB #1670-003-013 WATER NO. REVISION c 1` m m 12' 12" NC=501.83 MID N I' I IE 12" � COC N =502.74 y - CHANNEL -491.89 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS, UNDERGROUND UTILITY LOCATES AND VISIBLE FIELD EVIDENCE. WE ASSUME NO UABILTTY FOR THE ACCURACY OF THE PUBLIC RECORDS. 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 COMPANY PLAT CERTIFICATE NO. 1369795, DATED AUGUST 12, 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. 3. KING COUNTY PARCEL NOS. 619840-0241-00, 619840-0247-04, 619840-0260-06, 619840-0280-02 EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF NORTHWESTERN GARDEN TRACTS. DTASION NO. 4. NO EASEMENTS OR APPLICABLE RESTRICTIONS NOTED THEREFROM. 2. SUBJECT TO AN EASEMENT FOR ELECTRIC DISTRIBUTION LINE AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5226399. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON THIS EASEMENT IS BLANKET IN NATURE AND COVERS PORTIONS OF PARCELS A AND B. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8011200192. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 4. SUBJECT TO AN EASEMENT FOR ROAD PURPOSES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8101160238. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 5. SUBJECT TO AN EASEMENT IN FAVOR OF PARCEL B. GRANTED BY ADJOINER, FOR WATER LINE PURPOSES, THE RIGHT TO ENTER SAID EASEMENT TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9111210817. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 6. SUBJECT TO THE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR TEMPORARY WATER SERVICE RECORDED UNDER RECORDING NO. 5092754. 7. SUBJECT TO ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 7404250236. 8. SUBJECT TO TERMS AND CONDMONS, IF ANY CONTAINED IN KING COUNTY UNRECORDED LOT LINE ADJUSTMENT NO. S911_0119. A COPY OF THIS DOCUMENT WAS NOT PROVIDED. 9-22. NOT REPORTED HEREIN. 23. SUBJECT TO A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR INGRESS AND EGRESS FOR STORM WATER MONITORING PURPOSES AND THE TERMS AND PROVISIONS THEREOF GRANTED TO KING COUNTY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20051012002418. THIS EASEMENT IS BLANKET IN NATURE AND AFFECTS THE ENTIRETY OF PARCEL D. 24-31. NOT REPORTED HEREIN. LEGAL DESCRIPTION PARCEL A THE EAST 185.35 FEET OF THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 92.675 FEET THEREOF; TOGETHER WITH THE EAST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECOREDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 300 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PARCEL B THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING T THE PIAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 129.52 FEET THEREOF; EXCEPT THE EAST 92.675 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PARCEL C LOT 4, BLOCK 3, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; PARCEL D LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; I tilt'IE 12" CONC=502.14 TRACT D FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH BRASSR=376203 DISC WITH PUNCH. AT THE INTERSECTION OF 120TH AVE SE AND SE 192ND ST. ESM 2wxravEo: saw CHECKED FOR COMPLIANCE TO CITY STANDARDS 03/ 6/14 ivn , / RYLEE'S PLACE 08/18/201 °�°" "°'� '°" CITY OF ESM)6/05/14 °Esv,Eo: 1 "=40' &'� rmamL ESM 7/17/14 LGB RENTON P� ESM /18"4 CJR DATUM EXISTING CONDITIONS axl q CNEp�P •*wu sruE Planning/Building/Public Works Dept. EX -O 1 1E NOT ONE IINyI BY DATE APPR 3 x.21 cam; R 37a7o3 C Z N 0 8 I n LEGEND ao m a 0 D WETLAND FLAGGING G Q DECIDUOUS £ APPARENT TEST PIT LOCATIONS a ' DOUGLAS FIR a ® SANITARY SEWER MANHOLE C n N am 3 m 3 07 CONIFER ITT ® STORM DRAIN CATCH BASIN m n 00 STORM DRAIN MANHOLE CLUSTER m ROOF DRAIN iY HOLLY o GAS METER O MAPLE m GAS VALVE y SPRUCE ® ELECTRICAL METER _i' POWER POLE W/LIGHT 0- POWER POLE O TELEPHONE POLE SCALE: 1 " = 40' Q FIRE HYDRANT p FENCE, BOARD T HOSE BIB O FENCE, CHAIN-LINK 40 20 O 40 80 ® WATER MANHOLE --][-- FENCE, BOARD CONTOUR INTERVAL = 1' IE WATER METER G GAS m WATER VALVE T TELEPHONE, BURIED a SET HUB & TACK - - T - - TELEPHONE, OVERHEAD + SET PK NAIL w WATER NOTES 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS, UNDERGROUND UTILITY LOCATES AND VISIBLE FIELD EVIDENCE. WE ASSUME NO UABILTTY FOR THE ACCURACY OF THE PUBLIC RECORDS. 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 COMPANY PLAT CERTIFICATE NO. 1369795, DATED AUGUST 12, 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. 3. KING COUNTY PARCEL NOS. 619840-0241-00, 619840-0247-04, 619840-0260-06, 619840-0280-02 EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF NORTHWESTERN GARDEN TRACTS. DTASION NO. 4. NO EASEMENTS OR APPLICABLE RESTRICTIONS NOTED THEREFROM. 2. SUBJECT TO AN EASEMENT FOR ELECTRIC DISTRIBUTION LINE AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5226399. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON THIS EASEMENT IS BLANKET IN NATURE AND COVERS PORTIONS OF PARCELS A AND B. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8011200192. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 4. SUBJECT TO AN EASEMENT FOR ROAD PURPOSES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8101160238. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 5. SUBJECT TO AN EASEMENT IN FAVOR OF PARCEL B. GRANTED BY ADJOINER, FOR WATER LINE PURPOSES, THE RIGHT TO ENTER SAID EASEMENT TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9111210817. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 6. SUBJECT TO THE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR TEMPORARY WATER SERVICE RECORDED UNDER RECORDING NO. 5092754. 7. SUBJECT TO ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 7404250236. 8. SUBJECT TO TERMS AND CONDMONS, IF ANY CONTAINED IN KING COUNTY UNRECORDED LOT LINE ADJUSTMENT NO. S911_0119. A COPY OF THIS DOCUMENT WAS NOT PROVIDED. 9-22. NOT REPORTED HEREIN. 23. SUBJECT TO A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR INGRESS AND EGRESS FOR STORM WATER MONITORING PURPOSES AND THE TERMS AND PROVISIONS THEREOF GRANTED TO KING COUNTY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20051012002418. THIS EASEMENT IS BLANKET IN NATURE AND AFFECTS THE ENTIRETY OF PARCEL D. 24-31. NOT REPORTED HEREIN. LEGAL DESCRIPTION PARCEL A THE EAST 185.35 FEET OF THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 92.675 FEET THEREOF; TOGETHER WITH THE EAST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECOREDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 300 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PARCEL B THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING T THE PIAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 129.52 FEET THEREOF; EXCEPT THE EAST 92.675 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PARCEL C LOT 4, BLOCK 3, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; PARCEL D LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; I tilt'IE 12" CONC=502.14 TRACT D FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH BRASSR=376203 DISC WITH PUNCH. AT THE INTERSECTION OF 120TH AVE SE AND SE 192ND ST. ESM 2wxravEo: saw CHECKED FOR COMPLIANCE TO CITY STANDARDS 03/ 6/14 ivn , / RYLEE'S PLACE 08/18/201 °�°" "°'� '°" CITY OF ESM)6/05/14 °Esv,Eo: 1 "=40' &'� rmamL ESM 7/17/14 LGB RENTON P� ESM /18"4 CJR DATUM EXISTING CONDITIONS axl q CNEp�P •*wu sruE Planning/Building/Public Works Dept. EX -O 1 1E NOT ONE IINyI BY DATE APPR 3 x.21 cam; R 37a7o3 C Z N 0 8 I n m J ao m a 0 D E < F rr G � m z £ 0= f 1 r N 0 8 I I J ao m a 0 D E < F rr G � m z £ 0= a ' ,Z a m a C n N am 3 m 3 07 .z ITT o m n n N 0 8 I < J m l o a E < F rr a y S oTn� wPo> t Z n ' m a � n N a N I � n 8 C3 m 0o o D N Y m t Z m � EASEMENT )RIDING NO. 404250238 I 6198400066 DENISE KELLY 21 w V z Nozz O J TWO' 22o°a MN':2W W Z N o L� LU �Y J d OCDN00 w Faa W I, �1 F O J O ."N1 d w N 0 i 0 z TRACT B JESSIE GLEN HOME OWNERS ASSOCIATION DAVID CHRISTMAN 5- -w. --j WATER EASEMENT RECORDING NO. 9111210817 6198400243 DENNIS GLOSTER A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA —+N 89'3347" W 1317.47' (MEAS & R1) GORDON AND LOIS YORK N 89'43'50" W 199.58' 79' 120' I 0 6 ^ I 5 o 6198400245 PARCEL B I RON & ANABELLA NICHOLSON W 22' PUBUC SHARED 120' ACCESS EASEMENT / 4 ACCESS EASEMENT O RECORDING NO. z 6198400245 ACCESS EASEMENT 70' ^ RON & ANABELLA NICHOLSON RECORDING N0. (TO BE 0192 8101180238 — — — TO IN � � PRIOR TO FINAL PLAT) N 89'48'53" W 130.03' N 8 125' 5' — — — — 97' 1p, 44' 70' 10' 0 40- 82' 15' A 7 1 22' PUBLIC SHARED ACCESS EASEMENT 0 ^ 0 ^ 10' PUBUC WATER 3 2 EASEMENT O O N V, R-30.00 ti 9 I ' `'9' — — — o I w ♦� 47'_ 23' 1I1\ O yOj 0 11+00 141' z I — S 89'58'59' E 170.02' / �0 10+0o ROAD A 10 �o `` 22' 70 ----�o; --T 5s 20' PUBLIC SHARED 10 UTILITY ACCESS EASEMENT EASEMENT, (TYP.) M 118' 138-7- 11 140' CONSULTING 33LOO BM Ave .e �M G N E E R G L� Ly C Sana 2M FMB,el way. www.esmciv,I.mm caa ErW.� Lem wn.Nm Lane nannup ft.wo.k. � R,oHa1 wwo«,.nt � euneeaaa. ,ecnxanun ESM JOB #1670-003-013 12 13 0 ^ 70' BASIS OF BEARINGS N 89'40'54_' E 1321.71' (MEAS & R1) IL .. ® 0FIRST SU BMDTAL 1 SECOND SUBMRT 2 THIRD SUBMITTAL 3 my -AR SUBMITTAL NO. I REVISION 14 1 70' N 89'58'59" W 629. 6198400300 DHILLON SIMRIT 1 6198400242 NATHAN RIDER W 299.73' ool ^ 186' TRACT A (STORM DRAINAGE) I N I� N M "1 10' UTILITY + EASEMENT, (TYP.) N .1=8'57'33' 4 r R=25.00' R=200.00' a L=31.27 +j9 ♦ ILL 5_ 90' m 35' --- I a !/J 66, 5 — 13+00 14+00 ;12+00 $1018'E SE 144.07'jwlW Q 100.75 PC: 13+02.05 a a 2 PT: 12+01.30 o -��� 2• 28---gg'---� to - -s 28' R=25.00' z n=57'33` 0'R=200.0 L=31.z 15 70' ESM 03/28/14 ESM 06 05 14 � ESM 07/17/14 LG$ ESM 08/18/14 CJR z CIIFQIFD 31111111 16 70' I I °D 17 I � I I� I N 140' n n SCALE: 1" = 40' 40 20 0 40 80 CONTOUR INTERVAL =1' REFERENCES R1) PLAT OF -JESSIE GLEN RECORDED IN VOLUME 241 OF PLATS, PAGES 008 THROUGH 012, KING COUNTY RECORDS LEGEND ® FOUND MONUMENT AS DESCRIBED IS STANDARD MONUMENT TO BE SET (MEAS) ESM MEASURED DISTANCE AND BEARING a CHECKED FOR COMPLIANCE TO CIN STANDARDS ^ R-316204 1E M1G NTS "�°w'"°°' a6 CITY OF RYLEE'S PLACE 08/18/201 REWByI(: REN TON I HORIZONTAL CONTROL a DATUM HORIZONTAL CONTROL /.T NLL FVIE Planning/Building/Public Works Dept. F XOF C!E Iigl scNe .rxlmxixr sFn: 4 oF:21 CDr 12-3?(->Otf T 8 O nom no z In W 'm N m p i 9 Z 00 0 T 8 O nom no D In N p i 9 Z 21 zD . 0 Ld J U_ 296 LF, 8"0 S' W/ CLEANOUTS EVERY 100' 0 S=0.50% JESSIE GLEN HOME OWNERS ASSOCIATION 2:1 MAX., (TYP.) 6198400221 DAVID CHRISTMAN 5' WATER EASEMENT RECORDING NO. 9111210817 6198400243 DENNIS GLOSTER 10' ACCESS EASEMENT RECORDING NO. 8101160238 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6198400222 DAVID CHRISTMAN 6198400200 GORDON AND LOIS YORK mum 5 6198400245 6 PAD = 512.00 RON & ANABELLA NICHOLSON PAD=511.60 1 0 0 INTERSECTION SIGHT TRIANGLE o t ' 511.48 � 6198400242 _ IEN .._._ _ t� 6198400245 NATHAN RIDER PAD=511.30 RON & ANABELLA NICHOLSON EXISTING 60' R/W - -- - - CLEARING LIMITS ------------ 7 ROCK CHECK DAM PER DETAIL PAD=510.40 ON SHEET GR -03, (TYP.) - �TRACT A-- 8 510.42 (STORM DRAINAGE) PAD=510.60507.70 (TEMP. = PERM.) 1 10 PUBLIC WATER"" ' 1 ---`- __ • ' 4 I j EASEMENT / : 3 2 PAD=510.00` x. i 12' �_ v PAD=508.80 PAD=508.90 -- -.�,. ' ` ( w . , 508.84 � � ---- 1 SDCO (TYP) �0' UTILITY r 9 ' - EASEMENT _, N W ----- PAD = 510.50 � .�.,. l O � STA. 10+00.00, 31.50' LT. -------------------- --- CV CENTER OF CUL-DE-SAC J dillr ELEV.=509.68 �ED p�E►NT IAL ac 1 S47 M►TcEssi '• ROW . ... . ..... ...... . . CONSTRUCTION ENTRANCE -- ------------ ------ PER STD DETAIL 215.10 • .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - N_-__ - •� 10 �`'�` ON SHEET GR -03 PAD=510.40 CATCH BASIN FILTER (TYP) _ - TOP=506.91--� PER STD PLAN 216.30 ON o TOE=505.91 SHEET GR -03 1 7 16 12 13 14 15 PAD=510.40 TOP=509.00 PAD=509.20 PAD=508.70 PAD=509.40 PAD=510.40 PAD=510.10 j TOE=506.05 I 11 " TOP=509.58 • PROPOSED BLOCK WALL = TOE=506.58 $ WITH WALL DRAIN TOP=509.00 M r- TOE=506.29 . ClI STOP=509.65 TOE=506.65 g �I N:160493.59 E:1306183.24 IE=505.04 8"0 SD DAYLIGHT � CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EX. SWALE INLET PRIOR TO CONSTRUCTION 5' EXISTING DRAINAGE EASEMENT it fil d12 Waldnp Days Blore You Dip 811 USI.. lM,d.,ra.,d L;Iom C~ co,MrM,oR,wN 6198400300 DHILLON SIMRIT EXISTING SWALE -TOP 509.77 \ TOE= 506.77 S PRE RVE AND PROTECT EXIS11IING YARD DRAIN. CONSULTING ENGINEERS i i #1 334W 9!h Avenue Sown i i 30' ACCESS EASEMENT CHANGE Suite 206 RECORDING N0. �-- FIELD Federal Way, WA 99003 7404250236 I � W I I Q Z U 6198400066 I EMERGENCY SPILLWAY WIDTH Glowun con .a-� DENISE KELLY ~ C) � Public Works w J I o a.a = 6.00" RISER PIPE DIA. = 12.00" W lu SO YD 1, N=160789.80 W E=1306190.18 J TG=509.00 IE=506.52, 8"0 5' PRIVATE DRAINAGE 7 EASEMENT 3709600 20 ELMER & FL RENCE MADARA G 296 LF, 8"0 S' W/ CLEANOUTS EVERY 100' 0 S=0.50% JESSIE GLEN HOME OWNERS ASSOCIATION 2:1 MAX., (TYP.) 6198400221 DAVID CHRISTMAN 5' WATER EASEMENT RECORDING NO. 9111210817 6198400243 DENNIS GLOSTER 10' ACCESS EASEMENT RECORDING NO. 8101160238 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6198400222 DAVID CHRISTMAN 6198400200 GORDON AND LOIS YORK mum 5 6198400245 6 PAD = 512.00 RON & ANABELLA NICHOLSON PAD=511.60 1 0 0 INTERSECTION SIGHT TRIANGLE o t ' 511.48 � 6198400242 _ IEN .._._ _ t� 6198400245 NATHAN RIDER PAD=511.30 RON & ANABELLA NICHOLSON EXISTING 60' R/W - -- - - CLEARING LIMITS ------------ 7 ROCK CHECK DAM PER DETAIL PAD=510.40 ON SHEET GR -03, (TYP.) - �TRACT A-- 8 510.42 (STORM DRAINAGE) PAD=510.60507.70 (TEMP. = PERM.) 1 10 PUBLIC WATER"" ' 1 ---`- __ • ' 4 I j EASEMENT / : 3 2 PAD=510.00` x. i 12' �_ v PAD=508.80 PAD=508.90 -- -.�,. ' ` ( w . , 508.84 � � ---- 1 SDCO (TYP) �0' UTILITY r 9 ' - EASEMENT _, N W ----- PAD = 510.50 � .�.,. l O � STA. 10+00.00, 31.50' LT. -------------------- --- CV CENTER OF CUL-DE-SAC J dillr ELEV.=509.68 �ED p�E►NT IAL ac 1 S47 M►TcEssi '• ROW . ... . ..... ...... . . CONSTRUCTION ENTRANCE -- ------------ ------ PER STD DETAIL 215.10 • .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - N_-__ - •� 10 �`'�` ON SHEET GR -03 PAD=510.40 CATCH BASIN FILTER (TYP) _ - TOP=506.91--� PER STD PLAN 216.30 ON o TOE=505.91 SHEET GR -03 1 7 16 12 13 14 15 PAD=510.40 TOP=509.00 PAD=509.20 PAD=508.70 PAD=509.40 PAD=510.40 PAD=510.10 j TOE=506.05 I 11 " TOP=509.58 • PROPOSED BLOCK WALL = TOE=506.58 $ WITH WALL DRAIN TOP=509.00 M r- TOE=506.29 . ClI STOP=509.65 TOE=506.65 g �I N:160493.59 E:1306183.24 IE=505.04 8"0 SD DAYLIGHT � CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EX. SWALE INLET PRIOR TO CONSTRUCTION 5' EXISTING DRAINAGE EASEMENT it fil d12 Waldnp Days Blore You Dip 811 USI.. lM,d.,ra.,d L;Iom C~ co,MrM,oR,wN 6198400300 DHILLON SIMRIT EXISTING SWALE -TOP 509.77 \ TOE= 506.77 S PRE RVE AND PROTECT EXIS11IING YARD DRAIN. � z TOP -510.17 o SILT NCE TO BE PLACED AT TOE=507.17 M CLEAR G LIMITS. SEE STD PLAN 214. ON SHEET GR -03 � C NTRACTOR TO COORDINATE WITH � A JACENT PROPERTY OWNER PLETE OIIfFSITE GRADING. • W> > > II G/ STEL: 4 CONSULTING ENGINEERS LLC #1 334W 9!h Avenue Sown i • 1 * I CHANGE Suite 206 6 FIELD Federal Way, WA 99003 #3 TOP BERM ELEV. = 505.75 FtJMW4IL 11W (�3) 11113"113� www.osmcivil.com * (� 207-+m = 504.75 EMERGENCY SPILLWAY WIDTH Glowun con .a-� Civil Enginsering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #1670-003-013 � z TOP -510.17 o SILT NCE TO BE PLACED AT TOE=507.17 M CLEAR G LIMITS. SEE STD PLAN 214. ON SHEET GR -03 � C NTRACTOR TO COORDINATE WITH � A JACENT PROPERTY OWNER PLETE OIIfFSITE GRADING. • W> > > II G/ STEL: 4 FIELD CHANGE #1 5 FIELD CHANGE #2 6 FIELD CHANGE #3 o TOP=507.34 POTENTIAL STOCK PILE 0 TOE=506.34 STORAGE LOCATION PROPOSED BLOCK WALL WITH WALL DRAIN q INT'X A. 14+77.39, ROAD A = STA. 52+20.00, 120TH AVE S.E. ROCK CHECK DAM PER DETAIL ON SHEET GR -03, (TYP.) INTERSECTION SIGHT TRIANGLE F11 SCALE: 1 " = 40' 40' 20' O 40 a0' CONTOUR INTERVAL = 1' T.E.S.C. POND TABLE z SUB BASIN AREA = 4.86 AC INFLOW 10 YR/15 MINUTE = 2.32 CFS INFLOW 100 YR/15 MINUTE = 5.08 CFS SURFACE AREA (REQ'D) = 4,830 SF SURFACE AREA PROVIDED = 7,305 SF TOP BERM ELEV. = 505.75 TOP OF RISER PIPE = 499.25 EMERGENCY SPILLWAY ELEV. = 504.75 EMERGENCY SPILLWAY WIDTH = 6.0' POND BOTTOM ELEV. = 493.50 POND TOP LENGTH = 130' POND TOP WIDTH = 40' ORIFICE DIA. = 3" DEWATERING TUBE DIA. = 6.00" RISER PIPE DIA. = 12.00" GRADING QUANTITIES STRIPPING (6## DEPTH) 3500 C.Y. CUT = 71,750 C.Y. FILL = 9,000 C.Y. RIGHT OF WAY SECTION (NET CUT) = 1,000 C.Y. NET (FILL) 250 C.Y. 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. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. R-3 76�a HECKED FOR CO PLIANCE TO CITY STANDARDS big I I l ESM 10/14/14SURVEYED: SCJV_E= -� ;���„ RYLEE'S PLACE � 0/14/2014 ` ESM 08/10/15 " HOMZOW� 1 =40 CITY OF ,.: ESM 08/28/, 5• D LGB � RENT 0 N P�E: DRWNcJR ONE INCH ATOM GRADING & T. E . S . C . PLAN DRAS* c NI CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.- IF NOT ONE INCH 0 REVISION BY DATE AP P R "p D' SCALE ACCORDINGLY 5 Of.. 22 i. L ` ! Z C z � _ M C -n O] ic 01 N K Go m M D ,. D O O M� M9 a)cn D� '-° z z C M Cn N 3 z 0 z G) z C 3 m M M 0 z N 0 < M, L LnN N 0 z W U Q J EL W w EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. Cel 2 Workup Days Before You Clp 811 UINes Uder¢a" Local on Cer&w W9117 D,OKWAII CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D-69). IF NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A "STOP WORK" ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 2 1 THIRD SUBMITTAL NO. REVISION ESM ESM CJR rs"Maz 0M&7a= MULCH STANDARDS AND GUIDELINES 10 10 QUALITY Suite 205 FeOerel'A 09003 STANDARDS RATES ww w.esmcivil.com.com �^ tievo AIR-DRIED; FREE FROM 2"-3" THICK; 2-3 MRu Ic""w "' v�� R'w� UNDESIRABLE SEED I t t I nwn�n ESM JOB #1670-003-013 CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D-69). IF NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A "STOP WORK" ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 2 1 THIRD SUBMITTAL NO. REVISION ESM ESM CJR rs"Maz 0M&7a= 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 CDC G AND COARSE MATERIAL 2-3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN z BLOWN STRAW. STRAW SHOULD BE CRIMPED TO � �m AVOID WIND BLOW. THE THICKNESS OF STRAW 3 o MAY BE REDUCED BY HALF WHEN USED IN a 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 M51 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 FROMLANDSCAPING 800 LBS PER YARD) 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. CHECKED FOOR/ COMPLIANCE TO CITY STANDARDS R=376206 NTS 99,s9i1�91 ,1� CITY OF RYLEE'S PLACE 08/16/207 f11D9001f: RENTON GRADING & T.E.S.C. NOTES P� auFvc W. ""' DATUM Planning/Building/Public Works Dept. GR -02 F 1q! pE IXpI 5(AIE NMPpN4LY 6 a21 CD: v s x n mo m O n� m 3v D �C aN CDC G z s v s x n � O n� m �o D �C aN CDC G z a�q � �m 3 o C a a Nz m M51 m 0 n 8 O n a m 0o D z � �m / IYRL AraKImYWENXA)® �; ' mrrtYeermmmum ,. COIY118110FYE t1. I LT FBfE WYE118E00pMEOFE OFNLDNRMN®MFA6 12 IlT FBIL£EIMOf NIIBN1mlGTIFAT DOIDEIRMIDEO FIfNIE, Nlitl ND3amlO AAWOIIO bFNAMLNOlMI80F CJ9iNO FLdY. 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IEMA�RO� PMIE/IEWaR fmwN1R IfTKRRW ttE,mYllr �� rAaYwa i I YYx EM11EWlafQ.Y]2YRE -rofNammML - ReElY1MIa DNYAYOY 1 - ��_ tYIYImHt.EW(GRT MO tIm W VEI®la RitGPRaIAIOI a8ID. PLR - ffi0.10 l� a I'LHLC WORKS SEDIMENT FONDDGF_SRTMLT:T NITER DETAIL MAR.Ci L(I(Iri T N oy i D � u `TJ wz m o a O m m Cy5 N s -r Z T N oy S D � u `TJ 0 z o a O Y�� a m Cy5 0 -r Z �D n m z Z z m 2 C mm III IN DO l_ mm m N a D I N oy D � u `TJ z -r R �D n w c I r.. V N l_ h CHECKED FOR COMPLIANCE TO CITY STANDARDS n R-316201 a m o9 m N � K Z ® (f % - 0 FIRST SUBMITTAL ESM /28/14 RArvETm wmrwl: rL1w ,RE a>E DDM09N Av9nD93DUR `w,%RYLEE'S PLACE08/18/201. 1 SECOND SUBMITTAL ESM /05/14 LGB NTS ® CITY 0 F FDDerAl Way. wA eeoos a, nYna 2 THIRD SUBMITTAL ESM 7/17/14 rcvcRm. -7� 00112 workY,p Days BFIOf! You oio www."Mcivil.com f mj �_ ro 3 HYLAR SUBM TAL ESM /18/14 "'"""' "u R E N T O N P L CJR GRADING & T.E.S.C. DETAILS RRMND NG cN9 E"Pil,..,,'W LSM S'^q+re LSM PRnnFP I__�_� E -NE _..�AI��I 811 F1'DIN N'^�b I P'^h1 NnloVa�nent I LaMEope r.<nx.awn y�, S1EI I I DATUM GR -03 USF LouBoN COdx eis, , y% �:C `"ED"x°' : of l�`xo, Planning/Building/Public Works Dept. )V.OR,WA) ESM JOB #1670-003-013 ��IAL E'�� \` NO. REVISION BY DATE APPR er"r lanRw y 7 X21 '-'D,, 2- -3--? 6 ae 7 X ACCESS EASEMENT RECORDING NO. 7404250236 I w W Z 6198400066 Q DENISE KELLY ti I U w Jo' �a Q. W 3709600220 ELMER & FLORENCE MADARANG JESSIE GLEN HOME OWNERS ASSOCIATION 6198400221 DAVID CHRISTMAN 5' WATER EASEMENfJ — RECORDING NO. 9111210817 6198400243 DENNIS GLOSTER 10' ACCESS EASEMENT RECORDING NO. 8101160238 51 22' PUBLIC SHARED ACCESS EASEMENT r..... 8.......7 .... 1 1 1 10' WATER — 1 EASEMENT / ; ---- — — — i 1 1 1 9 1 1 1 STA. 10+00.00, 31.50' LT CENTER OF CUL-DE-SAC 1 1 1 1 1 10 1 1 20' PUBLIC SHARED _ 1 ACCESS EASEMENT v........... 11 6198400222 DAVID CHRISTMAN 5 O CC 4 W W (o- 6198400200 GORDON AND LOIS YORK 6198400245 RON & ANABELLA NICHOLSON 6198400245 RON & ANABELLA NICHOLSON ...r......r............ 3 2 1 \ 10' UTILITY EASEMEN— ——i -TT I i 11 W1 o1���/ r� RD -01 13 ry 0 VP Flo/ A 0 � 6198400300 v DHILLON SIMRIT M, CV 2Workp Da nBNs You Db Um" W4wgraad L.oeat m Cw*w (ID,MT,rnatWA) II ® CONSULTING ENGINEERS LLC aaaom em Avenue soe,n [�( 'we I Feparal Way. WA 98pgi www.wmciv*il.com �a ° fW� ell/I�r y'�6• � 1811 �x L � � O 1 2 3 m ESM JOB #1670-003-013 No. TATM mok 6198400242 NATHAN RIDER 11 1 1 1 4CT A Ir I 1 DRAINAGE) 1 I I LLI 1 17 SHEET RD -02 II 40 20 0 40 80 a.. I �� C0 m a Dm D no D m o C y z fr a z m m a sD PROPOSED STORM DRAIN m C z " mm s PROPOSED SANITARY SEWER IY ■ w PROPOSED WATER MAIN y m I VO STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS �P COMPLIANCE WITH THIS REQUIREMENT WILL BE 1F RLcJ�'��II n APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD 111 11 1 1 1 4CT A Ir I 1 DRAINAGE) 1 I I LLI 1 17 SHEET RD -02 CJR 1 1 1 1 1 1 1 1 1 I D�V¢PSION 120TH AVE S.E. n SCALE: 1 " = 40' 9•Zµ•zol`f c II 40 20 0 40 80 a.. I �� C0 m a Dm D no D m o C y z fr a z m m a sD PROPOSED STORM DRAIN m C z " mm s PROPOSED SANITARY SEWER IY ■ w PROPOSED WATER MAIN y m I VO STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE 1F RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN (--- APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD 111 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: CJR 1 1 1 1 1 1 1 1 1 I D�V¢PSION 120TH AVE S.E. n SCALE: 1 " = 40' 9•Zµ•zol`f c 40 20 0 40 80 n C0 m a Dm D no D m o C y z fr a z m m a sD PROPOSED STORM DRAIN m C z R-316208 CITY OF RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS 9/av/N! RYLEE'S PLACE STORM DRAINAGE KEY MAP & COMPOSITE UTILITY PLAN C --b' 3740x` E 08/18/201 MCA 40 20 0 40 80 �r o � a a 0o a Dm D no D m o C y LEGEND fr a z m i sD PROPOSED STORM DRAIN m C z " mm s PROPOSED SANITARY SEWER Nz w PROPOSED WATER MAIN y m I VO STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN (--- APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN _ REPORTS. THE CCN INSPECTION SHALL INCLUDE o ALL PROJECT STORM DRAIN LINES AND CONNECTING – CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED MAINTAINED AND ALL z PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE a `/ STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS– p VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG $ I � � > 1 VIDEO FILE FORMAT) AND IS COMPATIBLE WITH n W GRANITE XP. THE VIDEO SHALL REFERENCE EACH I o. PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS �- SOWN (AND IDENTIFIED) ON THE APPROVED N PROJECT CONSTRUCTION PIANS. N B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BTAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. -- C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL I COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. R-316208 CITY OF RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS 9/av/N! RYLEE'S PLACE STORM DRAINAGE KEY MAP & COMPOSITE UTILITY PLAN C --b' 3740x` E 08/18/201 MCA �r o � a a 0o m � m m z n � 2 10' WATER EASEMENT 10 525 515 505 500 495 SEE SHEET RD -03 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA FOR CONTINUATION 22' PUBUC SHARED I! ACCESS EASEMENT SEE SHEET RD -I JOINT UTILITY TRENCH (TMP) CO TG=510.17 6"0 S.D. 0 2.09 MIN. (TYP.) .... .. ._---------- TG=510.58 IE Ill\ IE=506.87, 6.0 � �r � • / \ CO TG -510.56 IE=507.13, 6.0 PROPOSED WATER STA 10+00.00, 31.50' CENTER OF CUL-DE-SAC Cal 2 Workup Days Bskre You Dip 811 U10m W4wwvx4 Ltocalion Center 0DMrw,QRWA) 20' PUBLIC SHARED ACCESS EASEMENT I 62 LF. 1 I27 LF, 12"0 I I TG=510.13'3 IE -505.04, 8.0 IE=506.44. 8.0 CB %19, TYPE 1 STA 10+23.05, 69.24' LT -1-16 UNIT NEIGHBORHOOD MAILBOX, SEE DETAIL SHEET \ DT -01 \rCB#17,YPE 2-48"0 .44, 17.85' LT 6. 6.014 2 1 L IKIG(i11ryrv9V(a1'tti f 5, TYPE 2-48"0 CB /14, TYPE 2-48"0 11+20.25, 10.22' LT STA 12+01.30, 10.22' LT TF STRUCTURF 180' ROTATE STRUCTURE 180' CID -508.69 T0=509.23 IE=505.83. 6"0 504.09, 6'0 IE=505.23. 6.0�1j; y 79 LF, 18"0 SO i ' 2 N + o i 5' SIDEWALK ) - ' O .. _�� ........ ............ ................ ... ................... ......................... .. ..... 3' MIN. (TYP.) co LCO CO CO TG -509.26 TG=510.20 TG -509.39 TG=508.69 IE -504.86, 6.0 IE=506.03, 6.0 IE=504.65, 6.0 IE -503.62, 6.0 3a CB 18, TYPE 1 CB /18, TYPE 1 DRIVEWAY APPROACH PER 3 4 b•y 10' PRIVATE JOINT DETAIL ON SHEET DT -01 UTILITY ESM'T. (NP.) STA 10+58.44, 9.22' RT W/ THRU CURB INLET (TMP ) 12 ( 13 14 STA 11 +20.25, 9.54' RT Lu� I-D1RL- 15 ROAD A (LIMITED RESIDENTIAL ACCESS) �r1 �D 27 LF 0 S=1 GRADE 0;(E 12"0 20 0 1 C7�Qr `g� [ AAV N I EXISTING GRADE 0 .90 91 1 91 1 41 6 41 1 9+60 10+00 11+60 CONSULTING ENGINEERS LLC 0 ® Suit Bth RVBnYB $OYIh I ® I ® 14v I 507.94 1 aAS ESM 06 OS 14 507.92 F eOenl WaY. WA 98003 2 THIRD SUBMITTAL www.esmcivil.com 07/17/14 LGB 3 MYIPR SUBMITTAL ESM 08/18/14 9 54.38' LT. mRea'"�Archl[wtun 9 Paa9e0iwpow I ropet Ibrgyr"nt I REVISION ESM JOB #1670-003-013 •'�+ �D 27 LF 0 S=1 GRADE 0;(E 12"0 20 0 1 C7�Qr `g� [ AAV N I EXISTING GRADE 0 .90 91 1 91 1 41 6 41 1 3' COVER (MIN.) - DRIVEWAY APPROACH TABLE LOT % 10+80 11+20 - 11+60 ELEVATION 0 FIRST SUBMITTAL ESM /28/14@ I 507.94 1 SECOND SUBMITTAL ESM 06 OS 14 507.92 0+ 2 THIRD SUBMITTAL ESM 07/17/14 LGB 3 MYIPR SUBMITTAL ESM 08/18/14 CJR 54.38' LT. I 509.89 9 STA.=9+56.67, 19.35' LT. NO. REVISION BY DATE APPR •'�+ 3' COVER (MIN.) - DRIVEWAY APPROACH TABLE LOT % STATION - OFFSET - ELEVATION 2 STA.=11+35.78, 10.00' LT. I 507.94 3 STA.=11+09.78, 10.00' LT. 507.92 SHARED DWY STA.=10+23.46, 69.90' LT. I I 509.72 7 STA.=9+79.42, 71.52' LT. I 510.21 8 STA.=9+61.25, 54.38' LT. I 509.89 9 STA.=9+56.67, 19.35' LT. I 510.00 10 STA.=9+70.63, 2.59' RT. 509.90 12 STA.=10+09.48, 12.49' RT. I I 509.72 13 - STA..48, 10.00 RT. 508.84 14 STA.=11+49.48, 10.00' RT. I 508.03 15 STA.=11+75.22, 10.00' RT. 508.38 * SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 525 ,p R-316209 AV BCR 1/4 p HP 1/2 p 510_ 3/4p ECR CURB klIABLE STATION OFFSET ELEV. 10+12.43 19 ---- 76 ---- =2508. sz ____ .91 ---- 641G+43.44 p==16'01'56• 95 A-270-53-43- R-45.00' L-21276' 505 QQ CURB F TABLE BGR 1/2 p 500 ECR STATION OFFSET ELEV. 10+12.43 11.75' RT 509.19 IE=502.01 8"0 10+24.85 10.00' RT. 905.00 p==16'01'56• R=45.00' L= O CURB FLTABLE 495 BOR 1/4 p STATION TG=508.75 ELEV. 10+43.44 43.25' LT. t/z p IE=502.01 8"0 ---- ---- 3/4 p ---- IE=502.01 8"0', 10+86.88 10.00' LT. ECR STATION OFFSET ELEV. 10+43.44 43.25' LT. 50&95 508.74 ---- ---- 508.51 ---- ---- sa&2s 10+86.88 10.00' LT. 501107 A-74'51'50- R=45.00' L-58.80' 12+00 12+40 srA� vmnrAL euw ,we CIT 0 r r WL RENTON I_- °NE "tl1 DATUM •TNI ,� Planning/Building/Public Works Dept. c aor arc iacN 2 a " m °m m o � n v. SCALE: SCALE: 1•=20HOR¢. 1•=5' VERT. 20 10 0 20 40 STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS I O CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS n o D CONSTRUCTED AS PART OF THIS SUBDIVISION. N COMPLIANCE WITH THIS REQUIREMENT WILL BE ➢ z z ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR ; . RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN ° APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. G n C a " 3 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS V SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD m REPAIR BY EACH LOT OWNER. I n 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: I A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE --- STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR i AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN _ INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES I > FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL Cl INSPECTION, m EXALTRATION TESTING OR AIR TESTING THAT MAY 6 a BE REQUIRED BY THE CITY TO VERIFY THE { CORRECTION OF SAID DEFICIENCY. i y j� C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL �, m m COSTS INCURRED IN THE CCN INSPECTION O PERFORMED SOLELY FOR THE BENEFIT OF THE « a DEVELOPER. m w VIDEO TO BE PROVIDED TO CITY INSPECTOR. 8. PROVIDE ErHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. = lr/ ALLOWABLE PIPE MATERIALS l J 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWIPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) (NOT FOR MAIN CONVEYANCE) I CHECKED FOR COMPLIANCE TO CITY STANDARDSI i O a✓J • u. 9 zv / a n o n ih 7 mZ a, (7) RYLEE'S PLACE ROAD AND STORM PLAN AND PROFILE 08/18/201 RD -01 '9°21 1 CB f11, TYPE 2-48"4 STA 12+83.24, 10.22' LT ROTATE STRUCTURE 180' 82 LF, 18"0 SO DRIVEWAY APPROACH PER DETAIL ON SHEET DT -02 (TYP.) A PORTION OF THE SW 1/4 OF THE SW 1/4 OF STA. 12+97.50 TO STA. 13+83.00 SIDEWALK AND LANDSCAPE STRIP TRACT A SLOPE TO POND. SEE CROSS SECTION SHEET DT -01 (STORM DRAINF om Omm"IMMIM■I •., L oVoUO SEE SHEET PN -01 ---- ------ OnO�o,(� X00 �OOQ�OoOo CB #6, TYPE 1 CB /12, TYPE 1 0 W/ THRU CURB INLET STA 13+72.73, 9.22' LT a STA 14+32.77, 9.95' -ADA RAMP #2 SEE 91 LF, 12"0 SO \ 18 LF1 12"0 SD__a,20 L'�"0 fI__ PROPOSED WATER C STORM 5' SIDEWALK CB 4 TYRE ' J STA.=14+06.09, TG=504.96 IE=498.34 IE=497.84 IE=497.848"0 w ESM /28/14 GN ESM 7/17/14 ESM 8/18/14 ................................P. ............. ... P ....... W cwi " REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL is I I T O :....�'.� QQ ® ADA RAMP #3 SEE R=25' =z ADA RAMP #1 SEE THE FOLLOWING PROCEDURE: SHEET RD -04 SHEET RD -04 m 3ID 10' PRIVATE JOINT JOINT UTILITY TRENCH (TYP.) STOP SIGN CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY C0 UTILITY ESMT. (TYP.) I+ I II m DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE r TG=510.28 IE -506.27, 6"o n WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL CB #13, TYPE 1 n I CB /5, TYPE 1 W/ THRU CURB INLET SEE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO RLE FORMAT) AND IS STA 13+72.73, 9.22' RT STA 14+32.771 10.31' RT 6"0 S.D. ® 0.5% 3' MIN. (TYP.) MIN. (TYP.) 42 LF, 12"0 SO 16 ADA RAMP #4 SEE - 17 SHEET RD -04 ROAD A (LIMITED RESIDENTIAL ACCESS) 515 W Z 505 1 1J I500 495 Cd 2 Warkklp Dari Balora You Dip 811 Umb" Wwwvwd Loealm Cw*w 0D9r D,CR,WA) PVI 'TSTA: 13+OE PVII ELEV: 510. HP_. STA:--12-+77C HP I ELEV: 509. LVCK: 16.67 : 125.00 82-LF. 18p0 SO GRADE ® (L'. EXISTING GRADE ® G 12"OISO 18 LF, 12"0 ® S=0.50% PVI STA: 14+20.25 I PVI E I: 503.85 LP STA: 14+32.77 LP ELEV 504.22 515 K: ;.26 6N 510 U �. II 1.1E c -•row IE=501.`-0 12"0 ROTATE STRUCTURE 1 0' TG=509.56 #13. IE=500.5 CB TYPE 18"0 CB #50 13 IE=501.0 12"0 T =501.'19 12"0 1=5 18 " 12+80 13+20 tM.Cp� ®GONSULTING ENGINEERS 339WMh Avenue SvWh Suit -205 F.-. Wey, WA 9W03 www.eamcivil.com p�,• q.l Enoln"",In9 I G,oNtt Wananl I U.d M.. ESM NNelu,e "ri/1 n,ellc Wwkv ESM JOB #1670-003-013 S�pNAL�, 495 Row la B4,- QZS161Jv 5 EE CZ* I I I I 1'- )' EXISTING R/W i STORM NOTES: CB 4 TYRE l I i STA.=14+06.09, TG=504.96 IE=498.34 IE=497.84 IE=497.848"0 w ESM /28/14 ESM 36/05/14 ESM 7/17/14 ESM 8/18/14 I BY DATE APPR COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE W cwi " REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL is I I 1. REINFORCED CONCRETE PIPE 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED QQ I I 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) N =z ADA RAMP #1 SEE THE FOLLOWING PROCEDURE: I- W SHEET RD -04 m 3ID INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION 00 i I CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY NIm I+ I II m DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE r I I n WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL CB n I ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE SEE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO RLE FORMAT) AND IS 3' COVER vi (MIN.) 504.01 .99.11 1 5 TYPE THRU Cl 504.0 .99.01 1 .99.01 1 14+00 0F RST SUBMITTAL 1 SECOND SUBMITT 2 1 THIRD SUBMITTAL 3 1 MYLAR SUBMITTAL 1 14+40 cfTaT/[ ME Q 120TH AVE. S.E. SEE SHEET RD -03 INr'x 1. 14+77.4 STA. 52+21 EV: 504.95 I I I I I I I I I I L A STORM NOTES: CB 4 TYRE 2-48-0 112"0 118"0 STA.=14+06.09, TG=504.96 IE=498.34 IE=497.84 IE=497.848"0 14+80 ESM /28/14 ESM 36/05/14 ESM 7/17/14 ESM 8/18/14 BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. BY DATE APPR RGE 5 E. KING COUNTY, WA 20.00, 120TH AVE S.E. RR S.E. SCALE: 1 =2o HORl2. 1"-5' VERT. 20 10 0 20 40 t c Z 2 I I I m p KEY MAP STORM NOTES: ELEVATION TR -A STA.=14+06.09, 10.00' LT. I 504.59 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON STA.=12+54.37, LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL I 509.52 BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. STA.=12+42.29, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE 509.36 DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL ALLOWABLE PIPE MATERIALS BUILDING PERMIT FOR EACH LOT. 1. REINFORCED CONCRETE PIPE 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED D MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) N a 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO THE FOLLOWING PROCEDURE: KNOWN AS HDPE PIPE OR HOPP) A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN m 3ID INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION 4. CORRUGATED POLYETHYLENE PIPECPEP ( ) SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY (NOT FOR MAIN CONVEYANCE) OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER m DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE n WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL DRIVEWAY APPROACH TABLE ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO RLE FORMAT) AND IS LOT / STATION - OFFSET - ELEVATION TR -A STA.=14+06.09, 10.00' LT. I 504.59 1 STA.=12+54.37, 10.00' LT. I 509.52 16 STA.=12+42.29, 10.00' RT. 509.36 COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN * SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 520 515 510 I N O 49-_5 i b" - 0 a 0O OC r y o w m DC c �ti 0 N r', o 3 n W z y n n N D N a C � mm Z m 3ID m m m o n I N O 49-_5 i b" - $ g r y o w CHECKED FOR COMPLIANCE TO CITY STANDARDS c �ti 0 i a r', o 3 n W n N D N I I 9, Z I - 49-_5 i b" - _ CHECKED FOR COMPLIANCE TO CITY STANDARDS I 8 �AA (�LGI�� 9�svl/y o D o D 9, Z 9 1"=20' II91aaW.N:.'9wpw d1 CITY OF RYLEE'S PLACE 08/18/201 LGB •u RENTON CJR CNEl DATUM - ROAD AND STORM PLAN AND PROFILE MMYC RO tl1D •T I Planning/Building/Public Works Dept. RD -OZ IF ILO! U2 lY SGIE IOLEId, y 10 X21 GD i2 "376 ( UFF -M 3 50+00 Z F�1 re! 6199000040 Jit± Of- _pN�S�I °Via ;�V# \ E SHEET DT -01 TRANSITION CURB DETECTABLE; WARNING STRIP - BEGIN ROAD AND - -SIDEWALK IMPROVEMENTS _ STA. 50+90.37, 16.00 RT._ EL=503.68' ov/'tR�6HloE�1 eq�e 504. from Ir'y. ASPH RAMP 'pTCG� 6198400242 6199000141 O N +y�vM M L00 H LII s s- ZW ° �- J N _ H CN 2 Waft Days BW we You Dip 811 DIt las OIIdilil LOCOM Cw*w ODATM.ORWA) A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6199000041 6199000120 CB #3, TYPE 2-48"0 6199000125 W/SOLID LOCKING LID F7TYPE 2-48"0 STA 52+76.92, 5.00' LT 51+91.75, 17.72' RT 10 fE I 1 =497..11 I =497.71, 18"0 104.38 0( V1 STA, 52+20.00, 120TH AVE E= 97.71, 18"0 98.18, 18"0 1�1 = STA. 14+77.42, ROAD O� t 98.18, 18"0 Wi CIO RIVEWAY APPROACH PER -Vol V" a Q�. \8 DETAIL ON SHEET DT -01 192 LF, 18"0 (TYP.) ® S=0.50% - P - _PROPOSED ASPHALT ° .N 4 END ROAD &SIDEWALK IMPROVEMENTS \ IN R/W STA. 53+84.76, 16.00 RT. t--( EL.=505.58' " 5 • a ", 10'1 REMOVE EX9 LF18"0 SD M , 51+00 : SO CULVERT V SAWCUT LINE I_ _ 52+00 ® S=0.50% ` I 504.18 _ I = _ _ _ I , 5 53+00 503.95 - _ - 504.38 _ 504.52 504.65 504.79 _ 505.0 5. 505.33 _ T r -16'_-x--•.._ -� 1' s.. x s (505.45 x505.58 x505.71 504.15-x, • 5' �ISEE SHEET PN -01 SEE SHEET RD -04 FOR ADA CURB RAMP INFORMATION, (TYP.) SEE SHEET TRACT A (STORM DRAINAGE) PROPOSED JPROPOSED CB /2, TYPE 2-48"0 W/SOLID LOCKING LID STA 54+68.69, 5.00' LT TG=505.51 IE=496.75, 18"0 IE=496.75, 18"0 CONTRACTOR TO VERIFY LOCATION & DEPTH PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY 61984003400 P ROAD A SEE SHEET RD -02 120TH AVE. S.E. (RESIDENTIAL ACCESS) 61 189 LF, 18"0 SD ® S=0.509, 60' 56+0o a EXISTING R/W- I- - I ----F- - 0 25 LF, 18"0 S ® S=1.30% 3709600500 120TH AVE. S.E. (RESIDENTIAL ACCESS) 0FlRST SUBMITTAL 1 SECOND SUBMITL 2 THIRD SUBMITTAL NO. 505.20 j SU5.11 505.32 505.45 5' SIDEWALK 26 LF, 18"0 SO 506.24 -® S=0.50% - - - BEGIN SIDEWALK TRANSITION- STA.=53+63.80, 24.50' RT. CB %4 TYPE 2-48"0 STA 52+60.46, 14.66' RT TG=504.96 IE=498.34, 12"0 IE=497.84, 18"0 IE=497.84, 18"0 17 6199000160 CB %1, TYPE 2-48"0 W/SOLID LOCKING LID STA 56+57.64, 5.00' LT TG=502.40 IE=495.81, 18"0 IE=495.81, 18"0 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 57+00 �- I- - CB, TYPE 2-54"0 56+73.85, 14.43' RT =502.20± 495.48, 18±"0 NTRACTOR TO VERIFY LOCATION ELEVATION PRIOR TO CONSTRUCTION 6198400340 6199000141 `7.0.1¢. OfiON SNA ruF�t`glll �y�21ND/0✓� l� v M SW. los 1 w 1 w 11w I 54+00 FeG rw Way. WA 98003 ELEVATION ,•Y " a <R-0_ Inti www.esmcivil.com," 505.07 TIE INTO EX. J N SIDEWALK m GNI E"Wnwrep LonE $urr•ylnp LenC FwW F"Olb orY" I Fn)•cl u•oanM"MH I 1a.a."ew Mnacw. ESM JOB #1670-003-013 ROAD A SEE SHEET RD -02 120TH AVE. S.E. (RESIDENTIAL ACCESS) 61 189 LF, 18"0 SD ® S=0.509, 60' 56+0o a EXISTING R/W- I- - I ----F- - 0 25 LF, 18"0 S ® S=1.30% 3709600500 120TH AVE. S.E. (RESIDENTIAL ACCESS) 0FlRST SUBMITTAL 1 SECOND SUBMITL 2 THIRD SUBMITTAL NO. 505.20 j SU5.11 505.32 505.45 5' SIDEWALK 26 LF, 18"0 SO 506.24 -® S=0.50% - - - BEGIN SIDEWALK TRANSITION- STA.=53+63.80, 24.50' RT. CB %4 TYPE 2-48"0 STA 52+60.46, 14.66' RT TG=504.96 IE=498.34, 12"0 IE=497.84, 18"0 IE=497.84, 18"0 17 6199000160 CB %1, TYPE 2-48"0 W/SOLID LOCKING LID STA 56+57.64, 5.00' LT TG=502.40 IE=495.81, 18"0 IE=495.81, 18"0 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 57+00 �- I- - CB, TYPE 2-54"0 56+73.85, 14.43' RT =502.20± 495.48, 18±"0 NTRACTOR TO VERIFY LOCATION ELEVATION PRIOR TO CONSTRUCTION 6198400340 6199000141 `7.0.1¢. OfiON SNA ruF�t`glll �y�21ND/0✓� l� v M 4O 0 54+00 m ELEVATION s " a os.56 W Zw 505.07 TIE INTO EX. J N SIDEWALK SEE "BOB SING PLAT" FOR PREVIOUS OFFSITE ROAD IMPRO ENTS PRIVATE JOINT TY ESM -T. (TIP.) 98400300 DRIVEWAY APPROACH TABLE LOT III STATION - OFFSEr - ELEVATION 17 " a STA.=52+79.12, 16.00' RT. 505.07 *SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 UTILITY CROSSING TABLE OPROPOSED 8"0 WA BOTTOM=501.00 PROPOSED 18"0 SD TOP=499.57 OPROPOSED 8"0 SS TOP=493.32 PROPOSED 18"0 SO BOTTOM=497.97 OEXISTING 8"0 WA BOTTOM=501.45 PROPOSED 18"0 SO TOP=499.18 ®EXISTING GAS BOTTOM=501.89 PROPOSED 18"0 SO TOP=498.96 OEXISTING GAS BOTTOM=501.98 PROPOSED 18"0 SD TOP=498.25 ©EXISTING GAS BOTTOM=502.04 PROPOSED 18"0 SO TOP=497.97 OEXISTING 8"0 WA BOTTOM=501.45 PROPOSED 18"0 SO TOP=498.03 ®EXISTING TELEPHONE BOTTOM=501.43 PROPOSED 18"0 SD TOP=498.02 OEXISITNG 8"0 WA BOTTOM=500.90 PROPOSED 18"0 SO TOP=497.92 10 EXISITNG TELEPHONE BOTTOM=500.84 PROPOSED 18"0 SO TOP=497.77 n e 4 SCALE: 1"=20' HORI2. 1"=5 VERT. 20 10 0 20 40 KEY MAP STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CIN OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CIN WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CIN TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CIN INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 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) (NOT FOR MAIN CONVEYANCE) I N 0 z me � a " a 3 mz m m m c m m � QN D I N 0 z me � a s o a mo m m m c N a n� � R v z 3 m 3 N � W z m I � I ]7 I N 0 z � a s °> 1 m m W c N a N � CHECKED FOR OMPLANCE TO CIN STANDARDS I n 8 O R=3162110 9=° gin m� ESM 3/28/14 wxvErm: CITY OF RYLEE'S PLACE 08/18/201 ESM 6 OS l4 oEsxam. 1 "=20' �� �neoa� ESM 7/17/14 LGB R E N TO N ESM /16/14 °"" WR ROAD AND STORM PLAN AND PROFILE wnw ao � � DATUM z CXEp®' AT rul usruc Planning/Building/Public Works Dept. RD -0J IF .CME Ndl REVISION BY DATE APPR •PPgp'E° p•" � ya:71 5 4 STA. 30+00.00 END OF SHARED DRIVEWAY CO CO TG-512.04TG=512.05 IE=506.54, 6"0� I[:/ -IE -508.42. 6"0 GO TG=512.03 IE -507.97. 6"0 8"0 S.D. 0 1.0% (TYP.) 00 TG=511.51 IE=507.20, 6'0 22' PUBLIC SHARED I EX. 10' ACCESS EASEMENT" REC. NO. 8101160238 1 1 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 10' PRIVATE JOINT UTILITY ESM'T. (TYP.) 23 LF, 12"0 SD--\ \ / 31+00 +310+40.00, 10.00' T I 1 I 3' MIN. (NP.) 1 7 �'... 10' WATER EASEMENT 8 ACCESS EASEMENT (SHARED ACCESS EASEMENT) SEE SHEET RD -03 X17, j SHEET RD -01 PROPOSED - WATER LF, 12"0 SO PROPOSED SEWER I I 13 I I JOINT UTILITY TRENCH t (TYP.) I ' 12 520 - - - io �Irn N NIS �� Nor- �N 00 n �I� M J0 tel;mw; SIN o 016 �N °r° a &C3 NN s rn�°0 SIO NN L I ^lOR ROO �� - u0 ,a:a pio I�lo cl� O6 U) <i'o 0OeOd �I$ F 520 G 504.77 H STA. 30 +00 -- - 00. 0. 00, -- o LOT OWNER. 3. ----�0 s nm INSTALLATION PER THE FOLLOWING PROCEDURE: A) END OF S ELEV: 511.98 RED DRIVEWAY 515 z CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM i Nz DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE m STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED n AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN CENTER 3rA_._T5 OF CUL-DE-SAC U77 515 I COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS /V ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO RINl�lE3 R>✓Qr� PLAYER NITEXP. VIDEO VIDEO FORMAT) WITH GRAMPG SH LLL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND ELEV: 539.68 IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION a PLANB) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND PROPOSED GRADE 0 (� ADDITIONAL CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. 510--- THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. - _ 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS 1-. THAN 1 FOOT. 510 EXING GRADE 0 505 ----- 505TI 500 OPO ---i i ( - II - 500 23 LF, 12"0 SO ® =2.00% 495 495 '� fA 30+00 Cd 2 Waktlp Dari W" You Dip 811 umme WldOfQOV11d Locamm Calor OD,A rMORWA) 30+40 30+80 31+20 1 k CONSULTING 20ENGINEERS LLC 4!'�� 33000 BIn Avenue Same I ® 10 I�I q Sutte 5 Fadere Way, WA 98003 Ewww.esmcivil.com ,q hdic WwMe in,ftwI PrupclBUYamgenwnl I LaMeeeps N"OMIIwW,s �C/girl ESM JOB #1670-003-013 s�OI KiIQYfL�YZEIII) 10 5' 8 I +-K STA. 51+76.10, 16.00 RT. OO� O ® EL.=504.41' ri -� O ooDOoao " r -7M- RAMP #1 i 4' WN W` `8 0 0 / Q + J D=8Q 8'45'14" R=35.00'= o m L=54.22' O w N� ® ROAD A I T RAMP #2 (LIMITED RESIDENTIAL ACCESS) >4 STA. 14+27.40, 10.00 LT. RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 504.07(0 FL) B 504.09(0 FL C 504.10 D 504.12 E 504.70 F 504.72 G 504.77 H 504.79 CURB RAMP DETAIL SCALE: 1"=10' CURB RAMPS TO BE WSDOT STD PLAN F-40.15-02 TYPE PERPENDICULAR B STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS A CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST B IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS C PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS D REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN E SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE F REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY G RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE c OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH o LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING s nm INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE C CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE z CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM i Nz DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE m STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED n AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE m STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND I COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS /V ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO RINl�lE3 R>✓Qr� PLAYER NITEXP. VIDEO VIDEO FORMAT) WITH GRAMPG SH LLL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION a PLANB) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 504.40(0 FL) B 504.42(0 FL) C 504.43 D 504.45 E 505.03 F 505.05 G 505.10 H 505.12 n -in 4 SCALE: 1"-2U xa62. 1"-5' VERT. 20 10 0 20 40 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) (NOT FOR MAIN CONVEYANCE) k. 14+27.47, =504.11' RAMP #3 ... ...?\ .................. .. 1 RAMP #4 RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 504.15(0 FL) B 504.07(0 FL C 504.18 D 504.16 E 504.78 F 504.76 G 504.85 H 504.83 ROAD A " RT. (LIMITED RESIDENTIAL ACCESS) W� S �W W8 Q F D=91'14'46" = o R=35.00' L=55.74' p w N� I, T STA. 52+66.12, 16.00 RT. 1AL_ 8 EL 505.01' CURB RAMP DETAIL SCALE: 1"=10' CURB RAMPS TO BE WSDOT STD PLAN F-40.15-02 TYPE PERPENDICULAR B R-316212 CHECKED SPOT ELEVATION CHART POINT ELEVATION A 505.02(0 FL) B 504.98(0 FL C 505.05 D 505.01 E 505.65 F 505.61 G 505.72 H 505.68 1 CITY STANDARDS y 8 s � m I O �0 1z,.1 n D v C 9ov CC p m m c o SF z5 D s nm z 1 CITY STANDARDS y 8 I O �0 1z,.1 n D v C 9ov CC p G m9 c z SF z5 3 s nm z K, N- C � z i Nz m oa m g n m m m I 1 CITY STANDARDS y g I oC 1z,.1 t 9ov a m c SF D s nm N �> N- Baa � z m oa = g n m N a N I I ^ COMPLIANCE TO CITY STANDARDS I g I t 9ov a m tr.tr L.�9 TIS no T D z g .'9m RYLEE'S PLACE 08/18/201, '�"""°"""°"'°°' CITY OF 1 SECOND SUBMITTAL L ESM 06/05/14 � 1"=20' p C I� I� 2 THIRD SUBMITTAL ESM 07/17/14 LGB \ L �1 TO V °im"�'� 3 MVLAR SUBMITTAL ESM 08/16/14 wwm: CJR wE na DATUM ROAD AND STORM PLAN AND PROFILE 9lwrc 99: ul uu wE Planning/Building/Public Warks Dept. AND CURB RAMP DETAILS RD -04 F NOi p!E INpI NO. REVISION BY DATE APPR "A""� �'1E "C01�""-' -y I: 12 =:21 520 515 510 Kell: 495 PROJECT Tor=Dl1D.7D w z BOUNDARY TOE 50535 N=160713.73 ROCK LINED DISPERSION PAD THIRD SUBMITTAL ESM N:160727.60 W W z E:1306666.71 - � - ---- - SEE PROFILE THIS SHEET > IE=498.50, 18"0 1 MDATE aFaan: J REVISION I Q -T0P=505.7 *B I .I. 63 LF, 18"0 SD TOE=504.7 POND DISCHARGE w z ESM106/05/1419f_ccrm N=160713.73 ROCK LINED DISPERSION PAD THIRD SUBMITTAL ESM N:160727.60 W W z E:1306666.71 ESM SEE PROFILE THIS SHEET > IE=498.50, 18"0 1 MDATE aFaan: J REVISION I Q -T0P=505.7 SCALE: 1 " = 20' 113 i 63 LF, 18"0 SD TOE=504.7 •\ SEE PROFILE SHEET I n 8 37 LF, 18"0 SD I PN -02 I O POND VOLUMES \ o 12' POND SHEET a of a w a EXI I ACCESS CB /11, ! a =1 o o DETENTION 54,020 CF SEE SHEET RD -02 ° . z I \I\ A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 5' WIDE POND BERM POND FENCE SEE DETAIL ON ELEV=497.50 TOE OF SLOPE J SHEET PN -02 A l 70P=605.00 WATER QUALITY A CONCRETE WALL TOE -- -- --- - /10.- - ee.is TOE=498.50 ELEV-493.50 I� ----------------------- -_ BOTTOM OF hCELL ELEV=493.50 ►��� � ISI OVERFLOW W.S. + ELEV=504.75 ROAD A -..._�_.�... - SUBMERGM OUTLET '.N=160738.43 l�i II E=1306781.19 lil9Ti0M OF CELT 7- 3:1 I'. SEE PROFILE THIS SHEET ELEV=493.50 I �..... I. . . . . .I• • I..... %8, TYPE 2-54"0 TRACT A - ` I I ONTROL STRUCTURE -t (STORM DRAINAGE) /BIRDCAGE 2:1 =160712.01 J I •� 1306787.72 I I EE PROFILE THIS SHEET TOP -TOE -498.50, 2-48'0 uj / BIRDCAGE (n OVERFLOW W.S. ELEV=505.25 DESIGN W.S. ELEV=504.25 I ; 27 LF_ 1 --- --- { -- A CB..................... SEI 17 1 i 16 I 520 1+00 1+40 1+80 2+20 POND CROSS SECTION A -A SCALE: 1"=5' VERT Suft 205 I W" I w I lw I Fcaaml Way. WA W003 Ca12 WwIft Days BoWe You Db www.esmcivil.com 811rueoc won. I rick+ uon"p.mem I Iumcow wcnllecw. UWJ@s WWwgrmod LoeaYon Canby 0DAlITMORWA1 ESM JOB #1670-003-013 515 510 505 500 495 490 SEE DETAIL Rr I THIS SHEET 515 510 505 500 495 490 485 w z ESM106/05/1419f_ccrm N=160713.73 T. TD 11• ' THIRD SUBMITTAL ESM E=1306797.85 W W z I. ESM SEE PROFILE THIS SHEET > n 1 MDATE aFaan: J REVISION I Q -T0P=505.7 SCALE: 1 " = 20' I i 20 10 0 20 TOE=504.7 r �/ I n 8 37 LF, 18"0 SD I I I O POND VOLUMES 'SEE PROFILE THIS o 12' POND SHEET a of a w a EXI NG GROUND ACCESS ROAD ! a =1 o o DETENTION 54,020 CF 57,991 CF ° . z WATER QUALITY 13,640 CF 23,456 CF xF n C 3 m� N 2 m _--�7���_-,` l POND ELEV=505.75 ra ra a I I n ELEV504.25 DESIGN W.S. ELEV=504.25 =------�.----- -� -- - -----.--_ 1� ® LF. 18"m SD W.Q. DESIGN--------------�--------------1 CONCRETE S=1.30% PROPOSED WALL PER PLANSW.Q. DESIGN PROPOSED GRADE I - ----------- --ECFV-497. --- IE- 496 00'--18"0 --- -- ----- - i- -- ----.-__-- --,__ _- 1' SEDIMENT 1' SEDIMENT � I � STORAGE � IIELEV-493.5Q STORAGE . - _ ---- --- (PONDBOTTO ! --_.... -- -- ---------- _ -T5=0.50=0.50% �- PON DTT ---- ---------------- -- ---------- 1+00 1+40 1+80 2+20 POND CROSS SECTION A -A SCALE: 1"=5' VERT Suft 205 I W" I w I lw I Fcaaml Way. WA W003 Ca12 WwIft Days BoWe You Db www.esmcivil.com 811rueoc won. I rick+ uon"p.mem I Iumcow wcnllecw. UWJ@s WWwgrmod LoeaYon Canby 0DAlITMORWA1 ESM JOB #1670-003-013 515 510 505 500 495 490 SEE DETAIL Rr I THIS SHEET 515 510 505 500 495 490 485 I mm 4 -6 PER PLAN 1-1/2" CRUSHED SURFACE J TOP COURSE 2-1/2" CRUSHED SURFACE BASE COURSE POND ACCESS ROAD NOT TO SCALE w z ESM106/05/1419f_ccrm N=160713.73 T. TD 11• ' THIRD SUBMITTAL ESM E=1306797.85 W -,� I. ESM SEE PROFILE THIS SHEET > n J MDATE aFaan: NO. REVISION I Q -T0P=505.7 SCALE: 1 " = 20' I i 20 10 0 20 TOE=504.7 �/ I n 8 37 LF, 18"0 SD I I I O POND VOLUMES 'SEE PROFILE THIS o SHEET N IW3 y B REQUIRED T a z DETENTION 54,020 CF 57,991 CF ° . z WATER QUALITY 13,640 CF 23,456 CF xF n C 3 m� N 2 m _--�7���_-,` l POND ELEV=505.75 ra ra a I I n I mm 4 -6 PER PLAN 1-1/2" CRUSHED SURFACE J TOP COURSE 2-1/2" CRUSHED SURFACE BASE COURSE POND ACCESS ROAD NOT TO SCALE 2+60 3+00 3+40 1 w z ESM106/05/1419f_ccrm 'v o o R n T. TD 2 THIRD SUBMITTAL ESM O z "z m n ESM °R'' CJR n J MDATE aFaan: NO. REVISION BYAPPR SCALE: 1 " = 20' I i 20 10 0 20 40 EXISTING GROUND n 8 I O POND VOLUMES o CaC IW3 y G REQUIRED PROVIDED a z DETENTION 54,020 CF 57,991 CF ° . z WATER QUALITY 13,640 CF 23,456 CF xF n C 3 m� N 2 m _--�7���_-,` POND ELEV=505.75 ra ra a m 2+60 3+00 3+40 1 w z ESM106/05/1419f_ccrm r � 2 THIRD SUBMITTAL ESM O LGB 3 MYLAR SUBMITTAL ESM °R'' CJR iE m� J MDATE aFaan: NO. REVISION BYAPPR i O� EXISTING GROUND N< IW3 xF DESIGN _ W.S. _--�7���_-,` POND ELEV=505.75 BERM o = i�� ELEV504.25 =------�.----- i 1� ® LF. 18"m SD W.Q. DESIGN--------------�--------------1 S=1.30% PROPOSED GRADE 0----- ELEV-498-5---------- - ----------- --ECFV-497. --- IE- 496 00'--18"0 --- -- ----- - i- -- ----.-__-- --,__ _- 1' SEDIMENT � I STORAGE ! .� 37� LF, 18"0 S -- -- ---------- _ -T5=0.50=0.50% �- PON DTT ---- ---------------- -- ---------- ELEV 493.50 CB #7 27 LF, 1 B"0; SO SEE SHEET RD -03 ® 5--9.26% CB A TYPE 2-48"0 KEYED POND BERM - RDCAGE� WG - 505.25 IE=498.37 18"0 I,,.. IE=498.37 18"0 I B 8 TYPE. 2-54"0 I STRUCTURE --- B i G 045 OE 0 IE -498 50 18"0 2+60 3+00 3+40 1 SECOND SUBMITTAL ESM106/05/1419f_ccrm r � 2 THIRD SUBMITTAL ESM O LGB 3 MYLAR SUBMITTAL ESM °R'' CJR iE m� MDATE aFaan: NO. REVISION BYAPPR 515 I = y a z V m 510 N n � O > m (� 505 ti n N a N 500 495 490 485 R=3762 13 11 - CHECKED FOR OMPLUWCE TO CITY STANDARDS 3+80 4+20 4+60 5+00 5+40 9av y POND CROSS SECTION B -B �-- 9 SCALE: 1"-20' HORIz. 1•-5' VERT. "=zo' CITY 0 F RYLEE'S PLACE 08/18/201 �I, "a REN TON POND A PLAN, CROSS SECTIONS & DETAILS ` �E' DATUM AT Fuu wvc Planning/Building/Public Works Dept. PN -01 IF XO! CIE Ilgl SV1E ILLCKYXGLY 13 X21 r � O a nO o m D $ a iE m� z 520 515 510 505 500 495 490 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA FIIIF, ,CJP »w 0+00 0+40 0+80 OUTLET TO CB #11 SCALE: 1'=20' HORIZ. 1'=5' VERT. REMOVABLE WATER— TIGHT COUPLING ELEV NOTED ON MAIN DETAIL x m s PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL NOT TO SCALE CONTRACTOR TO INSTALL FROP—T AWAY FROM STRUCTURE EDGE TO AVOID CONFLICT WITH DEBRIS CAGE FRAME & LADDER OR AND MAKE SURE FROP—T IS STEPS OFFSET. SEE IN OTESTRUCTURALLY SECURE. 7. FRAME & COVER ELEV.�' PER PLAN. y a EL. 504.55 —W.S.E. 504.25 INSTALL BRASS INFORMATION PLATE ON STRUCTURE WALL f` 4"0 ELBOW W/ NEAR LADDER.^1 1-7/8"0 ORIFICE EL. = 503.25 6"0 ELBOW W 2-1/8"0 ORIFICE EL. = 502.80 CLEANOUT GATE: 2'-0' (MIN.) SHEAR GATE 2.25' (1.5 x 1.5' = 2.25') 180 S.D. I.E. = 498.50, 1 STEPS OR LADDE L- 54" 18"01 S.D. I.E. = 498.50, 18"0 18"0 FROP TEE RESTRICTOR PLATE WITH 1"0 ORIFICE C.B. #8, TYPE 2-54"0 CONTROLSTRUCTURE SCALE: 1" = 2' 1+20 520 N o P OPOSED GRADE +� 0 ' 3m N= m EXISTING GR UND I � B uE Fdi-eM® 'i n /. 1TNd.M NSE Fw vaT lO,awc il�2glr3f916as1�;{P�'�E� ..-�— G) g � m t ICGSE �ESIGN W.S. LEV=504 25 nm I i ---.___.._ i N � ------ m _._..__._ _..__._____— W.Q. DESIGN ELEV=498.50 ______ _ ----------- •• FMIT WD11wJ by f i ZF� fi 63 LF, 18"0 SO Si --- ---'SEE C 0 S-3.25 I r6dtNYlFE �ox.1. �' M --__--- SHEETIRD-02 • 116 ill �Il�� Iy E=498.50, 18"0 ..... 0+00 0+40 0+80 OUTLET TO CB #11 SCALE: 1'=20' HORIZ. 1'=5' VERT. REMOVABLE WATER— TIGHT COUPLING ELEV NOTED ON MAIN DETAIL x m s PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL NOT TO SCALE CONTRACTOR TO INSTALL FROP—T AWAY FROM STRUCTURE EDGE TO AVOID CONFLICT WITH DEBRIS CAGE FRAME & LADDER OR AND MAKE SURE FROP—T IS STEPS OFFSET. SEE IN OTESTRUCTURALLY SECURE. 7. FRAME & COVER ELEV.�' PER PLAN. y a EL. 504.55 —W.S.E. 504.25 INSTALL BRASS INFORMATION PLATE ON STRUCTURE WALL f` 4"0 ELBOW W/ NEAR LADDER.^1 1-7/8"0 ORIFICE EL. = 503.25 6"0 ELBOW W 2-1/8"0 ORIFICE EL. = 502.80 CLEANOUT GATE: 2'-0' (MIN.) SHEAR GATE 2.25' (1.5 x 1.5' = 2.25') 180 S.D. I.E. = 498.50, 1 STEPS OR LADDE L- 54" 18"01 S.D. I.E. = 498.50, 18"0 18"0 FROP TEE RESTRICTOR PLATE WITH 1"0 ORIFICE C.B. #8, TYPE 2-54"0 CONTROLSTRUCTURE SCALE: 1" = 2' 1+20 520 N o s 3 < 2 C +� 0 ' 3m N= m _m c r m I � B uE Fdi-eM® 'i n /. 1TNd.M NSE Fw vaT lO,awc il�2glr3f916as1�;{P�'�E� i G) g � m t ICGSE ml nm I Tev, YIFE N 515 m ZE m •• FMIT WD11wJ by f i ZF� fi mRla6lsMrtFFJ Si • �� C 510'I I r6dtNYlFE �ox.1. �' M N e E • 116 ill �Il�� Iy 505 500 495 490 CONTROL STRUCTURE NOTES: 1. USE A MINIMUM OF A 54 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. PLAN VIEW SCALE: 1' = 2' Noancow�FMFCFJroer rJsua O TYPE 3 FMWL.,r,U(IWJ MY T dq bJ Aa �emeTa�ern mvJ Fuuwerur eowrnesn FJkTALL � FIHCL&VO(iyF.l rw"ur (/\ lyJ pp �ameTaunwtml wuFovrlFm,El wn osTu Oo ruc[ wFr OET LL OC CHAIN LINK FENCE TYPE 3 NOT TO SCALE YErlgOOF FA4TpYxi sT88TCFFn a�sroFOBt N o s 3 < 2 C nm 0 ' 3m N= m _m c r m I � p I n I n >• z i G) g � m t C ml nm I ,t N z m ZE m MY T dq bJ Aa �emeTa�ern mvJ Fuuwerur eowrnesn FJkTALL � FIHCL&VO(iyF.l rw"ur (/\ lyJ pp �ameTaunwtml wuFovrlFm,El wn osTu Oo ruc[ wFr OET LL OC CHAIN LINK FENCE TYPE 3 NOT TO SCALE YErlgOOF FA4TpYxi sT88TCFFn a�sroFOBt SSP-ONNIM.(BI2IYFE, J S-P-CIMNINiB121Y1£• ISRdlO1FrFJ aaTe Fo« K!K O m1ENEn sn m'vl� m F.NuOwofnoJ ESE.T b TBWYyNEfM11NSi rvF Nrt awEowx«..iu« v rN,rE rvFFc `DI I wroFr 0 CHAIN LINK GATE NOT TO SCALE TNE,oxw,E FIN Nrr,aE »xoF yRlgf OETLL OG R-376214 CHECKED FOR COMPLIANCE TO CITY STANDARDS .� 9•zy/ ® ccNsc r �� ENG."FFAs �"° 1 SECOND SUBMITTAL ESM /OS 14� 1 "=20'CITY OF 33aoo em wvenue Sown y Suite 205 n, I... wn vaoo3 �, ?� 2 THIRD SUBMITTAL ESM 7/17/14 LDB rl: 1 E I TO,, I Cell Workup Days Before You Dig www.esmcivil.com ,,F IbFS �3 MYLAR SUBMITTAL ESM /18/14 ° CJR RENTON POND A CROSS SECTIONS & DETAILS Q cxnl «n"y wm s"".ymo waw rb"ww �L, s1cme DATUM UI�Ye! v� F'�� I °ijsL 1pnpginiinl I 1i°'O0°° """"i1i"° 0/STET"' °ECHO •*I F�Fy s Planning/Building/Public Works Dept. D AWA) ESM JOB #1670-003-013 SQ L � � NO. REVISION BY DATE APPR .� . PN -02 2n 14 X21 N o s 3 < 2 C nm 0 ' 3m N= m _m c r m I � p I n I n >• z i G) g � m No C N nm I ,t N z m ZE m •• 1 ............ • �� • 116 ill �Il�� Iy ..... SSP-ONNIM.(BI2IYFE, J S-P-CIMNINiB121Y1£• ISRdlO1FrFJ aaTe Fo« K!K O m1ENEn sn m'vl� m F.NuOwofnoJ ESE.T b TBWYyNEfM11NSi rvF Nrt awEowx«..iu« v rN,rE rvFFc `DI I wroFr 0 CHAIN LINK GATE NOT TO SCALE TNE,oxw,E FIN Nrr,aE »xoF yRlgf OETLL OG R-376214 CHECKED FOR COMPLIANCE TO CITY STANDARDS .� 9•zy/ ® ccNsc r �� ENG."FFAs �"° 1 SECOND SUBMITTAL ESM /OS 14� 1 "=20'CITY OF 33aoo em wvenue Sown y Suite 205 n, I... wn vaoo3 �, ?� 2 THIRD SUBMITTAL ESM 7/17/14 LDB rl: 1 E I TO,, I Cell Workup Days Before You Dig www.esmcivil.com ,,F IbFS �3 MYLAR SUBMITTAL ESM /18/14 ° CJR RENTON POND A CROSS SECTIONS & DETAILS Q cxnl «n"y wm s"".ymo waw rb"ww �L, s1cme DATUM UI�Ye! v� F'�� I °ijsL 1pnpginiinl I 1i°'O0°° """"i1i"° 0/STET"' °ECHO •*I F�Fy s Planning/Building/Public Works Dept. D AWA) ESM JOB #1670-003-013 SQ L � � NO. REVISION BY DATE APPR .� . PN -02 2n 14 X21 1 I N o s 3 < 2 C nm 0 ' 3m N= m _m c r m I � p I n I n 1 I N o T 8 8 0 ' p a �o m _m c r 46 w m n A— 0o r � NN n >• z i G) g � m No C N nm I 3 N z m ZE m N o T 8 a 0 ' � a $ n o E _m c r 46 w m n A— 0o r O n y m w a g � m m N N T 8 0 9 m $ n o a`� CDC G w s g z g � m F -VERTICAL OR ROLLED CURB nn' 5'-,3' 2'-0" . LAI 5 W 6" CRUSHED SURFACING 5' (TYP.) Oct z U BASE COURSE I' v Q 3" COMPACTED DEPTH ATB v w p 2" COMPACTED DEPTH HMA 12.0 S.D. a a 8.0 S.S.--O SHARED ACCESS EASEMENT W �w SCALE: 1"=6' LL R I W .,... tLL.tAX. 11 2.0% CEMENT CONCRETE VERTICAL CURB AND GUTTER 12"0 S.D. 6" CRUSHED SURFACING BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA :CESS - 120TH AVE. S.E. SCALE: 1"-6' SIDEWALK �I 2 CPU UNITS 30x18 VERTICAL CURB MAILBOX SIDEWALK TRANSITION DETAIL NOT TO SCALE GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PREUMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CML ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN 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, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD 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.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPUCANFS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CIN INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CIN OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTTING 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 DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, 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 THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. Cal 2 Wmift Days Before You Db MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT. SEE NOTE NO.2 NOTES: 1. SEE SEC. 5.04. KCRS. 2. INSTALLATION OF N.D.0 ANCHOR BOLT PATTERN PER N.D.C.B.U. PEDESTAL TEMPLATE. SEE NOTE N0.2 NOTE: I�t�l SEE K.C.R.S. DWG NO. 5-010 REFLECTING CURB DETAIL FOR FRONT VIEW MAILBOX LOCAMONS NEIGHBORHOOD MAILBOX UNIT NOT TO SCALE 3/8 EXPANXMNi (TNP.) (SEF 510. PIAN F-3) CEMENT VARIES - IE MM. (SEE CONTRACT) ONONE E 9DEWALK oP s NP F a + BUFFER STRIP ` SEE NO2 I 2. 6• 2. B. CEMENT CBMENE. CURB x CUTTER Y BIO ITEM (SEE NOTE J) ORIA.Y ENTRANCE SDE SLOPE (TYP) IA MEW fEYENI Cdi[REIF PORVEW ENTRANCE TYPE 3 NOT N SCALE DRIVEWAY 5'-0" 6'-0' (BY OTHERS) 112'N (TEP.) DN'NESSED CUR nl '^I B k DUMB 2, •o CUR NOTE 3) 3/6 E (ME SIM,SIONPIANNT (F J) sEcnM O VAWES - VARIES - VARIES tA' YIN. 2'6' 10 0 2'6' to 0 (SFE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOE (TP.) r VMIES .- 6' to 0 BUFFER STRIP SEEN. O CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 5 OF 6 ADOPTED CITY OF RENIUN STANDARD PIANS NR CST DATE'04/04 DATE I REVISION BY APPR n DWG. NAME: F004-4 SP PAGE: F004.4 47' LIMITED RESIDENTIAL ACCESS 20' 5' S/W 8' PLANTER 10' 0.5' 2:1 MAX 3' MIN. 1 2.0% COVER CEMENT CONCRETE J i TMP• 5 (TYP•) VERTICAL CURB AND GUTTER "0 W.M. Q 6" CRUSHED SURFACINGJ `12"0 S.D. BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA LIMITED RESIDENTIAL ACCESS - ROAD A 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS - SCORE LINES TO BE RADIAL A TO CURB AND GUTTER 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W" -WIDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 7- CEM. GONG. CURB AND GUTTER SCORE LINES 1/2"X5" EXPANSION 1/4"/FT. SLOPE MATERIAL CURB RETURN ONLY 1/2 -RFT 1/4"/. SLOPE 1/2"R 4 �1/2"RPAVEMENT AS PER PLANS 4" 1 PAVEMENT AS PER PLANS STANDARD CEM. CORD. PARKWAY STANDARD CEM. CURB AND GUTTER CONS CURB AND GUTTER SECTION A -A SECTION B -B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS f'.FNFRAI NOTES .XMNM DUMMY .KXNTS SHALL BE PLACED NOT TO EXCEED IC C/C NOR LESS MAN 10C/C. THEY SIAL - NOT BE LESS THAN 3/16' IN THEKNESS AND SHALL BE EXTNDEO Y BROW THE GUTTER UNE. 1/2" MRU JNNTS BYALL BE PLACED AT ALL CqD JUNTE AS DI BY ENGINEER AND SHALL EXIQN 1' BELOW C NtMETE. WERE ME SOEWAUt IS TO BE PI -AMO AGAINST HIE LLRB AND GUTTER. ME MNT STALL BE A CIXB .1 I/2•X 5- EXPMVDN MATERIAL S AIT BE PLACED FRW FC.'S TO PT'S AT ALL CURB RENRNS 1/2'X4' EXPANSON MATERIAL 5NAU- BE PIAGD AT EVERY FWRM SIDEW M PANEL. ME CONCRETE MIX TEN EDEWAVS STALL CMFMM TO ME KOUIREMENTS OF CLASS B (3/4') MM AIR ENTRYNMENT.. ME CONCRETE STALL NAVE A BROM RN6T XM ALL EDGES HANNG A 2 1/2' TOOLED FINISH W EBEADE COMPACTION SNALL BE 90% (MOOTTEB PROCTOR). TYPICAL SIDEWALK ADOPTED STANDARD PUNS LSI DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 /W 47' R/ LIMITED RESIDENTIAL ACCESS 20' PAVEMENT 5' S/W 8' PLANTER 10' 10' 8' PLANTER 5' S/W � I I 2.1 MAX• I 2.0% 3' MIN. COVER 2.0% 7.0% r 5' CEMENT CONCRETE TMP. 5 (1YP•) VERTICAL CURB AND GUTTER "0 W.M. Q 6" CRUSHED SURFACING 12"0 S.D. 1= BASE COURSE 3" COMPACTED DEPTH Al. 2" COMPACTED DEPTH HMA FROM STA. 12+97.50 TO STA. 13+83.00 LIMITED RESIDENTIAL ACCESS - ROAD A R-316215 CHECKED FOR COMPLIANCE TO CITY STANDARDS ® t CONSULTING ENGINEERS LLC 0 FIRST SUBMITTAL ESM 03/28/14 SURhYFD: sGMe tEWlrx rLAw 1BIW DUE, 334DD BIN ANpnY050YM F,1' RGRMTk WD 19d/1BBI RYLEE'S PLACE 08/18/201 2340 WI I ®I ®I I 1 SECOND SUBMITTAL ESM )6/05/14 B NTS QI< CITY 0 F Petlerel.co wA98009 NEMS a NY6_ ,° 2 THIRD SUBMITTAL ESM 07/17/14 Ma RENTON ROAD CROSS SECTIONS &DETAILS P«. G www.esmcivil.comNUMPM`o P'°,'B_,W° 3 THIRD SUBMITTAL ESM 38/18/14 °PA"N` GW E,pinsM,p La,M $unyl,q Lan6 PpmNq j1)m�o �R ME MI IMCH DATUM °""'B` "" q I P,MxIN MonoBMN.nL I an°`°°' M"Hecti' C/SIE„ A CME°®• AT O. EBBE I Planning/Building/Public Works DeptIF NCE ME NOT. DT -01 ESM JOB #1670-003-013 s/�YAI q' NO. REVISION BY DATE APPR AP CYF Od WiY SEER 1S BE.71 EDS O pIO �o cc iN Z W - A Iz 1� W I; ED R O v ( m 3 W O m � n m � E � A 1 n -n y EO ti I 0 y J z ` m St r NSD ' s 3 R O v ( m X v m C O � n R O v o go D X v m C s m Z E � A M -n y EO A n rn n N a N I N R O v o go D X v m C s m Z E � A - m 5 �- 6 I A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION EXISTING STRUCTURES I TO BE REMOVED !. j i 1 _� ii — — y 4 G � n w SCALE: I" - 20'-0" z a m m a n o IOV 0 FIRST SUBMITTAL 8 n ENGINEERS LLC N v n W ®CONSULTING avoo em Avenue Sown 0 w3 20' 3 1➢ s✓fro M5 .eaeml Way, WAW00a y STATE OF 2 THIRD SUBMITTAL m � www.esmcivil.com J 7 =u LU 3 MYLAR SUBMITTAL , 1. REGISTERED M ¢ DSCARCHITECT 4 ADD TREE RETENTI( 3 2 �E N ANNE D. KNo. NO. (STING STRUCTURE TO BE REMOVED �:j ' - 0 / . 1 ,0' UTILITY EASEMENT �eaaa,�o w 0/ 10✓ \ - O TIEE SPACING . 0 C 40' O.C. (TYP.) , I O 11' 12 O t 13 Q) = 0 a) �,:j O OP EXISTING STRUCTURE TO iBE REMOVED 14 15 a, c G"zeizqp.�t2r+��.*,r�..t`v�9.^�fi 7" ®7•q!4i � 1 &.4a fit7ii1•�jP• M\IL 0 ENLARGEMENT AT STORM DRAINAGE TRACT 'A' y a G � n w SCALE: I" - 20'-0" z a m m a n o IOV 0 FIRST SUBMITTAL 8 n ENGINEERS LLC N v n W ®CONSULTING avoo em Avenue Sown 0 1 SECOND SUBMITTAL 3 1➢ s✓fro M5 .eaeml Way, WAW00a y STATE OF 2 THIRD SUBMITTAL m � www.esmcivil.com '- �.; WASHINGTON 3 MYLAR SUBMITTAL , 1. REGISTERED CW Engin-Ing IAm wrve,vN aAne Re.enN v.Nm wonv I woyn u.n"e.m.m I und..=.. DSCARCHITECT 4 ADD TREE RETENTI( ESM JOB #1670-003-013 N ANNE D. KNo. NO. 7 CE ]43 EXISTING STRUCTURE TO BE REMOVED •_ .- E 3 W fie.; i 1 121 1 r�q�Jrjj���t a4�.-o �.l• 11 '.. �44Y'!ri'Gn. ...;i45n!iLiri? -4� 1 iEXISTING STRUCTL TO REMAIN I L--- 17 NOTE: LA -02 TO FOR WEE A - WIDTH 4=� ON-SITE LANDSCAPING -d , TWP 23 N., RGE 5 E. KING COUNTY, WA W STREET TREE LEGEND SYMBOL BOTANICAL / COMMON NAME QUANTITY SIZE COMMENTS Tllla cordata Chancellor'/ CHANCELLOR LITTLELEAP 21 1- 1/2" CAI-- 545 LINDEN Ginkgo blloba 'Autumn Gold'/ AUTUMN GOLD 6 1- I/2" CAL. 545 (MALE TREES ONLY) MAIDENHAIR TREE TRACT 'A' STORM DRAINAGE PLANT LEGEND SYMBOL BOTANICAL / COMMON NAME QUANTITY COMMENTS Myrica californi" / PACIFIC WAX MYRTLE 21 11 AT. 8415 Acer circinatum / VINE MAPLE 12 6' MIN. 14% B45 3 STEM MM. Calocedrus decurrens / INCENSE CEDAR It 6' MIN. HT. B45 OMahonla aquifolium / TALL OREGON GRAPE 66 5 GAL, PULL, VIGOROUS Coryius cornuta callfornica / WESTERN HAZELNUT 18 5 GAL. FULL, VIGOROUS �i Nmphoricarpos albus / COMMON SNOWBERRY 11 5 GAL. FULL, VIGOROUS Woodier -us discolor / OCEANSPRAY Si 5 GAL. RILL, VIGOROUS ArctostaphSlos uva ural / KINN(KINNICK AS REQ'D 4" POTS 24" 01 TRANS. SP. +++++++ Rubw calycinoides / CRINKLE -LEAF CREEPER AS REQ'D 4" POTS 24" O.C. TRIANG. SP. ++++ Gaultheria shallon / SALAL AS 11 4" POTS 24" O.C. TRIANG. SP. PLANTER STRIP PLANT LEGEND 5 SYMBOL BOTANICAL / COIZEMMON NAME QUANTITY SCOMMENTS Cornus kousa / CHINESE DOGWOOD 10 1" CAL. FULL, VIGOROUS Styrax japonica / JAPANESE SNOWBELL 13 P CAL. RILL, VIGOROUS l Callum vulgaris / SCOTCH HEATHER 231 5 GAL. WHITE OR PINK Lavendula anguetifolla 'Munetead' / ENG. LAVENDER 162 5 GAL. RILL, BUSHY n' Festuea giauca 'Ovina' / COMPACT BLUE FESCUE 158 5 GAL. FULL, BUSHY Santolina chamaecypariesue / LAVENDER COTTON 10 5 GAL. RILL, VIGOROUS Artemesia 'Powis Castle' / POWIS CASTLE ARTEMSIA 121 2 GAL. PULL, VIGOROUS Papaver epp. / POPPY FLOWER AS REQ'D 4" POTS 12" O.C. TRIANG. SP. LAWN- SEE SPECIFICATION ON SHEET LA -02 SCALE: 1" = 40' 40' 20' 0 40' 80' CONTOUR INTERVAL = 1' CHECKED FOR COMPLIANCE TO CIN STANDARDS �C7 � R-316216 ESM 03/28/141 1""" vtRlroa: x.w Im RYLEE'S PLACE ESM 1 "=4D• Qs 4 CITY OF o6 05 14 oEyp� ESM o„17/14 LDK .� R E N TO N ESM 08/1014 LDK LANDSCAPE PLAN LAN ESM 10/01/14 o.oan: DATUM A*�w.c I Planning/Building/Public Works Dept. i IYR pE Nbl REVISION BY DATE APPR """"aT”' """' Nay CT,). 10/01/201 RfICO]PL LA -01 y a G � n w O z a m m a n o IOV h cwD G 8 n y B G � n w O as a M z a n o a � h cwD G 8 n N v n W 0 N a 3 1➢ � y m m m M y G � n w a a z a n o h cwD 8 n N v n W N a N � y M a n o D C m i y m EQUAL SPACING F o• $� o' DISEASED AND �0 o BROKEN BRANCHES IR DIA OF PLANT REMOVE TOP 1/3 OF BURLAP OR AS SHOWN ON DRAWING PLANT V HIGHER THAN 2" SETTLED DEPTH FINE IN NURSERY GRADE BARK MULCH EDGE OF PAVING OR PLANTING; BED FINISH GRADE SHRUB AND GROUNDCOVER (4-21 FERTILIZER TABLETS p �'�� �. -�����< (4-2I GRAM -20-10-5) W SPACING DETAIL / / AMEND NATIVE SOIL WITH z / 1 NOT 70 WALE r\`o��i�`i�`�\i�`i'�`i�`i�`'`:�\i��" IS" DEPTH 3 -WAY MIX COMPACT AND WATER THOOIL ROUGHLY v Q IRI NATIVE SOIL MOUND w i (L a � 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL W _ - �. NOT TO SCALE W -j / , 1,0197711 IBJ r i HYDROSEED MIX FOR FINE LAWN AREAS PROPORTION oFs LDK NAME BY WEIGHT GERMINATION 0 TRIPLE BLEND PERENNIAL 1091. 90 ®CONSULTING RYEGRASS- TURF QUALITY acouu FINE FESCUE 309" 90 SECOND SUBMITTAL APPLICATION RATE THIRD SUBMITTAL 111 LBS. / 1,000 SF, STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NOTES SEEDRAREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM MYLAR SUBMITTAL ANY PLANTED TREE OR SHRUB. ADD TREE RETENTION USE APPROXIMATELY 13-10 LBS. OF 10-20-20 N -P -K FERTILIZER PER Wa sury fine W.e R...I, I rAt.m N".oq m.m I L.M, a Nv<wn 1000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. O° WOOD NO. CELLULOSE FIBER MULCH PER 1000 SQUARE FEET IN ALL AREAS TO BE ESM JOB #1670-003-013 SEEDED. c� SEEDING SEASON IS LIMITED TO MARCH 1- MAY 15 E AUGUST IS - OCTOBER I. m SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED REFER TO SHEET OR BETTER, AS OUTLINED IN WSDA "RULES FOR SEED CERTIFICATION", LA -01 FOR LATEST EDITION. LANDSCAPING IN TRACT 'A' F®.1���1��� w�IlwREFER To SPECIFICATION ilE R To SPECIES �'-j•�ee !®�•O'►d~•wirS®���., _ ,��,��J STREET TRE -E- TYFI STREET LIGHT- TYP- �. q as8f" a A� oTi.�o pi7.0 •. Q,.R P. - ewo e: -� ►f •;: ': 'os.�A • .. NOT DIG BEFORE SUBGRADES, INCLUDINGBERMS, . WITHIN I/IOTH FOOTPROVIDED BY GENERAL STAPLE TREE 11;ZEINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE Q GALVANIZED STEEL WIRE TIESLu �y DETAIL PRIAJE DISEASED AND 1.- BROKEN BRANCHES 2" MAX. �? HOSE AND WIRE TIES, SEE DETAIL ABOVE 2x2 PINE TREE STAKES — 2x2 PINE I STAKES SET STAKES PERPENDICULAR SET STAKES PERPENDICULAR TO PREVAILING WIND TO PREVAILING WIND INSTALL "TREE BOOT" OR — �7 REMOVE BINDING MATERIAL AND Lu X TOP 1/3 OF BURLAP "ATREE IN LAWN AREAS. m PLANTANT TREE I"-2" HIGHER Iy WATERING BASN C_ a THAN IN NURSERY FINISH C 2" SETTLED DEPTH FNE WATERING BASIN GRADE – GRADE BARK MULCH AMEND NATIVE SOIL W/ 6" DEPTH 3 -WAY MIX AMEND NATIVE SOIL WITH PLANTING SOIL II DEPTH 3 -WAY MIX TOPSOIL FERTILIZER TABLETS UNDISTURBED GROUND -21 GRAM -20-10-5) `ii i 12" MIN FOR WOOD IS' MN. "`%a�i��i� ,yj�`ii� `�`��`ij:` SCARIFY PIT SIDES AND BOTTOM STAKES 4 IS" FOR REBAR ^```��`�• FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH CONIFEROUS TREE PLANTING & STAKING DETAIL DECIDUOUS TREE PLAN NOT TO SCALE NOT TO �jUG 7 WIDTH n STAPLE 3 SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. TSE 4. APPLY 6" DEPTH TYPICAL 3 -WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTWEIRWISE NOTED. APPLY 5. APPLY 2" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING ALAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, FI OR TANNIN AND SHALL NOT CONTAIN ANY REINFORCED RUBBER HOSE COMPOUNDS DETRIMENTAL TO PLANT GROWTH. OR VINYL WITH I6 GAUGE GALVANIZED STEEL WIRE TIES 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR DETAIL UNFORESEEN FIELD CONDITIONS 70 THE ATTENTION OF THE LANDSCAPE ARCHITECT. T. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. —PRUNE DISEASED AND S. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING BROKEN BRANCHES CONDITION. TREE CALIPER SHALL BE MEASURED 6" ABOVE GROUND. —HOSE 4 WIRE TIES, 3. ALL PLANT MATERIAL SHALL CONJ R'1 TO ANSI STANDARD FOR NURSERY STOCK, SEE DETAIL ABOVE LATEST EDITION. —REMOVE BINDING TWINE 4 TOP 10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND 11. SPECIFIED PLANT SPACING; IN PLANT LEGEND SUPERSEDES SYMBOLS SHOWN ON PLANS. BARK MULCH 12. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. FERTILIZER TABLETS 13. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A MINIMUM O' 12" —(4-2I GRAM -20-10-5) �\ UNLESS OTHERWISE NOTED. 14. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE i SCARIFY PLANTING; PIT RILL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT % SIDES AND BOTTOM MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE 6" DEEP, FIRM, NATIVE OWNER SOIL MOUND 15. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES 70 BE REMOVED AFTER ONE FULL GROWING SEASON. TREEE$ THAT HAVE DIED WITHIN THE ONE IN HEAVY SOILS, AUGER 5"x6' DEEP YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER NOL£ (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD THE DETAIL. DRAINAGE PRIOR TO PLANTING. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND STAKING DETAIL ACCEPTANCE BY AUTHORIZING AGENCY AND / OR OWNER IT. ANY WORK WITHIN THE TREE RETENTION AREA SHALL BE DONE BY HAND OR BY LIGHT EQUIPMENT AND SIGNIFICANT DISTURBANCE OF THE EXISTING GRADE AND / OR VEGETATION WITHIN THE TREE RETENTION AREA IS NOT PERMITTED. ESM 06/05/14 oFs LDK ESM 07/17/14 0 FIRST SUBMITTAL ®CONSULTING ENGINEERS LLC a oo em A.... scum I ® I ®I I acouu 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL suite== Fem.el Way, WA seooa wr r n>.iu www.esmcivii.com 1i°'-°°°' X50°1963_:`® STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 3 MYLAR SUBMITTAL 4 ADD TREE RETENTION c.i E min«nni Pu.. wore. Wa sury fine W.e R...I, I rAt.m N".oq m.m I L.M, a Nv<wn ANNE D. KUHLMAN CERTIFICATE No. 743 NO. REVISION ESM JOB #1670-003-013 WIDTH n STAPLE 3 SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. TSE 4. APPLY 6" DEPTH TYPICAL 3 -WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTWEIRWISE NOTED. APPLY 5. APPLY 2" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING ALAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, FI OR TANNIN AND SHALL NOT CONTAIN ANY REINFORCED RUBBER HOSE COMPOUNDS DETRIMENTAL TO PLANT GROWTH. OR VINYL WITH I6 GAUGE GALVANIZED STEEL WIRE TIES 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR DETAIL UNFORESEEN FIELD CONDITIONS 70 THE ATTENTION OF THE LANDSCAPE ARCHITECT. T. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. —PRUNE DISEASED AND S. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING BROKEN BRANCHES CONDITION. TREE CALIPER SHALL BE MEASURED 6" ABOVE GROUND. —HOSE 4 WIRE TIES, 3. ALL PLANT MATERIAL SHALL CONJ R'1 TO ANSI STANDARD FOR NURSERY STOCK, SEE DETAIL ABOVE LATEST EDITION. —REMOVE BINDING TWINE 4 TOP 10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND 11. SPECIFIED PLANT SPACING; IN PLANT LEGEND SUPERSEDES SYMBOLS SHOWN ON PLANS. BARK MULCH 12. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. FERTILIZER TABLETS 13. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A MINIMUM O' 12" —(4-2I GRAM -20-10-5) �\ UNLESS OTHERWISE NOTED. 14. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE i SCARIFY PLANTING; PIT RILL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT % SIDES AND BOTTOM MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE 6" DEEP, FIRM, NATIVE OWNER SOIL MOUND 15. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES 70 BE REMOVED AFTER ONE FULL GROWING SEASON. TREEE$ THAT HAVE DIED WITHIN THE ONE IN HEAVY SOILS, AUGER 5"x6' DEEP YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER NOL£ (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD THE DETAIL. DRAINAGE PRIOR TO PLANTING. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND STAKING DETAIL ACCEPTANCE BY AUTHORIZING AGENCY AND / OR OWNER IT. ANY WORK WITHIN THE TREE RETENTION AREA SHALL BE DONE BY HAND OR BY LIGHT EQUIPMENT AND SIGNIFICANT DISTURBANCE OF THE EXISTING GRADE AND / OR VEGETATION WITHIN THE TREE RETENTION AREA IS NOT PERMITTED. ESM 06/05/14 oFs LDK ESM 07/17/14 ESM 08/18/14 LDK ESM 10/01/14 acouu BY DATE APPR C AP i7 a R-376211 CHECKED FOR COMPLIANCE TO CITY STANDARDS t 4 sCNe ==1 RYLEE'S PLACE 10/01/201 NTS °�� -° '°��'°°' �� CITY 0 F -� RENTON LANDSCAPE PLAN DETAILS & NOTES I ..rum use I Planning/Building/Public Works Dept. I--- IF xor ONE Ixa sem, oy: swE •emimw�xr 17 22 Com: c2_��ar� 0 8 0 O a v mm 3 C m 3 G a 1 ro z G a • Im ' g Z_ p j s 4 ; = C a a m 3 0 8 < O a v p o $ v o C m� G a 1 o = n G a • Im ' g Z_ O ; 3 £ > 'm - 4 ; = C a a m 3 c� sz N a m M M 0 8 < l I S z n 00 To R a 1 o = n G a • Im ' g 71 O ; 3 £ > 'm - w c� N a N 1 8 O p 00 To R � m z G a • In � m W C A PORTION OF THE SW 11A OF THE SW 1/4 OF SECTION 33 TWP 23 N RGE V, E KING COUNTY WA i � L - a v ° <, • City of Renton I m r-� TREE RETENTION n WORKSHEET EXISTING TREES TO BE I RETAINED- TYPICAL 1. Total number c* trees over 0 in alameter' on project site 1. _142 trees EXISTING TREES TO BE } SYMBOL. REMOVED- TYPICAL I ( 2. Deductions. Certain trees are excicoed from the retention calculation. SYMBOL Trees that are load, diseased or dangerous _0_trees Trees in proposed public Streets _ie_ trees � 5 Trees In proposed onvate access easenrentsrtracts _3 _trees '- Treesin critical areas' and buffers _0_trees 1 } � I Tatal number of oxclutlatl trees: _ _19i i l1 W 3. subtract Ilna 2frOm line 1'. 3. —123 trees a W 4. Nextto determrnethe number of trees that must be retained'. multiply Nne3by: Z (� .3 ir zones RC. R-0. R-9, a1 R-5 v 0.7 mall o•.her residential zoms U Q 6051, all ca mmelcial and,,d=FiI l zanes 4. 37 trees W 0 J / r 1 5. Lis: the number of u' or larger trees that you are proposing` to retain': ri / I 5. 38 treesEXISj 1 r 1 SHALL 5E FEC D. BE SAVED SCALE: 1" = 30' 6. Subtract llrre 5tram ly-r- rtreesto be er-c-ed. 6. 1 trees � I SHALL BE FENCED. REFER TO II ;«,I«m.«<a ��"<<. I<a«<�am<M b-«m<;<,..<oI. W } 4 TREE PROTECTION MEASURES PER CITY OF RENTON, THIS SHEET. I i Multiply line6b, 12" for ,umbar of required replacement inches: W D a 30' 15' O 30' 60' I a 0 J W REFER TO SHEET FIN -02 FOR 7. _N/fl inches n a D El CO CHAINLINK FENCING DETAIL. CONTOUR INTERVAL = 1' I a CDC } Q In S Proposed si_e of trees to meet additional planting requirement a m G — _ _ _ _._-- _ _ _ _ _ _ = W Im.....w. ^_,.,FCE.I ttE�rr,:,ml 8. NIA inches m Z —� U I per tree e a O 9 7bs Il replacement z be D Chide line line 8fo� number o` cameo E. � 9. NIA tre C - _ _ - 9 a. es<aei ay usoe<s sE cenem os alum oYe #EAn fdyAErMIYvbEnpe,erica, u 3 ea Fri a) Ne unw A ria row "mlivw<Ir cn�a ox. rl °r ms naoapl ES arowe<e<Esm<s. ale abmn seamaHlsaol 1 Z M n n m ria coal lreuc). 7 -i ,,I TRACT A I ; W c m rm v sm b<Inxrca n 1 mEm wem mauvms ! P.((STORM DRAINAGE) 8 n<uv.iY a' wEP4SVn otlnSltt Ger4mganta emHEm¢EWIo1NSmawnwnnEttol ,1'I I J <SP FrICN llaM] 1— 1A EIV ;FfF OIVEE5.Ma0;Omr.Y[.EOYIkIS 34 MIt501➢EE52Nn<Y VIHIC Vri = W nae d¢Er<4<Yntlmn2'cat b<us<atomMlN<o-tt lW.I.'r<pwaUt. -- W 14;nS4g1IIF11035116tP,A3VlilmaeWTa..&4a[mw6k.1 31131HLde 1Jrb 1 N� \ \ - TREE PROTECTION MEASURES PER CITY OF RENTON TREE PROTECTION MEASURES FOR ALL RETAINED TREES: 1 =� � __ , / A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL 9 I IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. I ROAD A B. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT C67 �UMTfFD RESIDENTIAL ACCESS)— HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, 'NO TRESPASSING - PROTECTED TREES" OR ON EACH 'SIDE OF THE FENCING IF LESS THAN FIFTY FEET (502 SITE ACCESS TO INDIVIDUALLY PROTECTED TREES J — — — — — — — — N p /OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL B£ FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS _X —— — — — — _ — — — — _ — I ARE MOVING NEAR TREES- { 10 I ✓ C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS m j na TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE s E, m or O TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE- D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE I �- n 17 RETAINED. m 12 13 14 15 I 1 6 I I E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND I ' ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS= (1) w lv THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR CIU AN AREA AROUND THE TREE EQUAL TO ONE 11 I I I AND ONE-HALF FEET (1-1/27 IN DIAMETER FOR EACH ONE INCH (I") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5616, 12-3-2012) _ F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED L- — — — --4 — — — — — — — — — -J J I COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO - — -- INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5616, 12-3-2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER EXISTING TREE LEGEND TREE RETENTION NOTE: AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE DOUGLAS FIR CTO BE RETAINED) EXISTING TREES PREVIOUSLY SHOWN AS RETAINED AROUND THE DETENTION POND ARE NO EQUAL OR GREATER TREE PROTECTION. LONGER VIABLE TO RETAIN DUE TO THE REQUIRED GRADING FOR THE POND. THE TOTAL NUMBER OF TREES TO BE RETAINED ON THE PROJECT SITE IS 3a. PER THE TREE RETENTION CHECKED FOR COMPLIANCE TO CITY STANDARDS r MAPLE (TO BE RETAINED) WORKSHEET SHOWN ON THIS SHEET, 31 TREES ARE REQUIRED TO BE SAVED, THEREFORE, NO ��0r..w0 REPLACEMENT TREES ARE REQUIRED.�Q a � C3 �^'� �0 D ( j CEDAR CTO BE RETAINED) R=3162 18 z ° n r\ G7 \ �i DRIP LINE o 9z �✓ ® CONSULTING ENGINEERS LLC a D FIRST SUBMITTAL ESM 03/28/14 ° �' w¢ � 2 Z 33400 8th Avenue South ".19wv'I,i <, T RYLEE'S PLACE 08/18/2014 ® ®� ®r I 1 SECOND SUBMITTAL ESM 06/05/14 �s 1 =2D� U t1 CITY Y O EXISTING ON-SITE SIGNIFICANT TREE soeo3os LOB "Iae E: iatlerHl way, wn woos STATE OF 2 THIRD SUBMITTAL ESM 0]/1]/14 r T C6" DBH MIN.) TO BE REMOVED- '� RLN ION °" www.esmcivil.com a"EI n,-w� WASHINGTON bw,x<u: I..,I. REGISTERED 3 MYLAR SUBMITTAL ESM Da/16,4 CJR TREE RETENTION PLAN aua xo TYPICAL SYMBOL crn Enyln<Eanv mm survIyna ia.a Pie".I"a oxE Ixcx °,ml;< won. °,opal H..oy<m.m L°s.<°°• a<mt.<w.. DSCAP 4 ADD TREE RETENTION PLAN ESM 10/01/14 wELxcP: DATUM / •*anM wlc Planning/Building/Public Works Dept. -03 I Hor orc Ncx ESM JOB #1670-003-013 LEANNE D. KUHLMAN NU. REVISION BY DATE APPR /D De CERIIFICATE No. 743 18 22 w Q 03/28/14 Z U U Q w o J a d 10/14/14 STA.=11+09.78, 1/4 A w6 lu SHARED W JOINT UTILITY TRENCH m'_� 0.,0 509.72 oim �0 508.95 rr E-1 10' WATER EASEMENT m 10 SEE SHEET RD -03 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA FOR CONTINUATION 22' PUBLIC SHARED ACCESS EASEMENT 7SEE SHWS'H' EEP RD -04 03/28/14 ( ,; a0i, /n/14 ESM 8/18/14 0! 0 10/14/14 STA.=11+09.78, 1/4 A w6 507.92 SHARED 525 JOINT UTILITY TRENCH m'_� 0.,0 509.72 oim �0 508.95 A=270'53'43" R=45.00' -510-- 3/4 A co (NP') co STA.=9+79.42, PVI STA: :11+20.25 STA. 10+00.00; 31.50' LT. co I 520 -_- 54.38' LT. CENTER OF CUL-DE-SAC LP STA: :11+20.25 .---- TG=510.13 _- _............._ ELEV:- 509:68--_ .._. STA.=9+70.63, ._._._-. .. _.LP.._ELEV:__508,11_. ! � 12 IE=505.04, 8"0 12.49' RT. 6"0 S.D. ® 2.0% . - 0 M IE=506.44, 8"0 3 14 STA.=11+49.48, MIN. (NP) I� m 15 STA.=11+75.22, 2 0 '--- CB #19, TYPE 1 o 1 _ -" n W/ BI-DIRECTIONAL GRATE 515 STA 10+23.05, 69.24' LT N / a \ a 1-16 UNIT NEIGHBORHOOD I C'=510.58 IE 506.67, 6"0� Co /TG=510.56 , IE=507.13, 6"0 PROPOSED WATER f \. ' STA. 10+00.00, 31.50' LT.-�\ ._ CENTER OF CUL-DE-SAC 20' PUBLIC SHARED ACCESS EASEMENT I MAILBOX, SEE DETAIL SHEET DT -01 CB #15, TYPE 2-48"0 CB #14, TYPE 2-48"0 W/ BI-DIRECTIONAL GRATE STA 12+01.30, 10.22' LT CB #17, TYPE 2-48"0 STA 11+20.25, 10.22' LT \ STA 10+58.44, 17.85' IT ROTATE STRUCTURE 180' ROTATE STRUCTURE 180' co TG -50963 KEY MAP ' TG=50876 TG=508.69 TG=509.23 IE=505.63, 6 co Co"0 DRIVEWAY APPROACH TABLE \ IE=504.73, 6"0 IE=504.09, 6"0 IE=505.23, 6'0 2 LF, 12'0 SDIr \ N 5' SIDEWALK. IT1 Z • 62 LF, 12"0 Sp 79 IF, 18"0 SO r 27�LF 12"0 SD 3 W. �1 .- 11+00 20 LF, 12"0 SD , \ >� 2 + �� r O ,.,.: ------- --------------- ---- ... OO5' SIDEWALK ..... ----------- --------------- .� .. - - 1' MAX. FROM BACK Of co co `, SIDEWALK (TYP.) TG=509.26 TG=510.20 TG=509.39 OFFSET FOR CLARITY IE=504.86, 6"0 IE=506.03, 6"0 IE=504.65, 6"0 C TG=S 6 111=503.62, 6"0 DRIVEWAY APPROACH PER TG=510.34 10' PRIVATE JOINT CB #18, TYPE 1 DETAIL ON SHEET DT -07 IE=506.34, 6"0 STA 10+58 .44, 9.22' RT CB #16, TYPE 1 UTILITY ESMY. (TYP.) [ (TYP.) f W/ THRU CURB INLET 12 13 14 (Jl AND BI-DIRECTIONAL GRATE 15 STA 11+20.25. 9.54' RT 27 ROAD A 03/28/14 a0j m!T a0i, /n/14 ESM 8/18/14 0! 0 10/14/14 STA.=11+09.78, 1/4 A w6 507.92 SHARED 525 U'c! Uw m;00 NIo No m'_� 0.,0 509.72 oim �0 508.95 A=270'53'43" R=45.00' -510-- 3/4 A 7 STA.=9+79.42, PVI STA: :11+20.25 STA. 10+00.00; 31.50' LT. 8 520 -_- 54.38' LT. CENTER OF CUL-DE-SAC LP STA: :11+20.25 .---- _- ___..._.. - _- _............._ ELEV:- 509:68--_ .._. STA.=9+70.63, ._._._-. .. _.LP.._ELEV:__508,11_. K: 33.33 12 0 12.49' RT. 509.72 13 STA.=10+35.48, 0 M 508.84 14 STA.=11+49.48, C5 m 15 STA.=11+75.22, 10.00' RT. 0 + o o n 515 N a a I i 51.0 50 5 - _ ---' -- CB #19, TYPE 1 500 l W/ BI-DIRECTIONAL GRAT -- -- -7G-509.39 IE=504.43 2"0 IE=504.43 12"0 CB H2O SEE SHEET R 495 I i 9+60i 10+00 �1'I CONSULTING ENGINEE RS LLC 1� 33000BMAwnu Soulh Feae Way. WA 99om _ Cal 2 Worlwo Days Before You Dig www.esmcivii.com II �- 811 CMI E gTnoonn9 hblle Wo,ko I R.o S X' ........ u'p me„1 L�"aMemp"I2lrlleclu Ulities Underground Location Center ESM JOB #1670-003-013 'Ry�•h (D,MT,I•D,OB,WA) 27 ROAD A 03/28/14 ESM614 N:0 (LIMITED RESIDENTIAL ACCESS) /n/14 ESM 8/18/14 ESM 10/14/14 STA.=11+09.78, 1/4 A w6 507.92 SHARED I U'c! Uw m;00 NIo No m'_� 0.,0 509.72 oim �0 508.95 A=270'53'43" R=45.00' -510-- 3/4 A 7 STA.=9+79.42, PVI STA: :11+20.25 510.21 8 PVI ELEV: 507.73 54.38' LT. 509.89 LP STA: :11+20.25 19.35' LT, 510.00 10 STA.=9+70.63, _.LP.._ELEV:__508,11_. K: 33.33 GRADE ®, CE 1 1 20 LF, 112"0 ® S=0:50% 1� 15 6"0 TG=507.90 65 12"0 IE- =503.51 6"0' IE=503.01 12"0 10+80 0 FIRST SUBMITTAL 1 SECOND SUBMBTAL 2 THIRD SUBMITTAL 3 MYLAR SUBMITTAL 4 FIELD CHANGE #1 NO. REVISION f//EXISTING GRADE 1+20 RUCTURE 180': ' 12"0 12"0 6,,"0 18"0 ESM 03/28/14 ESM614 N:0 ESM /n/14 ESM 8/18/14 ESM 10/14/14 BY I DATE I APP N N m. ON N:0 2 STA.=11+35.78, LOT # STATION - OFFSET - ELEVATION 2 STA.=11+35.78, ---- 10.00' LT. 507.94 3 STA.=11+09.78, 1/4 A 10.00' LT. 507.92 SHARED STA.=10+23.46, ---- 69.90' LT. 509.72 DWY 508.95 A=270'53'43" R=45.00' -510-- 3/4 A 7 STA.=9+79.42, 71.52' LT. 510.21 8 STA.=9+61.25, 54.38' LT. 509.89 9 STA.=9+56.67, 19.35' LT, 510.00 10 STA.=9+70.63, 2.59' RT. 509.90 12 STA.=10+09.48, 12.49' RT. 509.72 13 STA.=10+35.48, 10.00' RT. 508.84 14 STA.=11+49.48, 10.00' RT. 508.03 15 STA.=11+75.22, 10.00' RT. 1 508.38 *SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 525 O �j O CURB F TABLE STATION OFFSET ELEV. 10+12.43 10 'N----- 509.19 ---- BCR 1 ---- -- 1/4 A 0 - -- 509.91 HP ---- 509.64 10+43.44 1/2FIZ- A 508.95 A=270'53'43" R=45.00' -510-- 3/4 A W_ ECR to STATION OFFSET ELEV. 10+12.43 11.75' RT. 509.19 ---- ---- 509.76 ---- -- 509.92 --- - -- 509.91 -- ---- 509.64 10+43.44 43.25' LT. 508.95 A=270'53'43" R=45.00' L=212.76' W 505 O CURB R TABLE BCR 1/2 A ECR 500 STATION OFFSET ELEV. 10+12.43 11.75' RT 509.19 ---_ --_ 50 .10 10+24.85 10.00' RT. 509.00 A=16'01'56" R=45.00' L=12.59' O CURB Fi TABLE ._�.r _ CB 14TYPE 2-48"0 ' 495 BCR '--------'-_-__--.-------- 1/4 A ROTATE STRUCTURE 180' 1/2 A ' TG=508.75 IE 502.01 18"0 3/4 A IE=502.01 18"0 ECR SCALE: 1"=20' HORI2. 1"=5' VERT. 20 10 0 20 40 12+00 12+40 amr•.vEu. seuc wawa: x�ro ,aex 1,.=20 a¢axW xw , ,�, F., CITY OF LGB .� RENTON owa�rL �R . Arl RII� I Planning/Building/Public Works Dept. R xm axe Ixex R �,@ rue ,cmlmxR.r OFFSET ELEV. 44 43.25' LT. 508.95 ;SLTA',l.LN 508.74 -- 508.51 508.29 .88 10.00' LT. 508.07 Q=74'51'50" R=45.00' L=58.80' 12+00 12+40 amr•.vEu. seuc wawa: x�ro ,aex 1,.=20 a¢axW xw , ,�, F., CITY OF LGB .� RENTON owa�rL �R . Arl RII� I Planning/Building/Public Works Dept. R xm axe Ixex R �,@ rue ,cmlmxR.r STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION O MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS ggga p CONSTRUCTED AS PART OF THIS SUBDIVISION. c C COMPLIANCE WITH THIS REQUIREMENT WILL BE G ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR g` z RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN B z APPLICATION IS MADE FOR A SINGLE FAMILY C RESIDENTIAL BUILDING PERMIT FOR EACH LOT. i 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS 9 SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD I z m REPAIR BY EACH LOT OWNER. z m 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING n INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATES INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE _ STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE < COST OF ANY ADDITIONAL CCTV INSPECTION, L J EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE + a CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ? COSTS INCURRED IN THE CCN INSPECTION I G ti O PERFORMED SOLELY FOR THE BENEFIT OF THE - DEVELOPER. c» n VIDEO TO BE PROVIDED TO CITY INSPECTOR. a n I . 8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. a N ALLOWABLE PIPE MATERIALS N 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) (NOT FOR MAIN CONVEYANCE) R=376219 CHECKED FOR COMPLIANCE TO CITY STANDARDS m Z z � RYLEE'S PLACE ROAD AND STORM PLAN AND PROFILE 10/14/201 R� zanw w. RD -01 n STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION O MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS ggga p CONSTRUCTED AS PART OF THIS SUBDIVISION. c C COMPLIANCE WITH THIS REQUIREMENT WILL BE G ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR g` z RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN B z APPLICATION IS MADE FOR A SINGLE FAMILY C RESIDENTIAL BUILDING PERMIT FOR EACH LOT. i 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS 9 SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD I z m REPAIR BY EACH LOT OWNER. z m 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING n INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATES INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE _ STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE < COST OF ANY ADDITIONAL CCTV INSPECTION, L J EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE + a CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ? COSTS INCURRED IN THE CCN INSPECTION I G ti O PERFORMED SOLELY FOR THE BENEFIT OF THE - DEVELOPER. c» n VIDEO TO BE PROVIDED TO CITY INSPECTOR. a n I . 8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. a N ALLOWABLE PIPE MATERIALS N 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) (NOT FOR MAIN CONVEYANCE) R=376219 CHECKED FOR COMPLIANCE TO CITY STANDARDS m Z z � RYLEE'S PLACE ROAD AND STORM PLAN AND PROFILE 10/14/201 R� zanw w. RD -01 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 120TH AVE. S.E. SEE SHEET RD -03 STA. 12+97.50 TO STA. 13+83.00 SIDEWALK AND LANDSCAPE STRIP SLOPE TO POND. SEE CROSS TRACT A SECTION SHEET DT -01 (STORM DRAINAGE) I 60' EXISTING R/W ; SCALE: 1"-20' HORIz. 1"=5' VERT. 20 10 0 20 40 CB #7A, / I I SHEET PN-Ot----- I W J I �! �ry CB #fi, W ` SEE SHEET PN -01 - (- i J CB #11, TYPE 2-48"0 _ ..v , - I Q STA 12+83.24, 10.22' LT __-_----- ^7� �, B #fi, TYPE 1 - ; I ~ I - = z _ w ROTATE STRUCTURE 180' - - + !I I w W CB #12, TYPE 1 II,U W/ THRU CURB INLET' -�- !'� 'I ADA RAMP #1 SEE - W z 82 LF, 18"0 SD _ AND 81 DIRECTIONAL GRATE ", N = w Ci STA 13+72.73, 9.22' LT STA 14+32 77 9.95 LT I ' I , N STORM NOTES: Q / I r KEY MAP w DRIVEWAY APPROACH PER'--- - - --- 1. 'Y- ✓- R 25 / %I 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON o J DETAIL ON SHEET DT -02 - -- ----- _ ADA RAMP #2 SEE ,' �,' i c LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL a a (TYP.) -- -- .SHEET RD 04 ,I ! I ! ! CB #7, BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. - - - _ I ' SEE SHEET RD -03 COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE �+''. ` 5' SIDEWALK `: 4 I ;� - DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE ,� REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL W �; 91 LF, 12"4 SD i I L r _ ALLOWABLE PIPE MATERIALS BUILDING PERMIT FOR EACH LOT. _I _ - I I 1 REINFORCED CONCRETE PIPE 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED o } N -- -- -- -'- - -- - - -- `-- ---' - - - - li - I"' I MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. R 35' 18 LF, 12 0 SD 20 LF 12"0 SO _ - 2. DUCTILE IRON TER SUPPLY, LASS 50 OR ) 3. BE VIDEOED FOLLOWING INSTALLATION PER - T I I ! r (W LY C STORM FOLLOWING EPROCEDURE: L z N m _.... 3 PE ALSO H = 1 _ _ KNOWN AS HDPE PIPE OR HPE (SW A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN TT1(n o_ -- - ----- I ': I E DPP) INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION o 1*��I "" PROPOSED WATER I < l -I_ L PROJECT STORM DRAIN LINES AND CONNECTING SOLID WALL POLYETHYLENE -- _ _ SHALL INCLUDE AL I ;;-,I - -- -- „! _ _ 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY 3 5' SIDEWALK �'_ - -� '�" INT'X (NOT FOR MAIN CONVEYANCE) OWNED MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER 0 1 N-------------------------------- ---- --- ----- - sr 52 4 12or p ... ............ .. - _ = A. + H AVE S.E. I I I STA. 14+77.42, ROAD A DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE R 35 I ; /, > 00 STRUCTURES SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE i . ,..... _ _,. .� _ _ - ;� J � WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE TTY WILL I S S C D P i _ _ ADA RAMP #3 SEE l i CB DRIVEWAY APPROACH TABLE ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE 0 ' ` - SHEET RD -04 R=25' 1 _ #4, BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS t JOINT UTILITY o \ '! ! _ SEE SHEET RD -03 COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH 10' PRIVATE JOINT TRENCH (TYP.) T G I / I PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM UTILITY ESMT. (TYP.)CB #5, TYPE 1 I I 4 LOT # STATION - OFFSET - ELEVATION CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE GO CB #13, TYPE 1 W/ THRU CURB INLET (I APPROVED PROJECT CONSTRUCTION PLANS. TG=510.26 • : B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL IE=506.27, 6"0 STA 13+72.73, 9.22' RT AND BI-DIRECTIONAL GRATE }� _ STA 14+32.77, 10.31' RT ,I- -- TR -A STA.=14+06.09, 10.00' LT. 504.59 BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL r` BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND 6"0 S.D. ® 0.59 1' MAX. FROM BACK OF 1 ! I / '.I 1 STA.=12+54.37, 10.00' LT. 509.52 DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL MIN. (NPI SIDEWALK (NP.) 1 c0 ` co 42 LF, 12"4 SD T - - --- - CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY OFFSET FOR CLARITY iG=s0s.5' , ` rG=Sae.oa ` I „I _ _! CB #3 16 STA.=12+42.29, 10.00' RT. 509.36 BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID IE=50✓✓2.488,, 6--"00 l IE=502.18, 6"0 JJ ADA RAMP #4 SEE �- ,{I ! I o DEFICIENCY. 16 I i SEE SHEET RD -03 C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN 1 7 SHEET RD -04 ;i ! f ,�, j s CONNECT 6"0 SO TO EX. ROOF DRAIN ,' 41 * SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE SYSTEM CONTRACTOR TO VERIFY SIZE, I �j { I DEVELOPER. LOCATION AND DEPTH PRIOR ` TO ROAD AVE. S. E. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ROAD A SEE SHEET RD -03 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 (LIMITED RESIDENTIAL ACCESS) FOOT. 500 495 - C ROTAI TG=5 PVI STA: 13+08.47 PVI' ELEV: 510.55 HP--STA:--1 2+70.§8 HP'S;. ELEV: 509.80 I K: 16.67 ME IE=500.55 18"0 IE=501.05 12"0 Ca 2 Warl" Days Before You DTH 811Centa ); GRADE 9 EXISTING {GRADE ® CE 0 1 LF. 12"0 TSD IE=501 IE=502.09 6"0 IE=501.59 12"0 520 i 0 SIN PJ,� O j a0 uj n,4 0 -4 M:::a: O NI N!� 515 � NI i PVI STA: '14+20.25 N Np N LP STA: 14+32.77 ? N m - 515 K: 6.26 510- - -��- m -- STA. 14+77.42, w 1n STA. w a=) `� N1 z 504.95. 505 ui a J +0 +0 "+0 U 82 LF n Q®S Iii > 3' COVER 500 495 - C ROTAI TG=5 PVI STA: 13+08.47 PVI' ELEV: 510.55 HP--STA:--1 2+70.§8 HP'S;. ELEV: 509.80 I K: 16.67 ME IE=500.55 18"0 IE=501.05 12"0 Ca 2 Warl" Days Before You DTH 811Centa ); GRADE 9 EXISTING {GRADE ® CE 0 1 LF. 12"0 TSD IE=501 IE=502.09 6"0 IE=501.59 12"0 12+80 13+20 + 14+40 14+80 6' 8'•��y 0 FIRST SUBMITTAL ESM 3/28/14 w,q T� O ® CONSULTING ENGINEERS LLC CR �:G//"•, auoo elnwVmue x"m I ® I10I I y�E '�'y'c1 1 SECOND SUBMRTAL ESM 6/05/14 orsvi� 1"=20' X0�°""''xn""/'a" All, em.w way. M..3 ` ea -s - 2 THIRD SUBMITTAL ESM 1/17/14 LGB REN TON www.esmcivii.com �"°"' 3 MYLAR SUBMITTAL ESM 8/18/14 CJR cw E" m"orcoa m"e su"..K"a m"a Pw""ma ' OHE 1Hpi ' DATUM Pub,ao o �ro4U Nona9em.rR I mm�oPo ame«m� � 111 4 FIELD CHANGE #1 ESM 10/14/14 arec+m ♦r NI LL ' G/BTEµ�� Planning/Building/Public Works Dept. TOf E NO. REVISION BY DATE APPR ESM JOB #1670-003-013 JAI �y� 4.O �M SIN PJ,� j a0 uj n,4 0 -4 M:::a: NI N!� ��� � NI i PVI STA: '14+20.25 PVI ELEV: 503.85 LP STA: 14+32.77 ? LP ELEV: 504.22 - 515 K: 6.26 - - PEi INT'X - __._.___---LVC: 50:00 - STA. 14+77.42, _-. ROAD A : - 1n STA. 52+20.00, 120TH AVE S.E. `� N1 d: ELEV: 504.95. 0 � ui a +0 +0 "+0 510 �2w, �w n Iii > 3' COVER m v- :. a ->Q m (MIN.) N w m --- - - - - ----- -- -- .00 y - -- - --- - - - -- r- --- --- -- ..-..._ ..... 42 LF, 72 0 SDI. 500 .. ®-5=0% 0 s=6.50%: 0 . -1 - - - - - -- i - C8 #6 TYPE W/ THRU CURB INLET 1 AND BI-DIRECTIONAL GRATE ( - TG=504.01 IE=499.11 12"0`' ! - �9 ..._-CB- - 5� TYPE._t / W/ THRU CURB INLET CB TG=504.96' 4 TYPE 2-48"0 - - Ri \ AND BI-DIRECTIONAL GRATE (` - IE -498 34p 2"0 TG=504.01 IE=499.01 12"0 _IE=497.84 18"0 IE=499.01 12"0 IE=497.84 18"o - 12+80 13+20 + 14+40 14+80 6' 8'•��y 0 FIRST SUBMITTAL ESM 3/28/14 w,q T� O ® CONSULTING ENGINEERS LLC CR �:G//"•, auoo elnwVmue x"m I ® I10I I y�E '�'y'c1 1 SECOND SUBMRTAL ESM 6/05/14 orsvi� 1"=20' X0�°""''xn""/'a" All, em.w way. M..3 ` ea -s - 2 THIRD SUBMITTAL ESM 1/17/14 LGB REN TON www.esmcivii.com �"°"' 3 MYLAR SUBMITTAL ESM 8/18/14 CJR cw E" m"orcoa m"e su"..K"a m"a Pw""ma ' OHE 1Hpi ' DATUM Pub,ao o �ro4U Nona9em.rR I mm�oPo ame«m� � 111 4 FIELD CHANGE #1 ESM 10/14/14 arec+m ♦r NI LL ' G/BTEµ�� Planning/Building/Public Works Dept. TOf E NO. REVISION BY DATE APPR ESM JOB #1670-003-013 JAI �y� 5 CO TG=512.04 IE=508.54, 6"0� L Z U `\ Q - w J n o_ CO wTG=512.03 w IE=507.97. 6 MJ LL A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 4 3 r STA. 30+00.00 l END OF SHARED DRIVEWAY 10' PRIVATE JOINT TG=512.05 UTIUTY ESM'T. (TYP.) IC IE=508.42, 6"0 8"0 S D. @ 1.0% MIN. CB #19, 1 (TYP.)SEE SHEET RD -01 _23 LF, 12"4 SD / ti 1 31+00 i CO TG -511.51 IE=507.20, 6"0 22' P CB #20, TYPE 1 W/ BI-DIRECTIONAL GRATE STA 31+40.00, 0.00' GD SHARED 1' MAX. FROM BACK OF SIDEWALK (TYP.) OFFSET FOR CLARITY 7 �. CENTER OF CUL-DE-SAC I EX. 10' ACCESS EASEMENT REC. NO. 8101160238 1 1 10' WATER EASEMENT 8 ACCESS EASEMENT (SHARED ACCESS EASEMENT) CB SEE SHEET RD -03 FOR CONTINUATION 117. 1 SHEET RD -01 / I w I CB #18, ._I SEE SHEET RD -01 PROPOSED °p'- 13 WATER ' 62 LF, 12"0 SO I PROPOSED--- SEWER 7 °O JOINT UTILITY TRENCH o I o � II (TYP.) 12 ) .................... 9 10 Ce12 Worinlg Mys Before You Do 811 Uhitiae lkKiwWo ndd Location Center (D,MIT,ND,ORWA) 2 1 THIRD SUBMITTAL 3 M11AR SUBMITTAL 4 FIELD CHANGE #' NO. REVISION 5' $' STA. 51-1-76.90, 16.00 RT. EL. 504.41' 75z RAMP#1 n © ® i i �o�oo ooh wQ + J o.s>< A=88'45'14" Q F R=35.00' m W , L=54.22' O N I w G D I N ¢ ®_ L-.° ® ROAD A RAMP #2 (LIMITED RESIDENTIAL ACCESS) STA. 14+27.40, 10.00 LT. RAMP #2 SPOT ELEVATION CHART IATIN GINEERS LLC ®e3.A000 SONb I®I®ill 504.07(@ FL) sem. 504.09(@ FL) FeOeral Wey, WA 9800.9 504.10 D 504.12 E 504.70 F 504.72 G504.77 www.esmcivil.comCivil H 504.79 SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE g m9 Public�WoM1erin9 I Pmjen M I^onl I I.vnl c°W°A ehli°oWI° ESM JOB #1670-003-013 2 1 THIRD SUBMITTAL 3 M11AR SUBMITTAL 4 FIELD CHANGE #' NO. REVISION 5' $' STA. 51-1-76.90, 16.00 RT. EL. 504.41' 75z RAMP#1 n © ® i i �o�oo ooh wQ + J o.s>< A=88'45'14" Q F R=35.00' m W , L=54.22' O N I w G D I N ¢ ®_ L-.° ® ROAD A RAMP #2 (LIMITED RESIDENTIAL ACCESS) STA. 14+27.40, 10.00 LT. RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 504.07(@ FL) B 504.09(@ FL) C 504.10 D 504.12 E 504.70 F 504.72 G504.77 REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN H 504.79 CURB RAMP DETAIL SCALE: 1"=10' CURB RAMPS TO BE WSDOT STD PLAN F-40.15-02 TYPE PERPENDICULAR B ESM STORM NOTES: ESM 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS 07/17/14 ESM CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST ESM 10/14/14 IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS E 505.03 PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS 505.05 G REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN H 505.12 SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE 520 OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH ----- LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE 515 CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE --- CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE 510 STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND "-- _-- - COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH 505 PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND ............ DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN 5500 INSPECTION SHALL BE BORNE BY THE PROJECT .__....... DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO 495 VERIFY THE CORRECTION OF SAID DEFICIENCY. ------- C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ESM 03/28/14 ESM 06/05/14 ESM 07/17/14 ESM 08/18/14 ESM 10/14/14 BY I DATE I APPR RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 504.40(@ FL) B 504.42(@ FL) C 504.43 D 504.45 E 505.03 F 505.05 G 505.10 H 505.12 n SCALE: 1 -20' HORIz. 1"=5' VERT - 20 10 0 20 40 KEY MAP 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) (NOT FOR MAIN CONVEYANCE) ROAD A n .- STA. 14+27.47, 10.06 RT. (LIMBED RESIDENTIAL ACCESS) 4" .....EL.=504.11' f o . U) rn rn u W w� RAMP #3 Q < .............. .. D=91'14'46' z = w ... ... ................. ,... ... o _ R=35.00' i N O w \ L=55.74' i w N \ \ I T STA. 52+66.12, 16.00 RT. p 1 ,ysx. '>, EL.=505.01' lRAMP #4 RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 504.15(® FL) B 504.07(@ FL) C 504.18 D 504.16 E 504.78 F 504.76 G 504.85 H 504.83 CURB RAMP DETAIL SCALE: 1'=10* CURB RAMPS TO BE WSDOT STD PLAN F-40.15-02 TYPE PERPENDICULAR B RAMP #4 SPOT ELEVATION CHART POINT ELEVATION A 505.02(0 FL) B 504.98(® FL) C 505.05 D 505.01 E 505.65 F 505.61 G 505.72 H 505.68 71 CHECKED FOR COMPLIANCE TO CITY STANDARDS f� � ro•z/.z6 R=316221 vmlwu: euro ,cee CITY OF LGB t-IR REN TON Rw GJR °NEHO1 DATUM AT tvPlanning/Building/Public Works Dept. F Iq, OIE Ilal' 1 I➢PeVl�II SfNE/T a� RYLEE'S PLACE 10/14/201, ROAD AND STORM PLAN AND PROFILE P AND CURB RAMP DETAILS RD -04 9LL CF 12 22 Li M Z Ld 520 515 510 505 500 495 490 z w CL Ce Eki CONCRETE WALL PER PLAN PROJECT - BOUNDARY B 1 63 LF, 18000 SD SEE PROFILE SHEET PN -02 �--- �" ELEV=504.75 4' O i ' �I i 12' POND Q o Q EXISTING GROUND ACCESS ROAD Q =' Q DESIGN W.S. ELEV=504.25 6 0 FOOTING DRAIN CSD ELEV 499.70 � W.Q. DESIGN ELEV=498.50 1' SEDIMENT STORAGE �• _----------------- POND BOTTOM ELEV=493.50 Cd 2 Working Days Before You Did 811 Uil w 111Awgrotild Location Center (1D,MT ND,OR,WA) POND CROSS SECTION A—A SCALE: 1 `20' Hoaiz. 1 "=5' VERT. PROPOSED GRADE 1+40 1+80 2+20 CONSULTING ENGINEERS LLC 33400 8th Avenue South I ® ( I I Suite 205 Federal Way, WA 98003 FEDERAL MNIY (253) R3E-6113 www.esmclvil.comEVERETr (+25) 297-9900 ELLENSOURG (509) 962-2608 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #1670-003-013 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 520 515 515 510 510 505 505 500 500 495 495 490 490 485 W z 0 I PROPOSED GRADE L+60 3+00 �1�� j�• 4 D FIELD CHANGE #1 5 FIELD CHANGE #2 18 6 FIELD CHANGE #3 v 40111 �•..• .CCO M 0,,S00 0000 N 0 . POND BOTTOM ELEV=493.50 _� 3• j PER PLAN —III— —'ll,—ice =11 1,,, IIIIIL� ll�ll ,�� "��� I 1-1/2" CRUSHED SURFACE TOP COURSE -) _ 2-1/2" CRUSHED SURFACE BASE COURSE POND ACCESS ROAD NOT TO SCALE EXISTING GROUND -�-- POND BERM DESIGN W.S. �- ELEV=505.75 ELEV=504.25 W.Q. DESIGN 10 LF, 18" 0 SD-� ELEV=497.50 ELEV=498.50 0 5=0.50% IE=496.00, 18"0 1' SEDIMENT STORAGE j -------------------------------------------------------------------,,�. 27 LF, 18"0 S 0 S=-10.0790 POND CROSS SECTION B—B SCALE: 1'=20' HORIZ. 1 "=5' VERT. 3+40 3+80 ESM 10/14/14 SURVEYED: ESM 06/17/15 DESIGNED: ESM 07/15/15 LGB DRAWN: CJR CHECKED: REVISION BY DATE AP P R APPROVED: 4+20 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4+60 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Alf�� DATUM CB #7 SEE SHEET RC -03 B 7A TYPE 2-48"0 W1 BIRDCAGE TG=505.25 IE=498.67 18"0 IE=498.67 18"0 CB #8, TYPE 2-54"0 CONTROL STRUCTURE "At/BIRDCAGE TG=504.00 IE=498.72 18"'0 IE=498.72 18"0 5+00 5+40 CITY OE RENTON Planning/Building/Public Works Dept. SCALE: 1 " = 20' 20 10 0 20 40 POND VOLUMES REQUIRED PROVIDED DETENTION 549020 CF 57,991 CF WATER QUALITY 139640 CF 239456 CF 515 510 505 500 495 490R 376222 � 485CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE: R Y L E E' S PLACE 07/17/201 FIELDBOOK: PAGE: POND A PLAN, CROSS SECTIONS & DETAILS DRAWING NO: PN -01 SHEET: OR 13 22 i i , in D 2 v M E as , z p A W 0 Q J W T W W J ry x 0 0 0 of N 0 0 m 0 a '"alcull lull] ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE CITY OF RENTON. CONTRACT DRAWINGS / DIMENSIONS CIVIL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. STRUCTURAL DRAWINGS BY A SUPPLEMENTARY TO CIVIL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES. FOUNDATION DESIGN CRITERIA (REFER TO GEOTECHNICAL REPORT BY EARTH SOLUTIONS, JUNE 2012. MATCH BACKFILL DESCRIPTION WITH INFORMATION IN GEOTECH REPORT). SOIL BEARING PRESSURE: 5000 PSF ACTIVE PRESSURE — UNRESTRAINED: 55 PCF +611 SEISMIC SURCHARGE W/ 2:1 SLOPE PASSIVE RESISTANCE: 200 PCF; 75 PCF SUBMERGED COEFFICIENT OF FRICTION: 0.40 (INCLUDES F.O.S. n_ 1.5) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER—EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c=2000 PSI) OR "STRUCTURAL BACKFILL". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVA11ONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER—SOFTENED FOOTINGS. CONCRETE CAST—IN—PLACE CONCRETE MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE f 1-1/2 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST—FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE—APPROVED EQUAL. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT. THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.157 BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. SUYOUiral SokidoAS se.maw..tiosw.e®o+ CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND —1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENT111OUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. ;�TiPC�TI�f��ASygSl�ry1 PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER—VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM MAX. MIN. AGGREGATE ALL OTHER SURFACES, UNLESS NOTED OTHERWISE DESIGN fc (PSI) MIXED FOR WEATHER INDICATED. 0 TO 30' F. GRADING ITEM (AT 28 DAYS U.N.O.) yy/C OR SLAG ASTM MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, 55 RATIO (PCY) AASHTO ALL 3000 0.50 OPTIONAL 57 OR 67 ;�TiPC�TI�f��ASygSl�ry1 PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER—VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW A ALL OTHER SURFACES, UNLESS NOTED OTHERWISE B 1. PROVIDE WALL SNAP TIES WITH CONES. REMOVE TIES & CONES. FILL CONES WITH ADHERED PLUGS OR MORTAR. COLD WEATHER PLACEMENT 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40' F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTEC11ON FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30' F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE—APPROVED EQUAL CONDITION OF PLACEMENT AND CURING WALLS FOOTINGS MIN. TEMP. FRESH CONCRETE AS T ABOVE 30' F. 60 55 MIXED FOR WEATHER INDICATED. 0 TO 30' F. 65 60 DEGREES F. 1 BELOW 0' F. 70 65 MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, 55 50 DEGREES F. 2'-8" 2'-0" MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 1'-7" 0'-9" 24 HOURS AFTER END OF PROTECTION, DEGREES F. 50 40 HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE.. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 1007 AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. EMBEDDED ITEMS: NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST—TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS ITEM CONCRETE CURING NOTES FORMED SURFACES EXCLUDING FOUNDATIONS 1 CONCRETE CURING NOTES: 1. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL FOR #5 AND LARGER. GRADE 40 OR 60 FOR #3 & #4, DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE, FY -60 KSI (UNLESS NOTED OTHERWISE) y0 BAR MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld") MINIMUM EMBEDMENT LENGTH FOR SIZE TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS STANDARD END HOOKS ("Ldh") #3 2'-0" V-6" 1'-6" 1'-3" O'-7" #4 2'-8" 2'-0" 2,-0" 1'-7" 0'-9" #5 S-4" 2'-7" 2'-7" 2'-0" 1'-0" #6 4'-0" 3'-1" 3'-1" 2'-4" 1'-2" #7 5'-10" 4'-6" 4'-6" 3'-6" 1'-5" #8 6'-8" 5'-2" 5'-2" S-11" 1'-7" SPLICE TABLE NOTE: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. mm,sm: rue vwnru iww ,sm CITY OF SA RENTON Gg .T au ruE Planning/Building/Public Works Dept. " mn °xe NO. REVISION BY DATE APPR +�°� ��"C0P01NfiY R-316223 CHECKED FOR COMPUANCE TO CITY STANDARDS RYLEE'S PLACE GENERAL NOTES 10/14/2014 dIJ =f y0 Z 32 z z m �a C c r ' O °z p 0o mT Hm m N a G) n Z n y0 0 8 z z m �a c r ' O ➢o p 0o D Hm m G) Z z U7 Z m= C m 3 °z m m N 0 n 0 y0 0 9 ➢ D z z m �a c r ' W O0D00 n N N 0 0 9 ➢ D H D m N \^ • G) Z7 G 3 z m a mo 00 46 O mo = w > rn a no z N a m v Z CD C � Z N L � ZZ O Z D C N O n � o z m a mo 00 46 O mo = w > rn a no z N a nN v Z CD C � Z n � ZZ � 2 Z C �o m 3 Nz m 9 N O n � o z m a mo 00 46 N � � S = w > rn 6 n z N a N v Z � o mo 00 D S N m z D • v Z U) CD z ti T rri CD --CCD uq (D cf: ' r m CIO < 0 U) T Du cf: ' r m CIO < 0 Ld Q Z U W ly 0 - LEGAL DESCRIPTION IIIIIIIIAL A THE EAST 185.35 FEET OF THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRIMCTB, DMSION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 92.675 FEET THEREOF; TOGETHER WITH THE EAST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DMISION NUMBER 4, ACCORDMIG TO THE PLAT THEREOF, RECOIREDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, ; EXCEPT THE EAST 300 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SATO LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LATS 1 AND 3, BLOCK 1 OF SAID ADDITM. THE WEST HALF OF LOT 3. BLOCK 2, NORTHWESTERN GARDEN TRACTS, DMSION NUMBER 4. ACCORDING T THE PLAT THEREOF. RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 129.52 FEET THEREOF; DXCEP ' THE EAST 92.675 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LATS 1 AND 3, BLOCK 1 OF SAID ADDITION. FARM C LOT 4, BLOCK 3, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PUTT THEREOF, RECOp OEM IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; 0 w LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DMSION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; SURVEY INSTRUMENTATION J SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQIUIIPMEH'T AND S: am 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQINRED BY we -332-130-100. (n PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDMIG THE REQUIIN1301ENTS OF WWC-332-130-090. lu uj BASIS OF BEARINGS mi LIVE BETWEEN FOUND MONUMENTS AT THE SOUTHWEST CORNER OF SECTION 33 AND THE WEST 1/16 CORNER COMMON TO SECTIONS 33 & >w 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AND SHOWN HEREON AS N 9r4O'54" E PER THE PLAT OF GAN" TRACTS DIVISION NO. 4". a: VERTICAL DATUM NAMO 88 AS REFERENCED TO KING COUNTY VERTICAL_ CONTROL EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH Of OR DELMIEAM ON THE PLAT OF NORTHWESTERN GARDEN TRACTS, DMSION NO. 4. NO EASEMENTS OR APPLICABLE RESTRICTIONS NOTED THEREFROM. 2. SUBJECT TO AN EASEMENT FOR ELECTRIC DISTRIBUTION UNE AND THE TEAMS AND CONDMONS THEREOF, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING No. 5221i.T". THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON THIS EASEMENT IS BLANKET IN NATURE AND COVERS PORTIONS OF PARCELS A AND B. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAHM IN INSTRUMENT RECORDED U00DER RECORDING NO. 8011200192. THE LOCATION OF SAID EASEMENT IS DEp1CTED HEREON. 4. SUBJECT TO AN EASEMENT FOR ROAD PURPOSES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAMIED IN MNSTRL"W RECORDED UNDER RECORDING NO. 8101160238. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 5. SUBJECT TO AN EASEMENT IN FAVOR OF PARCEL_ B, GRANTED BY ADJOINER, FOR WATER LINE PURPOSES, THE RMIT TO ENTER SAID EASEMENT TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTTIUTE A MENACE OR DANGER To UTILITY LINES LOCATED ON PROPERTY DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING 40. 9111210817. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 6. SUBJECT TO THE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR TEMPOlt W WATER SERVICE RECORDED UNDER RECOROMIG NO. 5092754. 7. SUBJECT TO ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER REOOROMIG NO. 7404250236 8. SUBJECT TO TERMS AND CONDITIONS, IF ANY CONTAINED IN KING COUNTY UNRECORDED LOT LINE ADJUSTMENT N0. S911_0119. A COPY OF THIS DOCUMENT WAS NOT PROWOED. 9-22. NOT REPORTED HEREIN. 23. SUBJECT TO A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR MIGAESS AND EGRESS FOR STORM WATER MONITORW PURPOSES NO THE TERMS AND PROVISIONS THEREOF GRANTED TO KING COUNTY, AS CONTAINED IN I ISTRUMENT RECORDED UNDER RECOROMIG NO. 20051012002418. THIS EASEMENT IS BLANKET IN NATURE AND AFFECTS THE ENTIRETY OF PARCEL D. 24-31. NOT REPORTED HEREIN. DEVELOPMENT STANDARDS (R-4) wx t TY: 4 DU/WET AC INN. LaT SIZE: 8,000 SF MK LOT MATH: 7+0' MITE1iOR 2 80' OOIMER LOT'S MMNN. LOT mush BUILim SETeM- 8p' FlioNr: 30' SIDE: 5' SIDE STREET: 20' W.*R 25' WX. &M COM-- GWAIER OF 2,500 7 M 35X MAK. W. Comm 55� DESA SGMIQIM S OF RhIC 4-2-115 APPLY SITE DATA PUTT IMME: RVUrS PIACE MY FU IJMI1M SIZE A SS: 18561 & 19003 128TH AVE SE, AND 18842 118tH AWE SE PMrtICM MUM 619840-0241, -4247, -021!0 NO -0280 SITE IMSA: 215,445 SF (4.95 AC) DISTtA OM AREA: 2000961 SF (4.61 AC) MAW. R-4 (RBBDRVL SIM E-FMNLY) 006" 1 " USE: SIMLE FAt&Y MOM& MV WyCIMIT FIM—' S1t61t,'TUNES: 3 HOUSES, 1 ACCESSORY DMEU MNG UW, 2 DETACHED CNS PIIOPrDW USE: 17 --LOT SNr6LE FAMILY FVMKXWML SU145101 UTILITY PROVIDERS Sim 9006 CNM( %%M AM SEIIIER 01571111ICT 161(im 9006 oym MMIER Ale SEAR 0151Rai PROPERTY OWNERS PARCELS 619640-0247 AIM -0241 JOYCE 16442 11 M AVE SE RENT+ON, MIA 96066 PARCEL 619440-0260 RANMOLPH MLiMm 16651 12M AVE SE RENTONN, MM► 9WW PARCEL 619640-0260 GREG ZEMANEK 19003 120TH AVE SE REN 0N, VA 96056 DEVELOPER wERM 00a MOW, LLC 7448 MAST MCG t WAY MERCER BLAIA wA 96040 (21X) 611-2!62 COMITACE FE1@t O�KME CONSULTING ENGINEERS LLC moo M Avwwie Sou0iI. 1 ♦ I � Suft 2W Federal Way, WA WOW 0. 1Mww.N1'1r1Cm.com 0" w -um ft"c% Le"Reft'Aw ESM JOB #1670-003-013 RYL E E'S P LAC E in L vie MA CONSTRUCTION PLANS prepared for WE STPAC DEVELOPMENT, LLC 7449 WEST MERCER WAY MERCER ISLAND, WA 98040 PLANNER/ENGINEER /SURVEYOR/LANDSCAPE ESI C01IStx?NI6EIi�tSy LLC 3.3400 8 1 AMIE 9t uft ow FEDEWL owl MM 983 (253) 836-6113 t)OINTiK;T: um®ARID�NiII�II, PE LEA" KL#t I w IEA GEOTECH ENGINEER EARTH SOLUTIOW NW, LLC 1806 136TH PLACE NNE, #201 ®F3.L.ENIIE, MM► 96006 (423) 264-3300 COWAiCT. KYLE CAMPBELL 7 1 AS -BUILT No. REVISION prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 ESM JOB NO. 1670-003-013 ESWL 101/05/16 APPR NTS I ONE INCH AT FULL SOLE - FULL SCALE IF NOT ONE INCH SOME ACCORD94GLY VICINITY MAP NOT TO SCALE HEARING EXAMINER'S DECISIONS 1 . THE APPLICANT SHALL COMPLY WITH IiMTIGATK)N MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 3. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 4. SIDE SEINER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SU80MSKON DEVELOPMENT. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDMSION SHALL BE PLACED UNDERGROUND. ANY UTILITIES 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 APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQURED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS. 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT UNE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONMNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRM4G SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWWR. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7. THE APPLICANT SHALL INSTALL ALL NECESSARY STREET NAME SIGNS PRIOR TO FINAL PLAT APPROVAL. 8. THE APPLICANT SHALL INSTALL ALL SURVEY MONUMENTS REQUIRED BY RMC 4-7-210(A) PRIOR TO FINALPLAT APPROVAL. 9. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE ON PROPOSED TRACT 'A' PRIOR TO FINAL PLAT RECORDING. 10. THE EXISTING STRUCTURES TO REMAIN ON LOT 5 SHALL NOT EXCEED THE MAXIMUM ALLOWED BUK IMG COVERAGE, OR BUILDINGS MAY BE SULMECT TO REMOVAL PRIOR TO RECORDING THE PUT. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH LOT COVERAGE REQUIREMENTS FOR LOT 5 PRIOR TO FINAL PUT APPROVAL. 11. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN, DEPICTING A 10 -FOOT WIDE ON-SITE LANDSCAPE STRF FOR ALL LOTS. THE FINAL DETAILED LANDSCAPE SHALL BE SU9AARTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PLAT RECORDING. 12. THE PREUMMIARY PLAT MAP SHALL BE REVISED TO PROVIDE FOR CORRECT FRONT YARD SETBACKS FOR LOTS 4 AND 6 AS DETAILED AT P. 7 OF THE STAFF REPORT. SHEET INDEX n SHEET NO. DRAWING NO. DESCRIPTION 1 COV -01 COVER SHEET 2 LG -01 SE 1847H ST 3 EX -01 EXISTING CONDITIONS 4 RW -01 14 5 GR -01 SE 1 STH Sr 6 GR -02 GRADING & T.E.S.C. NOTES 7 3 SE I =NJ Sr 8 KEY—SD STORM DRAIN KEY MAP do COMPOSITE UTUN PLAN J ' O SIT SE 192ND Sr iN SE 1991H Sr VICINITY MAP NOT TO SCALE HEARING EXAMINER'S DECISIONS 1 . THE APPLICANT SHALL COMPLY WITH IiMTIGATK)N MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 3. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 4. SIDE SEINER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SU80MSKON DEVELOPMENT. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDMSION SHALL BE PLACED UNDERGROUND. ANY UTILITIES 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 APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQURED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS. 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT UNE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONMNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRM4G SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWWR. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7. THE APPLICANT SHALL INSTALL ALL NECESSARY STREET NAME SIGNS PRIOR TO FINAL PLAT APPROVAL. 8. THE APPLICANT SHALL INSTALL ALL SURVEY MONUMENTS REQUIRED BY RMC 4-7-210(A) PRIOR TO FINALPLAT APPROVAL. 9. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE ON PROPOSED TRACT 'A' PRIOR TO FINAL PLAT RECORDING. 10. THE EXISTING STRUCTURES TO REMAIN ON LOT 5 SHALL NOT EXCEED THE MAXIMUM ALLOWED BUK IMG COVERAGE, OR BUILDINGS MAY BE SULMECT TO REMOVAL PRIOR TO RECORDING THE PUT. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH LOT COVERAGE REQUIREMENTS FOR LOT 5 PRIOR TO FINAL PUT APPROVAL. 11. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN, DEPICTING A 10 -FOOT WIDE ON-SITE LANDSCAPE STRF FOR ALL LOTS. THE FINAL DETAILED LANDSCAPE SHALL BE SU9AARTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PLAT RECORDING. 12. THE PREUMMIARY PLAT MAP SHALL BE REVISED TO PROVIDE FOR CORRECT FRONT YARD SETBACKS FOR LOTS 4 AND 6 AS DETAILED AT P. 7 OF THE STAFF REPORT. SHEET INDEX n SHEET NO. DRAWING NO. DESCRIPTION 1 COV -01 COVER SHEET 2 LG -01 LEGEND 3 EX -01 EXISTING CONDITIONS 4 RW -01 HORIZONTAL CONTROL 5 GR -01 GRADING & T.E.S.C. PLAN 6 GR -02 GRADING & T.E.S.C. NOTES 7 GR -03 GRADING & T.E.S.C. DETAILS 8 KEY—SD STORM DRAIN KEY MAP do COMPOSITE UTUN PLAN 9 — 12 13 14 15 16 — 17 1s 19 — 22 HORZ WN : NAD »a3/1901 DATUM RD -01 — RD -04 ROAD AND STORM PLAN AND PROFILE PN -01 POND A PLAN, CROSS SECTIONS DETAILS PN -02 POND A CROSS SECTIONS & DETAILS DT -01 ROAD CROSS SECTION do DETAILS LA -01 — LA -02 LANDSCAPE PLANS, DETAILS & NOTES LA -03 TREE RETENTION PLAN IL-1 — IL-4 ILLUMINATION PLANS RECORD DRAWING i CITY OF TON Planning/Building/Public Works Dept. CHECKED FOR COMPLWdCE T"ffY STANDARDS RYLEE'S PLACE COVER SHEET ^B: 8-3762 26 01/05/201 31111im NO: COV -01 OP 22 �cn 2 W N �z 1 > c� z a� 1 0o00 t� W Ob N rn N z 0 m m m ' O 00 00 t� O W N 1 > a� 1 0o00 t� W Ob N 0 00 N 0 r� w Q z U LLJ0 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 WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. C LEGEND ROADWAY ROADWAY CENTERLINE PROPERTY / LOT UNE RIGHT-OF-WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER EXISTING - - PROPOSED _-----,�,--- - - - AC ASBESTOS CEMENT PIPE CONTOUR (MINOR) INVERT ELEVATION - - - - n CONTOUR (MAJOR) INCHES -- W L LENGTH rr AMERICAN NATIONAL STANDARDS INSTITUTE FOOTING DRAIN FLOWPATH POUNDS AP U f LINEAL FEET ASPH Q SPOT ELEVATION tAAXMAUM ASTM mi TOP/TOE OF SLOPE j A ' MH 6AANI10LE 8F BLIND FLANGE CAIN CONCRETE SIDEWALK BLDG BUILDING MJ CONCRETE BLOCK WALL BILK SOCK 6AISC ROCKERY :: xr xr. BLOW OFF W BARRICADE B01M/BIN -mi J BOLLARDS)OW • • NTS NOT TO SCALE BW BACK OF WNJC OC MAILBOX CTR CENTER a: OUTSIDE DIAMETER CB CATCH BASIN pFlyy DOWNSPOUTS CI O PI STORM DRAINAGE CL/q_ CENTERLINE pp CATCH BASIN TYPE 1 W/GRATE CLR CLEAR PVI CATCH BASIN TYPE 1 W/SOLID LID CMP CORRUGATED METAL PIPE PE CATCH BASIN TYPE 2 W/GRATE CO CLEANOUT PERF CATCH BASIN TYPE 2 W/SOLID LID i4 CONCRETE PVC STORM DRAIN MANHOLE C CONDUIT pyMT BEEHIVE MANHOLE CONN CONNECTION PVT YARD DRAIN (ROUND LID) CON7R CONTRACTOR PC YARD DRAIN' CONT CONTMNIED PT STORM DRAIN CLEAN—OUT CY CUBIC YARDS QTY STORM DRAIN PIPE ______._._._...___ ( CLASS RET ROOF DRAIN CF CUBIC FEET RR SD SERVICE 6" CPEP WITH CFS CUBIC FEET PER SECOND R INVERT 0 END OF PIPE OC DEGREE OF CURVATURE REO SANITARY SEWER DI DUCTILE IRON REMIF SANITARY SEWER MANHOLE DIA/0 DIAMETER REQ SANITARY SEWER CLEANOUT ` Y 0 R/W SANITARY SEWER GRAVITY DIM DIMENSION S SANITARY SEWER FORCE MAIN DWGS DRAWINGS 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 WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. C CONSULTING ENGINEERS LLC 33.00 81n Avenue south I Suite205 Federal Way, WA 98003 www.eemcml.com Ev.Err m-. a�a •.e-zw. M*ft� Iftejwt Me -90-11-- I L�wrePOP Anddleclum ESM JOB #1670-003-013 EXISTING FEATURES WETLAND FLAG POWER POLE W/DROP UNE & LIGHT BICE RACK POWER POLE W/DROP UNE, LIGHT & TRANSFORMER DEBRIS PILE POWER POLE W/DROP UNE & TRANSFORMER 1-- FIRE PIT POWER POLE W/LIGHT BOLLARD POWER POLE W/LIGHT & 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 u SEPTIC DfSTRNPJTION 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 DRAM! 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 10TALL.) FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB x 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 RAIL _.. OIC Oil FENCE, BOARD POWER (BURIED) FENCE, BARB -WIRE p ___...__ POWER (AERIAL) FENCE, CHAIN-UNK F; _ FIBER OPTICS FENCE, ELECTRIC _.._ _ TELEPHONE (BURIED) FENCE HOG WIRE __.._. _.._ T _-_._- __. TELEPHONE (AERIAL) FENCE, SPUT RAIL TV CABLE (BURIED) FENCE, WIRE TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS WETLAND WITH BUFFER �� STREAM WITH BUFFER CD ** T EXISTING PROPO. Q .E.S.C.P. SURVEY CLEARING LIMITS (D PROPOSED MONUMENT IN CASE TRAFFIC STRAIGHT/RIGHT TURN ARROW FILTER FABRIC FENCE 6i FOUND MONUMENT IN CASE STRAIGHT/RIGHT TURN ARROW 4 CUTOFF SWALE ®oM PROPOSED MONUMENT (AS DEFINED) LEFT/RIGHT TURN ARROW �- PT H ®oM FOUND MONUMENT AS DEFINED STRAIGHT/LEFT/RIGHT TURN ARROW + INTERCEPTOR DITCH ( ) LEFT TURN ARROW 4 - -�-- - -�-- - N.G.P.E. FENCE RIGHT TURN ARROW 4 ROCK CHECK DAM A DELTA STRAIGHT ARROW t � SEDIMENT FILTER (R) RADIAL BEARING < > HANDICAP PARKMIG & STRAW BALE (NR) NON -RADIAL BEARING BIKE LANE coo GRAVEL CONE L ARC LENGTH TRAFFIC SIGN ++- INFORMATION SIGN T T _ RIP RAP PAD STREET LIGHT CONSTRUCTION ENTRANCE r��* `` 7 AS—BUILT f 'fir X0111 - 1 !� NO. REVISION CHECKED: SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE Y ANTICAL. NrBR'1 HONZ649 L: NO 1493711110 DATUM ABBREVIATIONS AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION A0.1 n IN INCHES ALUM 1 L LENGTH rr AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT f LINEAL FEET ASPH ASPHALT t tAAXMAUM ASTM MIERI('JW SOCIETY OF TESTING AND MATERIALS MFR CONSULTING ENGINEERS LLC 33.00 81n Avenue south I Suite205 Federal Way, WA 98003 www.eemcml.com Ev.Err m-. a�a •.e-zw. M*ft� Iftejwt Me -90-11-- I L�wrePOP Anddleclum ESM JOB #1670-003-013 EXISTING FEATURES WETLAND FLAG POWER POLE W/DROP UNE & LIGHT BICE RACK POWER POLE W/DROP UNE, LIGHT & TRANSFORMER DEBRIS PILE POWER POLE W/DROP UNE & TRANSFORMER 1-- FIRE PIT POWER POLE W/LIGHT BOLLARD POWER POLE W/LIGHT & 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 u SEPTIC DfSTRNPJTION 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 DRAM! 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 10TALL.) FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB x 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 RAIL _.. OIC Oil FENCE, BOARD POWER (BURIED) FENCE, BARB -WIRE p ___...__ POWER (AERIAL) FENCE, CHAIN-UNK F; _ FIBER OPTICS FENCE, ELECTRIC _.._ _ TELEPHONE (BURIED) FENCE HOG WIRE __.._. _.._ T _-_._- __. TELEPHONE (AERIAL) FENCE, SPUT RAIL TV CABLE (BURIED) FENCE, WIRE TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS WETLAND WITH BUFFER �� STREAM WITH BUFFER CD ** T EXISTING PROPO. Q .E.S.C.P. SURVEY CLEARING LIMITS (D PROPOSED MONUMENT IN CASE TRAFFIC STRAIGHT/RIGHT TURN ARROW FILTER FABRIC FENCE 6i FOUND MONUMENT IN CASE STRAIGHT/RIGHT TURN ARROW 4 CUTOFF SWALE ®oM PROPOSED MONUMENT (AS DEFINED) LEFT/RIGHT TURN ARROW �- PT H ®oM FOUND MONUMENT AS DEFINED STRAIGHT/LEFT/RIGHT TURN ARROW + INTERCEPTOR DITCH ( ) LEFT TURN ARROW 4 - -�-- - -�-- - N.G.P.E. FENCE RIGHT TURN ARROW 4 ROCK CHECK DAM A DELTA STRAIGHT ARROW t � SEDIMENT FILTER (R) RADIAL BEARING < > HANDICAP PARKMIG & STRAW BALE (NR) NON -RADIAL BEARING BIKE LANE coo GRAVEL CONE L ARC LENGTH TRAFFIC SIGN ++- INFORMATION SIGN T T _ RIP RAP PAD STREET LIGHT CONSTRUCTION ENTRANCE r��* `` 7 AS—BUILT f 'fir X0111 - 1 !� NO. REVISION CHECKED: SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE Y ANTICAL. NrBR'1 HONZ649 L: NO 1493711110 DATUM ABBREVIATIONS AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION A0.1 ADJACENT IN INCHES ALUM AUJAMNUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX tAAXMAUM ASTM MIERI('JW SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH 6AANI10LE 8F BLIND FLANGE CAIN 6AI�MMUb1 BLDG BUILDING MJ MECHANK`.AL JOINT BILK SOCK 6AISC MISCELLANEOUS BO BLOW OFF N NORTH B01M/BIN BOTTOM OF WALL NO NUMBER BMC BEGIN VERTICAL CURVE NTS NOT TO SCALE BW BACK OF WNJC OC ON CENTER CTR CENTER OD OUTSIDE DIAMETER CB CATCH BASIN pFlyy ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION CL/q_ CENTERLINE pp POWER ppm CLR CLEAR PVI POINT OF VERTICAL INTERSECTION CMP CORRUGATED METAL PIPE PE POLYETHYLENE CO CLEANOUT PERF PERFORATED CONIC CONCRETE PVC POLYVINYL CHLORIDE C CONDUIT pyMT PAVEMENT CONN CONNECTION PVT POINT OF VERTICAL TANGENCY CON7R CONTRACTOR PC POINT OF CURVATURE CONT CONTMNIED PT PUMff OF TANGENCY CY CUBIC YARDS QTY QUANTITY CL CLASS RET RET,yW" CF CUBIC FEET RR RARRpAp CFS CUBIC FEET PER SECOND R RADN15 OC DEGREE OF CURVATURE REO REDUCER DI DUCTILE IRON REMIF REINFORCED DIA/0 DIAMETER REQ REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF N41Y DIM DIMENSION S SOUTH DWGS DRAWINGS SCH SCHEDULE D DRAIN SD STORM DRAIN EOP EDGE OF PAVEMENT SF SQUARE FEET E EAST SH7 SHEET ELEV ELEVATION SPECS SPECIFICATIONS EL ELEVATION gq SQUARE ELEC ELECTRICAL SS SANITARY SEWER EVC ENO VERTICAL CURVE STA STATION EXIST EXISTING STD STANDARD FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB FG FINISH GRADE TEL TELEPHONE FIG FIGURE THIRD THREADED FIN FINISHED THRU THROUGH FL/E FLOWLMNE TOW/7`W TOP OF WALL FL FLANGE TYP TYPICAL FT FEET VERT VERTICAL. FM FORCE MAIN yy WEST GA GAUGE W/ WITH GALV GALVANIZED W/0 WITHOUT q GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS = RECORD DRAWING 376227 I 11 CITY O F RYLEE'S PLACE 'K ma. RENTON Planning/Building/Public Works Dept. LEGEND A1►: Rb76221 01/05/201 PAGE - to: LG -01 SHA: OR 2 22 m �. Z �. D 'Im G) I �c:� z FRO c yr ic 01 61 ov Nz m m m 0 W iD T cn ai D �m CO0 Mm cy). NZ m D U O 2 G7 Z C 3 ED m n 00 00 0 tTj w yr � o W 00 N 00 00 N CD cn M Ld W z V C) LLI Of 0 W w mi >000 cc Gi 3 J a 32 33 N 1 ONCRETEI UM DISNTWITH PN CHSE A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA SETCITY OF RENTON SURVEY MONUMENT #1868 6198400222 AT THE INTERSECTION OF SE 184TH ST AND 6198400221 DAVID CHRISTMAN 4000 116TH AVE SE. DAVID CHRISTMAN GORDON AND LOISYORK 59 EXISTING BUILDING/STRUCURE N 89'43' TO BE DEMOLISHED " i SHED 16 8 GRASS GARAGE '—� ACCO$ 30 FF p i �. 2 1 j GRASS w 7404 so cv I S WATER � ^ ,:� 1 1 ; � 6198400245 .� .. S . RON & ANABELLA NICHOLSON No. 9111210817 $ m w 9 ,..,,�,,rar w EXISTING BUILDING/STRUCURE 6198400243 PARCEL B HOUSE = TO BE DEMOLISHED DENNIS GLOSTER M !/- 7 .f HMSE 0 1 FFL;,,�, o � N GRASS r- •'' 7 7 • 7 6198400242 � j oXCEM 0 6198400245 t 6198400066 `� z 10' N0.� 7j Z RON & ANABELLA NICHOLSON NATHAN RIDER . NI KELLY I ' a01 1 2001 92 PARCEL A moo4 T" DENISE ELL l �/ 7 PATIO 8101 1 �38 -"�" 7 /7" 6' HIGH VINYL FENCE j -�' — — — / CHAIN LINK FENCE I �. + r . --'�� 3 14" -- -/ � � � N 89 48 53 W 129.55 1! \/ \ N 89 48 3 W 300.05 SHED " $...----------------------- -------� 1 0 — J. r 7 SHE 7 GARAGE . t GRASS ., firfi E 4" o � � _5 12„ 0 N • N C ® 110» RASS I O Q » �\ » 21 ry Q 22 0 PARCELC17- .. .» - .. 14 ous µ f 1 GRASS -F EDGE OF PAVED t _ GRASS j S DRIVEWAY I 10, 6 » » f 9 II+ 16" . Il I . 13" , 13 6 + 19 N GRASS IE 4" M 4-.- =�--- PVC=5 3.56 Z t0 BOARD FENCE �. W 12 IE 4 o _ • .1 r i. 13"'' 42 OS : O � _ JL is. ~ W N 13 + 80, 16", 9", 2" 6' PLASTIC -f — --=f- 5" JL r7 �` `— w EXISTING LOT LINE — — -- -- Q_ (� O 12 \ SH 16", 15" p > � » �'' I /-"-� " 18", 2001, 11 / 11 24 8 + ' _ f' Z � " � {� � � • l GRAVEL Z I `�..L. 52" f I o 32" ST RS T RS 7", 4" " T RS PARCEL D 60" " , '�/ \ Imo• T / J " \3 GRASS NG*T 6" 6" fi � O IRSF CONCRETEo s� 12" 0 s" O/4 d0! 13» r — IN dl000" L..J 7" " O 10" Aw 0•/ I / w 40" ( O 1 " 10", Zs" �-r , . 4 � JESSIE EN F4 ME�- " 1 � , 7 OWNERS A OCI ION LID" + 0 + 0 13" " , . " �• + .� To J0 s HOUSE 7 I 5 -/ » O A-6 A �� -3 A_2 r A-8 A-7 � 13, 8 Z A-10 Ta �- N 89'58'59" W 62 .89' 1 6198400300 N DHILLON SIMR T, REFERENCES BASIS QF BEARINGS 1) PLAT OF "NORTHWESTER GARDEN TRACTS DIVISION NO. RECORDED IN VOLUME 47 OF TS, LINE BETWEEN FOUND MONUMENTS AT THE SOUTHWEST CORNER OF SECTION 33 ND THE PAGES 74, KING COUNTY CORDS. WEST 1/16 CORNER COMMON TO SECTIONS 33 & 4, TOWNSHIP 23 NORTH, RA E 5 . ., AND SHOWN HEREON AS N 89'40'54" E PER THE PLAT OF "NORTH ESTERN 2) RECORD OF SURVEY RE ORDED IN BOOK 62 OF SURVEY4 PAGE 157, RECORDS OF KING OUNTY, GARDEN TRATS DIVISION NO. 4". WASHINGTON. 3) RECORD OF SURVEY RECORDED IN BOOK 129 OF SURVEYS, PAGES 125, KING COUNTY RECORDS. VERTICAL DATUM 4) RECORD OF SURVEY RECORDED IN BOOK 174 OF SURVEYS, PAGES 291, KING COUNTY RECORDS. NAND 88 AS REFERENCED TO KING COUNTY VERTICAL CONTROL 5) PLAT OF "JESSIE GLEN" RECORDED IN VOLUME 241 OF PLATS, PAGES 008 THROUGH 012, KING COUNTY RECORDS HORIZONTAL DATUM SURVEY INSTRUMENTATION I 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. 32 33 5 4 FOUND MONUMENT IN CASE, 4" BY 4" CONCRETE WITH PIN. CITY OF RENTON SURVEY MONUMENT #1873 AT THE INTERSECTION OF SE 192ND ST AND 116TH AVE SE. WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD 83/91, BASED ONT S TO KING COUNTY PUBLISHED CONTROL. N 89'40'54" E 1321.71' (BASIS OF BEARING) CONSULTING ENGINEERS LLC 33400 M Avenue South Sure 206 I• 10 I* I Federal Way, WA 99003 �L �If (� 80-013www.""Mml.com BOOMmy-am (■.0 =_- C" Es Land Pubac I � I Leo., Ar�urm ESM JOB #1670-003-013 7 1 AS -BUILT NO. REVISION S.E. 188TH ST. 4' HOG WIRE FENCE SDCB RIM=504.58 IE 12" epp IE 12" f.ao_.ao R, TRACT D ESM 01/05/16 SURVEYED: DESIGNED: LGB DRMN- • CJR CHECKED: BY DATE AP P R I APP�- S w W W!� Q� ■ 0 N T IE 12" CONC-502.77 RIM -504.99 MID ,CHANNEL=490.60 32" SSMH RIM -505-80 MID CMIANMIEt- X20--- — RMA=504.84 MID CHANNEL=491.89 SCALE - 1 " 40' ONE �INCH AT FULL SCALE IF NOT ONE INCH SCAM ACCOADNdGLY HONZONTAL: W 1963/1991 DATUM LEGEND k 0 DECIDUOUS IE 12" APPARENT TEST PIT LOCATIONS CONC=502.14 DOUGLAS FIR FOUND MONUMENT IN CASE, SANITARY SEWER MANHOLE 4" BY 4" CONCRETE WITH BRASS m m DISC WITH PUNCH. AT THE 1 INTERSECTION OF 120TH AVE SE CONIFER AND SE 192ND ST. SCALE - 1 " 40' ONE �INCH AT FULL SCALE IF NOT ONE INCH SCAM ACCOADNdGLY HONZONTAL: W 1963/1991 DATUM LEGEND NOTES n SCALE: 1 of = 40' 40 20 O 40 a0 CONTOUR INTERVAL = 1' 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS, UNDERGROUND UTILITY LOCATES AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. 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 COMPANY PLAT CERTIFICATE NO. 1369795, DATED AUGUST 12, 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. 3. KING COUNTY PARCEL NOS. 619840-0241-00, 619840-0247-04, 619840-0260-06, 619840-0280-02 EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF NORTHWESTERN GARDEN TRACTS, DIVISION NO. 4. NO EASEMENTS OR APPLICABLE RESTRICTIONS NOTED THEREFROM. 2. SUBJECT TO AN EASEMENT FOR ELECTRIC DISTRIBUTION UNE AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5226399. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON THIS EASEMENT IS BLANKET IN NATURE AND COVERS PORTIONS OF PARCELS A AND B. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8011200192. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 4. SUBJECT TO AN EASEMENT FOR ROAD PURPOSES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8101160238. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 5. SUBJECT TO AN EASEMENT IN FAVOR OF PARCEL B, GRANTED BY ADJOINER, FOR WATER LINE PURPOSES, THE RIGHT TO ENTER SAID EASEMENT TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9111210817. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 6. SUBJECT TO THE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR TEMPORARY WATER SERVICE RECORDED UNDER RECORDING NO. 5092754. 7. SUBJECT TO ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 7404250236. 8. SUBJECT TO TERMS AND CONDITIONS, IF ANY CONTAINED IN KING COUNTY UNRECORDED LOT LINE ADJUSTMENT NO. S91 LO 119. A COPY OF THIS DOCUMENT WAS NOT PROVIDED. 9-22. NOT REPORTED HEREIN. 23. SUBJECT TO A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR INGRESS AND EGRESS FOR STORM WATER MONITORING PURPOSES AND THE TERMS AND PROVISIONS THEREOF GRANTED TO KING COUNTY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20051012002418. THIS EASEMENT IS BLANKET IN NATURE AND AFFECTS THE ENTIRETY OF PARCEL D. 24-31. NOT REPORTED HEREIN. LEGAL DESCRIPTION THE EAST 185.35 FEET OF THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DMSION Nt1MBER 4, ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 92.675 FEET THEREOF; TOGETHER WITH THE EAST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECOREDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 300 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PORM D THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING T THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PUTS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 129.52 FEET THEREOF; EXCEPT THE EAST 92.675 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PPro C LOT 4, BLOCK 3, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PUTS, PAGE 74, IN KING COUNTY, WASHINGTON; 1111M111AM D LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; R-316118 CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWING A CITY OF RYLEE'S PLACE RENTON EXISTING CONDITIONS Planning/Building/Public Works Dept. A4: R3 -7622g 01/05/201 PAGE: No: EX -01 SHM. OF: 3 22 1 c^, D n Z WETLAND FLAGGING 0 DECIDUOUS -{- APPARENT TEST PIT LOCATIONS # DOUGLAS FIR ® SANITARY SEWER MANHOLE m m � o I D 1 CD �Cn t1J CONIFER ■ STORM DRAIN CATCH BASIN 00tTl w ® STORM DRAIN MANHOLE 00 00 CLUSTER m ROOF DRAIN HOLLY O GAS METER Imo• MAPLE m GAS VALVE SPRUCE ■ ELECTRICAL METER POWER POLE W/LIGHT -0- POWER POLE -0- TELEPHONE POLE JQ FIRE HYDRANT FENCE, BOARD 1111131 't HOSE BeFENCE, CHAIN-LINK ® WATER MANHOLE FENCE, BOARD ® WATER METER __._ _ . GAS m WATER VALVE -- .__. T __ ___.._ TELEPHONE, BURIED a SET HUB & TACK -- -._. T -- ---- TELEPHONE, OVERHEAD ♦ SET PK NAIL A__ _ _ ...__ .._ WATER NOTES n SCALE: 1 of = 40' 40 20 O 40 a0 CONTOUR INTERVAL = 1' 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS, UNDERGROUND UTILITY LOCATES AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. 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 COMPANY PLAT CERTIFICATE NO. 1369795, DATED AUGUST 12, 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. 3. KING COUNTY PARCEL NOS. 619840-0241-00, 619840-0247-04, 619840-0260-06, 619840-0280-02 EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF NORTHWESTERN GARDEN TRACTS, DIVISION NO. 4. NO EASEMENTS OR APPLICABLE RESTRICTIONS NOTED THEREFROM. 2. SUBJECT TO AN EASEMENT FOR ELECTRIC DISTRIBUTION UNE AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5226399. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON THIS EASEMENT IS BLANKET IN NATURE AND COVERS PORTIONS OF PARCELS A AND B. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8011200192. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 4. SUBJECT TO AN EASEMENT FOR ROAD PURPOSES, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8101160238. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 5. SUBJECT TO AN EASEMENT IN FAVOR OF PARCEL B, GRANTED BY ADJOINER, FOR WATER LINE PURPOSES, THE RIGHT TO ENTER SAID EASEMENT TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9111210817. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 6. SUBJECT TO THE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR TEMPORARY WATER SERVICE RECORDED UNDER RECORDING NO. 5092754. 7. SUBJECT TO ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 7404250236. 8. SUBJECT TO TERMS AND CONDITIONS, IF ANY CONTAINED IN KING COUNTY UNRECORDED LOT LINE ADJUSTMENT NO. S91 LO 119. A COPY OF THIS DOCUMENT WAS NOT PROVIDED. 9-22. NOT REPORTED HEREIN. 23. SUBJECT TO A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR INGRESS AND EGRESS FOR STORM WATER MONITORING PURPOSES AND THE TERMS AND PROVISIONS THEREOF GRANTED TO KING COUNTY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20051012002418. THIS EASEMENT IS BLANKET IN NATURE AND AFFECTS THE ENTIRETY OF PARCEL D. 24-31. NOT REPORTED HEREIN. LEGAL DESCRIPTION THE EAST 185.35 FEET OF THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DMSION Nt1MBER 4, ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 92.675 FEET THEREOF; TOGETHER WITH THE EAST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECOREDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 300 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PORM D THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING T THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PUTS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 129.52 FEET THEREOF; EXCEPT THE EAST 92.675 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PPro C LOT 4, BLOCK 3, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PUTS, PAGE 74, IN KING COUNTY, WASHINGTON; 1111M111AM D LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; R-316118 CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWING A CITY OF RYLEE'S PLACE RENTON EXISTING CONDITIONS Planning/Building/Public Works Dept. A4: R3 -7622g 01/05/201 PAGE: No: EX -01 SHM. OF: 3 22 1 c^, D n Z z Y/ z _ R° C Ln D1K vz pe0t m m m � o I D 1 CD �Cn t1J m O -� o 100 o oc M9 m CO � D �m r � L51_ Nz z m I � D 0 a z Q z C m 00 00 T R° 0 0 pe0t y> CD tai � 1 CD �Cn t1J O 00tTl w 00 N 00 00 N CD Cn tTJ T $o D Us' D zm z Y� cma 2 zi c C_ Cil Ln W N Nz m m m i C4 CD cn CJ1 tTj W Q z C) w 3 0 crOL A 00 00 C!� O OtTl W N �d ICD tTJ C4 CD cn CJ1 tTj O o W 00 N 00 00 CIN tQ D n O 01 0 D w Z 3709600 20 ELMER & FLORENCE MADARAIWG 296 LF, 8"0S W/ CLEANOUTS EVERY 100' O S=0.50% JESSIE GLEN HOME OWNERS ASSOCIATION 2:1 MAX., (TYP.) 5' EXISTING DRAIINAGE EASEMENT J (D)T AORWA) U- I[- SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY 6198400221 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF , WA DAVID CHRISTMAN 6198400222 DAVID CHRISTMAN 6198400 200 I CORDON AND LOIS YORK t I 5' WATER EASEMENT RECOMM No. 9111210817 5 � 6 / fJ f f° { PAD=512.00 6198400245 P PAD=511.60 RON & ANABELLA NICHOLSON 3 f 6198400243 O 1' � { DENNIS GLOSTER ��""- --._. INTERSECTION SIGHT TRIANGLE +` p i to ACCEssEASEMENT4 RECO�ROMIG77 _ ._ _ _ -e _ _ _ _ _ _ _ _ t 6198400245 6198400242 No. �1 PAD=511.30 ► RON & ANABELLA NICHOLSON NATHAN RIDER 8t011soz� � / ' EXISTM W# R STOP -509.65 \Top I 509:77 g �T 510.17 TOE=506.65 g �� � � g SILT NCE TO BE PLACED AT �I N:160493.59 ~' h Ili C LMMTS. SEE STD PLAN E:1306183.24 214. ON SHEET GR -03 I IE=505.04 8"� SD DAYLIGHT PRE RVE AND PROTECT i CONTRACTOR TO VERIFY LOCATION EXIS YARD DRAIN. C TOR TO COORDINATE WITH AND ELEVATION OF EX. SWALE INLET ACENT PROPERTY OWNER PRIOR TO CONSTRUCTION PLEfE Of'FSITE GRADING. I 6198400300 DHILLON SIMRIT I EXIST"G SWALE CONSULTING ENGIN-EEFLS LL 33400 ft, Avenue -%us, 2 10 I ♦ I � Suite 05 Feeiw* Way, WA 90003 FUNK Mr (mss) es-e� 13 �1T www•oomcm.com e!i7-fM0 Bloom=cies .ee-sw. ..waz.E"0iw..ri"q I � _...mow Inas �M ESM JOB #1670-003-013 ►�'' ILO • • 10 4f 0 7 AS -BUILT .y~ 15�f6"o. REVISION POTENTIAL STOCK PILE STORAGE LOCATION ESM i g TOP_507.34 r- TOE 506.34 PROPOSED BLOCK WALL WITH WALL DRAIN ;12' + � ROCK CHECK CK DMA PER DETAIL i i ON SHEET GR -03, (TYP.) 9 I° t t�� i i 30" ACCESS EASEMENT ?i f r F W RECORDING NO. - = 4,830 SF SURFACE AREA PROVIDED i � W i i z U 6198400066 I— 0 <w DENISE KELLY I = 493.50 POND TOP LENGTH 0 o ty a ORIFICE DIA. CL DEWATERING TUBE DIA. I RISER PIPE DIA. r^ vJ 'zM YD 1,=160789.80 F z M W E=1306190.18 J TG=509.00 O } IE=506.52, 8"0 5' PRIVATE DRAINAGE 3709600 20 ELMER & FLORENCE MADARAIWG 296 LF, 8"0S W/ CLEANOUTS EVERY 100' O S=0.50% JESSIE GLEN HOME OWNERS ASSOCIATION 2:1 MAX., (TYP.) 5' EXISTING DRAIINAGE EASEMENT J (D)T AORWA) U- I[- SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY 6198400221 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF , WA DAVID CHRISTMAN 6198400222 DAVID CHRISTMAN 6198400 200 I CORDON AND LOIS YORK t I 5' WATER EASEMENT RECOMM No. 9111210817 5 � 6 / fJ f f° { PAD=512.00 6198400245 P PAD=511.60 RON & ANABELLA NICHOLSON 3 f 6198400243 O 1' � { DENNIS GLOSTER ��""- --._. INTERSECTION SIGHT TRIANGLE +` p i to ACCEssEASEMENT4 RECO�ROMIG77 _ ._ _ _ -e _ _ _ _ _ _ _ _ t 6198400245 6198400242 No. �1 PAD=511.30 ► RON & ANABELLA NICHOLSON NATHAN RIDER 8t011soz� � / ' EXISTM W# R STOP -509.65 \Top I 509:77 g �T 510.17 TOE=506.65 g �� � � g SILT NCE TO BE PLACED AT �I N:160493.59 ~' h Ili C LMMTS. SEE STD PLAN E:1306183.24 214. ON SHEET GR -03 I IE=505.04 8"� SD DAYLIGHT PRE RVE AND PROTECT i CONTRACTOR TO VERIFY LOCATION EXIS YARD DRAIN. C TOR TO COORDINATE WITH AND ELEVATION OF EX. SWALE INLET ACENT PROPERTY OWNER PRIOR TO CONSTRUCTION PLEfE Of'FSITE GRADING. I 6198400300 DHILLON SIMRIT I EXIST"G SWALE CONSULTING ENGIN-EEFLS LL 33400 ft, Avenue -%us, 2 10 I ♦ I � Suite 05 Feeiw* Way, WA 90003 FUNK Mr (mss) es-e� 13 �1T www•oomcm.com e!i7-fM0 Bloom=cies .ee-sw. ..waz.E"0iw..ri"q I � _...mow Inas �M ESM JOB #1670-003-013 ►�'' ILO • • 10 4f 0 7 AS -BUILT .y~ 15�f6"o. REVISION POTENTIAL STOCK PILE STORAGE LOCATION ESM i g TOP_507.34 r- TOE 506.34 PROPOSED BLOCK WALL WITH WALL DRAIN ;12' + � ROCK CHECK CK DMA PER DETAIL SUB BASIN AREA ON SHEET GR -03, (TYP.) 9 I° t t�� = 2.32 CFS ?i f r F W SURFACE AREA (REQ'D) = 4,830 SF SURFACE AREA PROVIDED = 79.305 SF TOP BERM ELEV. W I > 1� = 504.75 EMERGENCY SPILLWAY WIDTH = 6.0' POND BOTTOM ELEV. = 493.50 POND TOP LENGTH 0 1 f, tV T q INT'X A. 144+77.-M. A = STA. 52+20.00, 120TH AVE S.E. ROCK CHECK DMA PER DETAIL ON SHEET GR -03, (TYP.) INTERSECTION SIGHT TRIANGLE }1 t 1 00=40 9 =40' ONE INCH AT FULL SCALE IF NOT ONE MCH SCALE ACCORDNGLY R-316130 ADOCAL- NWD 19w HORMWAL: NAD 1953/1991 Aid � DATURA n SCALE: 1 " = 401 40' 20' o CONTOUR INTERVAL = 1' T.E. S.C. POND TABLE SUB BASIN AREA = 4.86 AC INFLOW 10 YR 15 MINUTE = 2.32 CFS INFLOW 100 /15 MINUTE = 5.08 CFS SURFACE AREA (REQ'D) = 4,830 SF SURFACE AREA PROVIDED = 79.305 SF TOP BERM ELEV. = 505.75 TOP OF RISER PIPE = 499.25 EMERGENCY SPILLWAY ELEV. = 504.75 EMERGENCY SPILLWAY WIDTH = 6.0' POND BOTTOM ELEV. = 493.50 POND TOP LENGTH = 130' POND TOP WIDTH = 4,09 ORIFICE DIA. = 3" DEWATERING TUBE DIA. = 6.00" RISER PIPE DIA. = 12.00" GRADING QUANTITIES STRIF"NG (6" DEPTH) 39500 C.Y. CUT = 7,750 C.Y. FILL 99000 C.Y. RIGHT OF WAY SECTION (DIET CUT) _ 1,000 C.Y. NET (FILL.) = 250 C.Y. 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. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2• POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FUG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONOS AND TRAPS. 8. GRADE AND STA81UZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SfTE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WRH THE CITY'S EROSION AND SEDIMENT CONTROL STANQAROS, 12. OWER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR 7W0 DAYS DURING THE WET SEASON WITH STRAW, Nippp FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STi1&UZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS, 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BAAPS REMOVED IF APPROPRIATE. CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWING] CITY OF I RYLEE'S PLACE � RENTON Planning/Building/Public Works Dept. GRADING & T.E.S.C. PLAN A$: K 376230 01/05/201 PAGE: kG ic NO: R-01 Of: 5 22 00 00 omq 0 0 Z �. >r � cry � •� {Z o o� a> M 0o00 tai W 00 N Z a C ;o r 1 t 'zM z M M O D 00 00 omq 0 0 >r � cry � •� `° Wm� o o� a> 0o00 tai W 00 N 000 N cn D n j=j LLJ Q z U LLI0 n Ld J L_ 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. Gi 2 W Do" Delero You Dip 811 umm" - IN a -m WWWatwN CQNSULTING ENGINEERS LLC 33400 M Avenue Soueh I• I♦ I S I Sure 205 Federal Way, WA 98003 PINWIL UW 0" =04113 www.Owncmi.com E%IFAErr c+20 297-a ELL.�..UIB (980) M-� Ci�rii Enei�:w" L W Swwying Lawn p P unic werl a I mem"Im"em I L A F 0. Acct" ESM JOB #1670-003-013 •• 7 C/.S 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. AS -BUILT REVISION ESM 101/05/161 1 SURVEYED: DESIGNED: Lm DRAW CJR CHECKED: SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE RICH SCALE ACCORONIGLY MULCH STANDARDS AND GUIDELINES EROSION 1. 2. CONTROL NOTES BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS, APRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SWILL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARMIG LIMITS SHALL BE CONDITIONS �, 2. FOR WET SEASON CONSTRUCTION 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. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 2-3 PERMITTED. THE CLEARING LIMITS SWILL BE MAINTAINED BY THE APPLIGWT/ESC mO SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAIR -APPLICATION SUPERVISOR FOR THE DURATION OF CONSTRUCTION. AND COARSE MATERIAL CONDITIONS, UNEXPECTED STORM EVENTS, OR NON-COMPLIANCE WITH THE ESC GENERALLY REQUIRES GREATER THICKNESS THAN w 00 N PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D-69). IF NON-COMPLIANCE WITH W 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF AVOID WIND BLOW. THE THICKNESS OF STRAW THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 U CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE HOURS (FAILURE TO DO SO COULD RESULT INA "STOP WORK" ORDER AS CONJUNCTION WITH SEEDING. WOOD FIBER NO GROWTH INHIBITING DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. SHALL BE APPLIED WITH HYDROw1ULCHER. SHALL CELLULOSE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN MID TRACK OUT TO ROAD PER 1000 SF OR NOT BE USED WITHOUT SEED AND TACKIFIER J RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. UNLESS THE APPLICATION RATE IS AT LEAST IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS FIBERS CAN BE EFFECTIVE AT LOWER IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS APPLICATION RATES AND WITHOUT SEED OR TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING W NO VISIBLE WATER OR PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED INA MORE EFFECTIVE CONTROL CAN BE OBTAINED BY THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A W APPROX. 100 TONS SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR PER ACRE (APPROX. MULCH FOR PROTECTING FINAL. GRADES UNTIL COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, PURCHASED FROM LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT mi MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. >- WASTE HANDLING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. AMENDMENT. SOURCES FOR COMPOST ARE PERMIT. AVAILABLE FROM THE KING COUNTY COMMISSION 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE (206) 296-4439. CHIPPED SITE INTENDED TO BE MMl1AlUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS WET SEASON PROVISIONS THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF VEGETATION CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE THICKNESS DEBRIS FROM CLEARING AND GRUBBING, AND IT PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES ELIMINATES THE PROBLEMS ASSOCIATED WITH WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET DURING THE COURSE OF CONSTRUCTION, R SWILL BE THE OBLIGATION AND SEASON (OCTOBER 1 -APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER IT IS NOT RECOMMENDED WITHIN 200 FEET OF CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND SHORTLY AFTER MULCH, THE DECOMPOSITION OF (SECTION D.3.2). WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. IMPORTANT TO GRASS ESTABLISHMENT. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT FOR MORE THAN 12 HOURS (SECTION D.3.2). CONSTITUTE AN APPROVAL OF STORM DRA04AGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED DISTURBED FOR T1N0 DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). SEEDING, MULCHING, PLASTIC COVERING, ETC.). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF 8. WET SEASON SEASONAL EROSION AND SEDMAENT CONTROL REQUIREMENTS APPLY TO ALL DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.3.4.2). 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR WATER DESIGN MANUAL. THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SWELL BE 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ADDRESSED WITHIN SEVEN (7) DAYS. ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION 11. THE ESC FACILITIES ON INACTIVE SITES SWILL BE INSPECTED AND MAINTAINED A MINIMUM ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED FILTER SYSTEMS, OR HOLDING TANKS. PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER � 2, THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY INTO THE DOWNSTREAM SYSTEM. (SECTION D.5.4). 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. Gi 2 W Do" Delero You Dip 811 umm" - IN a -m WWWatwN CQNSULTING ENGINEERS LLC 33400 M Avenue Soueh I• I♦ I S I Sure 205 Federal Way, WA 98003 PINWIL UW 0" =04113 www.Owncmi.com E%IFAErr c+20 297-a ELL.�..UIB (980) M-� Ci�rii Enei�:w" L W Swwying Lawn p P unic werl a I mem"Im"em I L A F 0. Acct" ESM JOB #1670-003-013 •• 7 C/.S 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. AS -BUILT REVISION ESM 101/05/161 1 SURVEYED: DESIGNED: Lm DRAW CJR CHECKED: SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE RICH SCALE ACCORONIGLY MULCH STANDARDS AND GUIDELINES MULCH MATERIAL CK ALrrY STANDARDS APPLICATION RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 2-3 COST-EFFECTIVE PROTECTION WHEN APPLIED mO UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAIR -APPLICATION O AND COARSE MATERIAL 2-3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN w 00 N BLOWN STRAW. STRAW SHOULD BE CRIMPED TO m m AVOID WIND BLOW. THE THICKNESS OF STRAW cn M MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. WOOD FIBER NO GROWTH INHIBITING APPROX. 25-30 LBS SHALL BE APPLIED WITH HYDROw1ULCHER. 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 DURA APPROX. 100 TONS INCREASING THICKNESS TO Y. 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. 106 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. Wiff cAL: ~ 1 m HORIMML• NAD , 993/, M l DATUM R- 316231 RECORD DRAWING !,� CITY OF +R RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS RYLEE'S PLACE GRADING & T.E.S.C. NOTES A$: R376231 01/05/201 RAGE: NO: GR -02 slur. 6 X22 o� OM1l D i �m z� mO r I m. LTI al R) z m o b v a z 0 z c 3 tom n 00 00 z• D �rn 0 0 tTlN � zi mO yr c Ul � O ic 01 Nz o M w 00 N m m m O cn M o� OM1l D i �m z� mO r I m. LTI al R) z m o b v a z 0 z c 3 tom n 00 00 10=3 0 0 tTlN 1 yr caCD� CD w � ►-d O A., � 1 o M w 00 N 00 00 r♦ CD cn M z JarMrls IN PLTW PAN= SHALL N 3FLIM mr PI � XRVUK � Rmw am CXNL.r..t*Ta ATTAM NAMIllft7ft� rwrwll4ftw allt EMAWALMT, F KrM�.Mo FLIM FAMM rW FUM SIEK F� 1. ClSIBMINSN OF M 1.1. OLT FENCE WAY USF0 001AULME OF ALL IIIIIIWVr AFAMS. 1.2. 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SEDIIIIIIIIENT $Mft.L BE P43NOWEDFRDU THE POW WHEN IT REACHES I FOOT N DEPTH 32 AMV DAMROM TO TME P011o ENWANNEIRS OR SUM SWILL BE REPtACED. I' L. H 1. C V? 0K Kli DEF-ARTMEYT LEVEL 8CW"M III 20 ON. 11 im §LCM M. PLm liom MA k(" -A 2(K)h 1. CON1111111M OF USE 1.1. FNBMJNUD Ar. 1.1.1. THE TOP OF ALL 3LOPES N FAIGM OF 3HA V AM VWTHi 0 OF VWUKML RMLEF. 71E1.12. AT WYERVALS ON ANY KOPEB 7WT AVEM" SLOW SLDPE PERM Wr FLOW111WH LEM 20H:l1V+ 3_3% AW FEE ,,lnM2n)N:lV S 10% 20PIrr I4 TC 20)HAV 10 ZW6 In FIST j2T04)H.-lV 25,1N. 9mrw L 01001MANO DWALLATONS11 11INICKTI 2.1. FOR gLOPESs 00 THM3RiVWffWMDMTHAN lDFF6T43FVMVMftP�1J■F,BEIIOIMBMVMCQINIIIII LIC WGRCLOB■re &vAGM WINIM MR WAMM K%Y BE UM. TM IAEIfE IIIIIIIIIIIA&M 01101111111 ING11111011011t T0Eff%CTftmLY IIN'll'9111IN" TM HW VELOCffY ALOMM TO A 6111110IIIIIIIIIIIIINT POI® GEM111111P. 22- CONSIRM TWArM CP*VR I DIIIIIARY WAVNM WI 3.1. DANNE PEOLIM FfKiM FAX4W OR CONSTNXTKIIN AG7MTY SMIL N 32. F TW FACILlITY 00 W)fr PlTGtA_II PWrAN 9MM MJNOW, TNE CAFAMY AIIISlIliIIIlIIIIIt THE WAVA.E5 41111,110ILL BE IIL.Hl.(, WORKS DEP-ARTMEYT SURVEYED: ESM 1/05/16 DEMNED: LGB DRAWN: CJR CHECKED: BY DATE APPR I APPRDVI M. SAN U7.18 ammim"F Tumok m. Ta mmmLcmlmPLy wwA 1�� 111L.HI. C' WORKS DENIRTMEYT P� ADE ATE mffw ISR _q IN '4. 1 z 0 m z CO jwr�wrRr aoaw�aa 0aw"I cy) - rb 01 cn z m Z m O (01N > L rrlt ....................... 13, KIM low ALTamanImmy, NEW I I W mw1Mi1 WWOI=10 O TE P� FUPFAXM do 2v :BEP 31e. I-II: R-316131 M. P&M Sam 2(K)b CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWING SCALE: VERnCAL- NIAAM I M HORIMMAI W IU3/1"l RYLEE'S PLACE NTS A Cl TY OF ba RENTON ONE INCH M GRADING & T.E.S.C. DETAILS DATU AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 01/05/201, PAGE: 11MUNIG NO: GR -03 *w: OF: 7 22 00 •> 1 z 0 m z CO c CO 0 cy) - rb 01 cn z m Z m O (01N > L 00 00 Vl n 1 O O 0 m (D t7l Vy cn cn m � O CL > 00 coo _P�l tQ 00 (01N 3- r > CD cn n 1 0 m c W Q Z U W O n 00 00 vA � D �m 0 0 w CO m� � ,,m r c� -z � CD m m cn ~� a� D I 1 oot 00 1 w W Q Z U W O n 00 00 vA 0 0 w N r 1 � CD 1 CD0 w � b ~� a� 1 oot 00 1 w N U� � , 00 N • c 00 00 0 w N 1 yr CD0 w � b w � ~� t�1 W0o 00 N 00 00 C CD ID n {° w a z MID • `'v v tp4p-vl LJ I L4 SEE SHEET RD -03 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA co TG510.56 IE=506.67, 6"0 w WMAILBOX, 1- UNIT NEIGHBORHOOD SEE DETAIL SHEET - DT -01 _ C8 #15, TYPE 2-48'0 » . ' W/ BI-DIRECTIONAL GRATE #14, TYPE 2-48 w Q _ C8 17 TYPE 2-48'00 STA , LT J 0 10 WATER EASEMENT � � ;:. STA � LT STA LT ROTATE STRUCTURE 180' CY ROTATE STRUCTURE 180 n- �' 10+56.61, 18.0T 12+01.029 10.OS TG=510.56 �- _. , 11 +20.36, 9.87 CO IE=507.13, 6"0 �•> coTG=509.63 . YR..,. = c0 co TG 508.76 TG=508.69 TG -509.23 IE=505.63, 6"* ro W • : -� IE=504.73, 6"4 IE=504.09, 6"4 IE=505.23, 604 W 9 : . 1 LF, 12"0 SD --- --1 62.3 ._._ 0 Z PROPOSED WATER - r 5' SIDEWALK Z . • -sem . LF, 12"0 SD 3 -749- LF, 18"0 SD -2-7- LF, 12*0 SD STA. 10+00.00, 31.50 LT. 27.7 _u-�-�- :.� ti� ��. CENTER OF CUL-DE-SAC •. + 20- LF, 12"0 SD I � 19.7 .r o V. 2 N i r + 4',f ♦ O 5 SIDEWALK / / • , • • ~------------ ------------------ -- • - .-'•'•.... ....------........................................... ........................ .... .... ................ ...... - . • --------------- ................ .------............ ...---------............ .... ..........---... ................ .......... _.-- 10 , co 1' MAX. FROM BACK OF co TG=510.20T G=509.CO SIDEWALK (TYP.) TG=509.26 IE=506.03, 6-0 �_ .�, 3939 Co OFFSET FOR CLARITY IE=504.86, 6• 504 600 3 TG=508.69 20' PUBLIC SHARED 01 coo IE=503.62, 6"0 DRIVEWAY APPROACH PER ACCESS EASEMENT ��� 34 a"s 10' PRIVATE JOINT ce #18, TYPE 1 DETAIL ON SHEET DT -01 UTILITY ESM'T. (TYP.) STA P RT C8 #16, TYPE 1 (TYP.) P I 12 13 10+56.47 9.65' 14 W/ THRU CURB INLETAND BI-DIRECTIONAL GRATE RT 15 STA 11 + 19.56, 9.78' ROAD A (LIMITED RESIDENTIAL ACCESS) ao ao ao °porn 00 a� °0►ao 00 ao °°°ao oo'� °' ao a'`ao X40 �1 0 too 0 0 0 00 0i L0 0 0�0 0l0 0�0 00 0Lol 0 �o Ingo Ingo ,neo �n In In 9 to 10 10 It) 110 Lin io 525 520 515 510 505 fll 495 d12 MbrD"s BNore You Dip 811 a" Locam CmAw w.rrroa►,wN ST . 10+00.00 31.50' LT. C OF U - - € 0 0 o u) +o o� cnW N 00 o O +U-) U PROPOSED GRADE O (j V Lm AW 1.50 $2.3 LF, 112 "6 S PVI STA: 11+20.25 PVI ELEV: 507.73 LP STA: 11+20.25 LP ELEV� 5.08.11 K: 33.33 LVC: 100.00 N * O O +U-) e, U V U EXISTING GRADE 0 q LF 12" L 7 .o • CONSULTING E N G I N E E R_S LLC �.•" 7 AS -GUILT ESM 01/05/16 suIYED: 334M 9th Suite 205 Avenue South 10 I * I I • ti� DESIGNED: Federal Way, WA 98003p� 00" • • LGB www.eomcmi.com �r rw ('� X13 • DRAWN: ELU� (SW ..:_: IR I ���A . 'Oi1 t t CHECKED: ESM JOB #1670-003-013 Al NO. REVISION BY DATE APPR APPROVED: 0 0 g 3' COVER N O (MIN.) Htnl 1.50% W� Z PROFO$ED WATER J I H 'ICB 114. 2-48"0 ROTATE STR TORE 1 508.64± TG 501.92 IE 18"0 501.56 I E 18"0 12+00 SCALE 1 "=20' owWCH AT FULL SCALE IF NOT ONE RcH SCALE AOCONI N A Y AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE T. THAT THE INFORMATION SHOWN HEREON REFLECTS THE dt AS -CONSTRUCTED CONDITIONS."THIS CERTIFICATION IT IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING PRACTICE. ss j 44025 a ZACKARY T. LENNON, L.S. NO. 44925 DATE: KEY MAP DRIVEWAY APPROACH TABLE Un f STATION - OFSET 1. ELFVG UM 2 STA. =11 +35.78, 10.00' 19.7 LF, 12"0 SD 507.94 CB 19 TYPE 1 STA.=11 +09.78, 10.00' O S-91SM02.54% 507.92 W/ BI -DIR TIONAL GRA STA. =10+23.46, 69.90' LT. 509.61 TG=b� ... -� STA. =9 +79.42, i 7 _ _ PROPOSED SEWER IE= 12"0 504.75 WE STA. =9+61.25, 54.38' . 509.89 IE -be 4.44 12"0 504.74 $E STA.=9+56.67, 19.35' LT. B #15t TYPE 2-48'0 10 STA.=9+70.63, 2.59' RT. 1270 St�3.50 E / BI-DIR CTIONAL GRATE EE SHEET D-04 » 27.7-24- LF, 1! 2 0 SD It 12 0 503.63 S OTATE STRICTURE 180' i� S' 1A �. � 10.00' _ ._16 TYPE 1 Tv _ $47.8- E=�b4�� 1'2"0502.87 W 14 1 TYP JAKEIE TG . W' THRU CUR INLET 12"0 502.63 S AICD BI-DIREC ZONAL GRATA RT. IE=� 6"� 44 S T�=���.� 50.9 �. 1E. 6"0 6 0 RT. » IE 12"0 .95 N " IE' 60 503.65 S IE��S�-+� 116"s� 502.36 E IE��. 12" O SQ3.13 N 9+60 10+00 10+40 10+80 11+20 11+60 CONSULTING E N G I N E E R_S LLC �.•" 7 AS -GUILT ESM 01/05/16 suIYED: 334M 9th Suite 205 Avenue South 10 I * I I • ti� DESIGNED: Federal Way, WA 98003p� 00" • • LGB www.eomcmi.com �r rw ('� X13 • DRAWN: ELU� (SW ..:_: IR I ���A . 'Oi1 t t CHECKED: ESM JOB #1670-003-013 Al NO. REVISION BY DATE APPR APPROVED: 0 0 g 3' COVER N O (MIN.) Htnl 1.50% W� Z PROFO$ED WATER J I H 'ICB 114. 2-48"0 ROTATE STR TORE 1 508.64± TG 501.92 IE 18"0 501.56 I E 18"0 12+00 SCALE 1 "=20' owWCH AT FULL SCALE IF NOT ONE RcH SCALE AOCONI N A Y AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE T. THAT THE INFORMATION SHOWN HEREON REFLECTS THE dt AS -CONSTRUCTED CONDITIONS."THIS CERTIFICATION IT IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING PRACTICE. ss j 44025 a ZACKARY T. LENNON, L.S. NO. 44925 DATE: KEY MAP DRIVEWAY APPROACH TABLE Un f STATION - OFSET - ELFVG UM 2 STA. =11 +35.78, 10.00' LT. 507.94 3 STA.=11 +09.78, 10.00' LT. 507.92 SHARED DWY STA. =10+23.46, 69.90' LT. 509.61 7 STA. =9 +79.42, 71.52' LT. 510.02 8 STA. =9+61.25, 54.38' LT. 509.89 9 STA.=9+56.67, 19.35' LT. 509.91 10 STA.=9+70.63, 2.59' RT. 509.81 12 STA. =10+09.48, 12.49' RT. 509.48 13 STA. =10+35.48, 10.00' RT. 508.84 14 STA. =11 +49.48, 10.00' RT. 508.03 15 STA. =11 +75.22, 10.00' RT. 508.38 4K SEE DRNEWAY DETAIL 3-004 ON SHEET DT -01 525 520 nj CURB FLYABLE 515 am 1/4 1/2 p 510 3/40 ECR STATION OFFSET ELEV. 10+12.43 11.75' RT. .19 ---- ---- 509.75 ---- ---- 509.92 ---- ---- ---- ---- .89 500.60 10+4.3.44 43.25' LT. 506.95 Q= 27033'43" R=45.00' L=212.76 �5 I n2 CURB FLYABLE 500 eca ECR STATION OFFSET ELEV. 10+12.43 11.75' RT 509.19 ---- ---- 509.10 10+24.85 10.00' RT. 509.00 =16*01'56" R=45.00' L=12.59' (3', CURB FLYABLE 495 am 1/4 p t/2 p 3/4,& ECR STATION OFFSET ELEV. 10+43.44 43.25' LT. 504.95 ---- ---- 506.74 ---- ---- 506.51 ---- ---- 506.29 10+86.66 10.00' LT. 504.07 Q=74"51'50' R=45.00' L=56.80' 12+40 011 H°N� � n3/1"1 CITY OF RENTON DATUM Planning/Building/Public Works Dept. n SCALE: 1 »a20' IHoRIz. 1 =5 VERT. "62 20 10 0 20 40 STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BM S. UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SIDLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE Bt3RNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 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) (NOT FOR MAIN CONVEYANCE) R-316234 CHECKED FOR COMPLIANCE TO CITY STANDARDS RY L E E' S PLACE 01/05/201 FIELD900K: PAGE: ROAD AND STORM PLAN AND PROFILE DING NO: RD -01 �: 9 �:22 Qo: R30 G 23i 00 00 I� tT! g e�v 0 o w N �yM 1 w�►-d O > i W 00 00 � 00 N 00 00 N CD M A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 120TH AVE. S.E. STA. 12+97.50 TO STA. 13+83.00 SIDEWALK AND LANDSCAPE STRIP r TRACT A' 'r SLOPE TO POND. SEE CROSS } ' SECTION! SHEET DT -01 (STORM DRAINAG ) ' I _..__..... i 60' EXISTING R/W fit Is C8 f7A, i SEE SHEET PN-01cn LLJ of.t , _. 12+82.58. 9.91 SEE SHEET PN -01 mm- Q C8 #11, TYPE 2-48"0_ _ I < a STA 12 - --_- 18=22' LT- -- � Z ROTATE STRUCTURE 180' -` C8 #G, TYPE 1 -, -- ,^ W `,`.. ,T�//y� = W/ THRU CURB INLET -- -, - - .� ADAC RAMP #A1 SEE g rA 419 ' , f I• i ...P% V -%a M-\.R/•�AT.A.... /\r\.T/- . ---- '.'"., ii'- . qW FT Rn-n_F KEY MAP �► 5' SIDEWALK �- I � CS) LF, 12"0 SD ALLOWABLE PIPE MATERIALS .£ i' ! L 1. REINFORCED CONCRETE PIPE R N =35 1 fr1 C,.r-Y 18.5 4* LF, 12`00 SD 20.7 LF, 12"0 SD -fi- - o 3+ - - - I -t �I �- 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) Z• i 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP PROPOSED WATER All 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 5' SIDEWALK ( NOT FOR MAIN CONVEYANCE) INTX ,.�.`'..--------------- ------------- I STA. 14+77.42, ROAD A .............................. ......-----.................. ..�y�._.�::.. .. ..... R=35' + = STA. 52+20.00, 1 0TH AVE S.E. 02 + �-� ...► ,,.ir+fa"rr"�r'irrir_'n"` - '' .. ..............•-----------... ....... ....... ...---......... .. .. .---- `♦-----� Y - • - - - ADA RAMP �3 SEE _ • -.�:-- -- _ R25' �� ce #4 DRIVEWAY APPROACH TABLE -� - SHEET RD 04 - 0 : - - - - - ; - • - "'""' 10' PRIVATE JOINT TR -A JOINT UTILITY TRENCH (TYP.) \ STOP SIGN SEE SHEET RD -03 a 509.52 16 STA.=12+42.299 10.00' RT. 509.36 (LIMITED RESIDENTIAL ACCESS cv CAI cn W r ►-d UTILITY ESM'T. (TYP.) > 1 tt3 f5, TYPE 1co I co'M otO ro00 �'n°� . N O N C8 #13, TYPE 1 W/ THRU CURB INLET I CD TG=510.26 IE=5M.27, 6*0 1 STA RT AND BI-DIRECTIONAL GRATE STA RT 13+72.7'9, 9.42' " 6"0 S.D. O 0.57 1 MAX. FROM WK OF 14+32.399 10.95w MIN. (TYP.) SIDEWALK (TYP.) Co Co -4I�- LF, 12"0 SD( - OFFSET FOR CLARITY TG=5M.51 TG=50x.04 40.2 _ _ CB 39 1 6 PVI ELEV: 503.85 IE=502.46, 6"0 17 IE=502.15, 6*0 ADA RAMP #4 SEE SHEET RD 04 o I + + SEE SHEET RD -03 LOT f STATM - OFFSET - ELEVATION TR -A STA. =14+016.09, 10.00' LT. 504.59 1 STA.=12+54.379 10.00' LT. 509.52 16 STA.=12+42.299 10.00' RT. 509.36 M * SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 CONNECT 6"0 SD TO D(. ROOF DRAIN I !I � LO SYSTEM CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH PRIOR TO � 2OTH AVE. S.E. corrsrnucTior� R ADA _ __ SHEET _ _- _ _ _ _ n SCALE: 1 "-2°' HOW. 1 "=5' VERT. 20 10 0 20 40 STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF Ir1Y KNOWLEDGE T. THAT THE INFORMATION SHOWN HEREON REFLECTS THE � rr "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING MID/OR SURVEYING PRACTICE. ' Z/►CW1fiY T. I.ENNON, L.S. N0. 44925 �u � DATE: %txncAL: NAND i m HONZOWAL: NAD 1983/1"1 DATUM A CITY OE � PENTON Planning/Building/Public Works Dept. 520 515 510 505 NEQUT-41 495 rr CHECKED FOR COMPLIANCE TO CITY STANDARDS R Y L E E' S PLACE 01/05/201 mm ooK: ROAD AND STORM PLAN AND PROFILE DIV~ NO: RD -02 SHM: OF: 10 22 ,qg : R376235 �. z -D rn �*z 2 mr c N03 m z SEE SHEET RD -03 0 m D i (LIMITED RESIDENTIAL ACCESS cv CAI cn W r ►-d O > 1 oo''� co'� r� 0D . tl) .`I� ao'"n �W �� ItsO '►o co'M otO ro00 �'n°� . N O N r7rn Ito N CD 1 PVI STA: 14+20.25 PVI ELEV: 503.85 PVI TSTA: 13+08.47 LP STA: 14+32.77 520 PVI ELEV: 510 55 515 LP ELEV 504.22 K: x.26 �, INT'X FSP ;STS 12+7Q. HP ELEV: 509.8 LVC: �D: .- ROAD A STA. 14+77.4, 0 K: 16.67 N M N M Lo � = STA. 52+20.00, 120TH AVE S.E. 0 VC: 125.00 + o ELEV: 504.95 0 �N �� +� +U) 1* to 515 '�' u� � 510".. �.. n N •• w PROPOSED GRADE O I'7 .. w to 3 COVER 0 w U EXISTING GRADE O v to w < 510 H- MONO W Z W PROPOSED WATER tt '� 505 � , 500 LF, 12"0 21 SD I 6i •5 _ LF, 1O� _SD 20.7 2� s I I LF, 18"'0 SD ALF, 12"0 SD O S 11.E OWN � =AL S0.72' � { 500 14L&#40 LF, 12"0 SID 495 s PROPOSED SEWED 0 S .0l CB 6 TYPE 1 W/ T IN U CURB 4ET TYP AND BI-DIRECTIONAL GRATE TG=5":0 504.02 495�, 501.43 WIE= 12 0 IE=4".4.4 12"0 4".44 501.07 SIE_ 12"0 490 . CB 11 TYP - _ t rrPE 1 4 TY E 2 - "0 ROTATE STRUCTURE 1 OCr CB1 PEI W/ THkU CURB INET TG= ---E 504.96 TG=S%.56- 50.80 TG- ;Si06.53 AND BI-DIRECTIONAL GRATE IE=408. 12"0 4od.72 NW IE= 59I�:5� 118,00 :yAO HE IE��B�Q-lM�3 6`00,� TG-- 504 04 - IE=408. 4 + 18"0 408.18 N IE=58t-� 12*0 500• E 501.15 N IE 12"0 IE= 12 .11 N IE- 498.4 4. 18"0 4W,16 SE I = 1 M. W IE= 12"0 .18 SE 12+80 13+20 14+00 14+40 14+80 SURVEYED: SCALE: GQNSULTING ENGINEERS LLC ;:� •. 7 AS -BUILT ESM01/05/16 - 33400 8th Avwxm South I • I � I � I Suite 2M • y~! � DESIGNED: 1 =20 cd 21Mot'iaip Des MWooi s You Dig Federal Way, WA 90003 13 www.00mcmi.com "�` •� A"_2w www.00mcmi.com 7r'7-sNo • • • • LGB DRAM 11 _ Public ai�..t,� cin- I � I ��. MWNItectum CJR ONE INCH CHECKED: 0S .• AT FULL SCALE tJ �• LocMcm C (D)TAD,(AWA) A ' IM61 ESM JOB #1 670 -003 -01 3 0000000 N 0 . REVISION IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCOR WIC4-Y n SCALE: 1 "-2°' HOW. 1 "=5' VERT. 20 10 0 20 40 STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF Ir1Y KNOWLEDGE T. THAT THE INFORMATION SHOWN HEREON REFLECTS THE � rr "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING MID/OR SURVEYING PRACTICE. ' Z/►CW1fiY T. I.ENNON, L.S. N0. 44925 �u � DATE: %txncAL: NAND i m HONZOWAL: NAD 1983/1"1 DATUM A CITY OE � PENTON Planning/Building/Public Works Dept. 520 515 510 505 NEQUT-41 495 rr CHECKED FOR COMPLIANCE TO CITY STANDARDS R Y L E E' S PLACE 01/05/201 mm ooK: ROAD AND STORM PLAN AND PROFILE DIV~ NO: RD -02 SHM: OF: 10 22 ,qg : R376235 �. z -D rn �*z 2 mr c N03 m z m 0 m D i � D n 0 mp 0o mc m rn £� Z4D Zm� MrR I m - jNz Z m � o D v m a z G z c 3 m m 00 00 0 o N r 1 yCD cv CAI cn W r ►-d O > 1 00 1TJ 00 W 00 N 00 00 N CD 1 6199000040 93.8 -90- LF, 12"0 SD • s os41 C8 #21, TYPE 1 50+99.329 15.20' STA , RT TG - 503.76 IE -499.44p, 12"03W.01 E 499.409- 1200 46.96 S t TRANSITION CURB 411 .. _. ,_. rli� -.. »..... Y 50+00Z DETECTABLE _ WARMING STRIP �- w BEGIN ROAD AND a co SIDEWALK IMPROVEMENTS STA. 50+90.379 16.00 RT.... ...... __ EL. = 503.68' 504.32 ASPHALT RAMP 6198400242 6199000141 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6199000041 C8 #7, TYPE 2-48"0 STA RT 51+93.009 18.27' TG=50.38 504.38 �498:4� IE- 18"0 46.52 IE- 4�8:�t3; 12'00!9 � 4.08 SEE SECTION ON SHEET DT -01 -IE-408.40-v 18*0 4+6.52 TT 1 _,PROPOSED ASPHALT _ --IN R/W REMOVE EX 5 +oo SD CULVERT 6!! 52+00 503.95-N 504.1 6199000120 CB #3, TYPE 2-48"0 6199000125 W/SOLID LOCKING LID STA LT 52+76.319 4.71' TG-&".! :� 505.37 �. INT'X IE -498.04-9 18"0 407.99 NW A. 52+20.003, 120TH AVE S.E. IE=400-91s, 18"0 407.99 S STA. 14+77.42, ROAD A i RIVEWAY APPROACH PER 1.2.5 w ^ DETAIL ON SHEET DT -01 4 92, LF, 18"O SD - 6199000141 505.20-/ \0.!505.11 505.32 STA. =52+79.12, 16.00' RT. 505.07 505.,5. z� 5' SIDEWALK _ ;5.02 LF, 180 SD, REMOVE Ej O S SFII0.64 .. �•��SS PROPOSED 18'00 SD TOP 499.49 STUB EXISTING GAS BOTTOM =501.89 r S. n BEGIN SIDEWALK TRANSITION m STA.=53+63.80, 24.50' RT. OEXISTING PROPOSED 18'00 SD TOP = 499.09 © CB #4, TYPE 2-48"0 STA RT 52+50.039 15.40' tTj TG 504.95 EXISTING TELEPHONE BOTTOM=501.43 Ape IE= , 12"0 408.72 NW SEE SHEET RD -04 FOR ADA Al 18"0 46.18 N CURIB RAMP INFORMATION, •��•/.j SE V 17 Ice 069 'SEE SHEET RD-02,STOP TRACT A (STORM DRAINAGE) 505.20-/ \0.!505.11 505.32 STA. =52+79.12, 16.00' RT. 505.07 505.,5. z� 5' SIDEWALK _ ;5.02 LF, 180 SD, 506.24 O S SFII0.64 .. 506.34 PROPOSED 18'00 SD TOP 499.49 O EXISTING GAS BOTTOM =501.89 r S. n BEGIN SIDEWALK TRANSITION m STA.=53+63.80, 24.50' RT. OEXISTING PROPOSED 18'00 SD TOP = 499.09 © CB #4, TYPE 2-48"0 STA RT 52+50.039 15.40' tTj TG 504.95 EXISTING TELEPHONE BOTTOM=501.43 ® IE= , 12"0 408.72 NW IE , 18"0 46.18 N I E , 118"0 408.16 SE V 17 .{ CB PROPOSED SEWER ' , , SEE SHEET RD -02 ROAD A SEE SHEET RD -02 CO #2, TYPE 2-48"O 120TH AVE. S.E. W/SOLID LOCKING LID STA ' LT 54+6.731, 4.93' TG=60644- 506,43 IE=40;4469 '18"0 407.03 N IE -49;9. 18"0 407.03 S CONTRACTOR TO VERIFY LOCATION do DEPTH PRIOR TO CONSTRUCTION fol /Iasc��Ncu�EER of ,war (RESIDENTIAL ACCESS) 6199000140 6199000160 C8 #1, TYPE 2-48"0 W/SOLID LOCKING LID STA LT 56+57.73. 5.36' TG= Q2-49. 503.36 :. IE -496.1+-s 18"0 46.16 N I E4�96-� 18"0 46.16 SW 1 ft.0 CONTRACTOR TO VERIFY LOCATION s LF, 18"0 SD & ELEVATION PRIOR TO CONSTRUCTION '� o s 0•M & NOTIFY ENGINEER OF ANY DISCREPANCIES ' 56+00 11101 -I 57+00 EXISTING R/W 9 25.9 f -2&- LF, 18"0 SD U Q G121NaD" BMwo You Dip 811 u.w. a.a Uxaftn c«*r w.wrtoaRwAO 61984003400 CONSULTING ENGINEERS LLC 334M W Avenue South Suft 2 I• 06 F"wal Way, WA 9800.3 � Uwrpw1 as»s11s www.eemcmi.com � (•=) =7_� oli�..a� (m) .at_: ESM JOB #1670-003-013 3709600500 120TH AVE. S.E. (RESIDENTIAL ACCESS) 7 1 AS -BUILT IIIIIIIIIIIIIIE REVISION EX CB, TYPE 2-54"0 STA RT 56+74.06, 14.92' TG 2-9-± 502.70 EAST til METli1L I E_ 18±"o 406.02 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 6198400340 ESM 01/05/16 SURVEYED: DESIGNED: LGB DRAWN: C,1R CHECKED: BY DATE t AP P R I APPROVED: TIE I Nro Ex. sioEwAuc SEE "BOB SINGH PUT" FOR PREVIOUS OFFSITE ROAD IMPR01AdENTS 10' PRIVATE JOINT JTIIJTY ESM'T. (lYP.) 6198400300 DRIVEWAY APPROACH TABLE "a f STATION - OFFSET - ELEW1T10N 17 STA. =52+79.12, 16.00' RT. 505.07 *SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 UTILITY CROSSING TABLE OPROPOSED 8"0 WA BOTTOM=501.00 I� PROPOSED 18"0 SD TOP=499.86 z� PROPOSED 8"0 SS TOP=493.69 2 PROPOSED 18*0 SD BOTTOM=498.26 OEXISTING 8"0 WA BOTTOM=501.45 0_ Cr PROPOSED 18'00 SD TOP 499.49 O EXISTING GAS BOTTOM =501.89 r S. n PROPOSED 18"0 SD TOP=499.46 m GAS BOTTOM=501.98 OEXISTING PROPOSED 18'00 SD TOP = 499.09 © EXISTING GAS BOTTOM=502.04 PROPOSED 18*0 SD TOP 498.81 O EXISTING 800 WA BOTTOM=501.45 tTj PROPOSED 1800 SD TOP 498.78 EXISTING TELEPHONE BOTTOM=501.43 ® PROPOSED 18"0 SD TOP=498.32 OEXISITNG 8"0 WA BOTTOM=500.90 PROPOSED 18'0 SD TOP=498.20 1 p EXISITNNG TELEPHONE BOTTOM=500.84 PROPOSED 18*0 SD TOP=498.07 n14--.1 "If SCALE: 1 �=20' HoRlz. =5 VERT. 1161 w I 20 10 0 20 40 KEY MAP STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQU RIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWIPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) (NOT FOR MAIN CONVEYANCE) AS -BUILT CERTIFlCATION: HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE T. THAT THE INFORMATION SHOWN HEREON REFLECTS THE 4� 'AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY /ACCEPTED PROFESSIONAL ENGINEERING ANO/OR SURVEYING PRACTICE. 4"n s ZACHARY T. IENNON. L.S. N0. 44925 DATE: CHECKED FOR COMPLIANCE TO CITY STANDARDS SCALE:Mae_ DAA: 1" 20' `� w o 1"3/1"1 CITY OF RY L E E' S PLACE i01/05/201 FIEIDBOOK: RENTON PAGE: ONE 01ICH DATUM ROAD AND STORM PLAN AND PROFILE NO: AT FULL SCALE Planning/Building/Public Works Dept. Ra -03 IF NOT ONE MICR SCALE ACCOPK04 Y 11 ��22 A6% Ra -7 6 2,; 6 GoE <z • D M-4 fzT'I I� z� z m o r � rR C ic 0_ Cr CNP -z r S. n m m w M 0 0 00 00 00 I� 0 w N �y� a CD M CNP (=) r S. n 1 o M w 00 N 0 00 N c tTj D C3 m W L4 5 co TG=512.04 IE=506.54, 6"0 � ui z V 3 w ctJ CL co W TG=512.03 W IE=507.97, 6"4 J >00 a: 1�6 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA STA. 30+00.00 3 170 SEE CO �S SHEET RD -01 END OF SHARED DRIVEWAY CO 10' PRIVATE JOINT TG=512.05 UTILITY ESM"T. (TYP•) % IE=508.42, 6'0 / _ : I �� s'r S.D. a 1.0% MIN. ce /». � ce #1 is* > (NP,) � SEE SHEEP RD -01 I .�� I SEE SHEEP RD -01 \ zaxw%.A t I T-.) •\XLA 1 RAMP #2 OFFSET FOR CLARITY t= J r I CENTER OF CUL-DE-SAC' STA 10+00.009 31.50 I � " + Q e=88'4514 L 504.24 R=35.00 = Z w L=54.22' ow c 504.11 v ROAD A T - (UNITED RESIDENTIAL ACCESS) F STA. 14+27.40, 10.00 LT. I EL. 504.08' CURB RAMP DETAIL RAMP #1 SPOT ELEVATION CHART POINT ELEVATION STA. 51+76.109 _EL. 16.00 RT. =504.41' C 504.10 D 504.12 E n RAMP #1 504.72 G 504.77 H 504.79 R=36.00 L=54.22 -504.33 N CD F 504.76 W� G 504.85 ECR H 504.83 W U U " + Q e=88'4514 L 504.24 R=35.00 = Z w L=54.22' ow c 504.11 v ROAD A T - (UNITED RESIDENTIAL ACCESS) F STA. 14+27.40, 10.00 LT. I EL. 504.08' CURB RAMP DETAIL RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 504.07(0 FL B 504.09(0 FL C 504.10 D 504.12 E 504.70 F 504.72 G 504.77 H 504.79 SCALE: 1 *=10' CURB RAMPS TO BE WSDOT STD PUN F-40.15-02 TYPE PERPENDICULAR B nj CURB TABLE ecrt i/a p 1/2 p 3/4,& ECR EX. 10' ACCESS EASEMENT I 10' WATER EASEMENT -- -' �- - - - - - REC. N0. 5101160234 8 9 10 ACCESS EASEMENT (SHARED ACCESS EASEMENT) STORM NOTES: i N r- r 0 ICY) Xo ao°oao; o0oic�40 o; 0' 0�1� 0' 010 010 LO 11) Lo Lo LO 520 520 STA. 30 + OM, 0.00' END OF SHARED DRNEW Y ELEV: 511.98 CENTER OF CUL -DEQ -SAC 515 STA. 104-00.00, 31.5;0 LT 515 ELEV: 509.68 PROPOSED GRAIDE O q 510 510 EXITING GRADE O 505 505 1 t PROPOSED SEWER 5W B #19 500 SEE SHE RD -01 23.0 0, TYPE 1 / BI-DIREC IONAL GRATE ALF, 12"� SD 1G=50�J:09-'. 9.75 0 S 0.74% 495 Ic= 495 g 12 r� 505.27 600 W 504.!2 S 30+00 30+40 30+80 31+20 31+60 32+00 CONSULTING ENGINEERS LLC .� '. 7 AS -BUILT 33400 sen Avenue South I I i I I • y'`! Suift 205 Federal Way, WA 98003 'Mal�r aota-aM : • Gi 2 Watidnp Dep amww Before You Dip w.06cmm* *1� .c0m W - 4m an� (m) mm -mm 811 I � I A,r. ..401 ,� umbe L ac"m C~ • •��•••• �,T,�o,ORWA) ESDI JOB #1670-003-013 j�S% N0. REVISION STATION OFFSET ELEV. 14+27.40 10.00' LT 504.06 ---- ---- 304.16 ---- ---- 504.24 ---- --- 304.33 51+76.10 16.00' RT7 504.41 [,&=W45'14" R=36.00 L=54.22 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRA0 AGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/ MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AMID IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE T. THAT THE INFORMATION SHOWN HEREON REFLECTS THE � t AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING PRACTICE. T2s ZACHARY T. LENNON, L.S. N0. 44925 DATE: ESM 01/05/16 SURVEYED: DESIGNED: LGB CJR CHECKED: BY DATE I APPR I APPROVED: SPOT ELEVATION CHART POINT ELEVATION A 544.40(* FL) B 504.42(0 FL) C 504.43 D 504.45 E 505.03 F 505.05 G 505.10 H 505.12 n e-- SCALE: 1 „_�' Z' 1 =5 VERT. myna 20 10 0 20 40 KEY MAP 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) (NOT FOR FAIN CONVEYANCE) STA. 14+25.439 10.00 RT.- I g -- ri EL=504.07 ROAD A STA. 14+27.47, 10.06 RT. {LIMITED RESIDENTIAL ACCESS) 49 EL =504.11' 504.31 .54 cn w W0 a .78 > � Q a - A=91' 14946" Z w R=35.00'Lm cn L=55.74 Q ww N r STA. 52+66.12, 16.00 RT. EL. = 505.01' i RAMP #4 STATION b W4.ui • rL 14+25.43 10.00' RT C 504.18 ---- 504.31 ---- ---- a�R ---- D 504.16 �4 Q 16.00' RT 505.01 Q= 91'14'46" E 504.78 /2 0 N CD F 504.76 /4 0 G 504.85 ECR H 504.83 cn w W0 a .78 > � Q a - A=91' 14946" Z w R=35.00'Lm cn L=55.74 Q ww N r STA. 52+66.12, 16.00 RT. EL. = 505.01' i RAMP #4 STATION OFFSET ELEV. 14+25.43 10.00' RT 504.07 ---- ---- 504.31 ---- ---- 504.54 ---- ---- 504.78 52+66.12 16.00' RT 505.01 Q= 91'14'46" R=.35.00 L=55.74 R-316231 SCALE: _ 1 M=20' HORMWAL- HAD 11ss3/ltvt �► CITY OE RENTON OW INCH IDATURA AT FULL WALE Planning/Building/Public Works Dept. IF NOT ONE MACH SCALE ACCORDONGLY SPOT ELEVATION CHART POW FI IATION A 505.02(0 FL) B 504.98(0 FL) C 505.05 D 505.01 E 505.65 F 505.61 G 505.72 H 505.68 CHECKED FOR COMPLIANCE TO CITY STANDARDS RY L E E' S PLACE 01/05/201 FlELDBOOK: PAGE: ROAD AND STORM PLAN AND PROFILE offlaw NO, AND CURB RAMP DETAILS RD -04 SHM. OP 12 22 A-9 -- R 3762.57 C.0 CA Z• m 0tTj N+ *K:r z C m0 m r m yr mCD -p 0_ 0 �P r p., � I Nz m 00 00 t� m m O J 00 00 4 D N 00 00 D 0tTj T w N 1 yr mCD -p CD M� w M ►-d 0 �P r p., � 1 00 00 t� w 00 N J 00 00 N CD I I 1 D T o til 520 515 510 495 1 1 s 63 LF, 18"0 SD SEE PROFILE SHEET PN -02 1 i 1 i J 1W711AG 1306796.57 00714.19 306757.84 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA n M= e m r r � I co Oil Nz m n a Lo9 D N=160785.50 � 112' W 0 238 LF 60 E=1306807.57 < � EXISTING GROUND ACCESS ROAD o = FOOTING DRAIN TG=505.68 IE=499.709 6"0 =i '1 PER PLAN O S=O% I ' 5 WIDE POND BERM IE=499.70, 12"0 I POND FENCE SEE DETAIL ON ELEV=497.50 TOE OF SLOPE -III- SHEET PN -02 ELEV=504.25 C8 021, TYPE 1 PROJECT TOP=5M•7g TOP=505.75 TOE 505.75 WATER QUALITY A CONCRETE WALL 24 LF, 12"0 SD N= 100753.40 " ®S=1.0496 E_� $� 130 31.x3 �• BOUNDARY TOE=496.50 ELEV=493.50 TG_ 503.76 711117,71-1.111-77111-111 , +ti , I PROPOSED GRADE €fit=4��A IE -499.46t 12"� '1 1-1/2w CRUSHED SURFACE -, ---------------------------- _ t r TOP COURSE .. - ('''14' ----' '-"� ----- .10, _ - - SU®IrR6�ED OUTLET 2-1/2" CRUSHED SURFACE ------ --- -N- N ------- _ _ N =4 6046844-160730.00 BASE COURSE 1306751.12 SEE PROFILE THIS SHEET POND ACCESS ROAD -- B 1 rr= '�"_ _ I IH �-.� --�--- �--- ---� --'T _� TOP=545.75 T0�=d.501 -- , . (;B TYPE 2 - 54'� I n� ..�,. �T��.1 �T�� �.•,-� logy NOT TO SCALE 1 1 s 63 LF, 18"0 SD SEE PROFILE SHEET PN -02 1 i 1 i J 1W711AG 1306796.57 00714.19 306757.84 d12 Walciip D"m 90ort You Dip 811 mMUoatwN EL.EV=493.50 POND CR �ISS SECTION=& -A SCALE: 10 =5' H11f. 1+40 1+80 2+20 CONSULTING ENGINEERS LLC moo Snh Avwue S«,lln C' I • I i f 206 Feel" Way, WA 95003 1!♦NIAL www.eumcMI.com � r� On -0113 =En Mss I M= W" l - I La-ie� A vhvq*c mm ESM JOB #1670-003-013 520 515 515 510 510 505 500 495 495 490 490 485 60 y1' 4011 fie,. /s>h t W z 0 I PROPOSED GRADE EXISTING GROUND POND BERM DESIGN W.S. "''- ,� ELEV=505.75 ELEVr-=504.25 11.E ,y• W.Q. DESIGN 4 0, LF, 18"0 SD ELEV=497.50 ELEV=498.50 • S�O�fii 1.7 IE- . 18"* --------------------------------------- --- ---------------------------------4K.10---------- -------- 1' SEDIMENT STORAGE •� P------------------ ---- ELEV�=493.50 27.7 -+R-_,�- LF, 18 "0 SI • S= KEYED POND BERM 9. POND CROSS SECTION B -B SCALE: 1'•2o' HOW. 3+00 3+40 3+80 7 AS -BUILT ESM 01/05/16 SURVEYED: DESIGNED: LGB DRAWN: CJR CHECKED: N 0 . REVISION BY DATE AP P R APPROVED: 4+20 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE MACH SCALE ACCONDMiGLY 4+60 ,our -AL: NAND im HONZMAL: NAD 1963/1991 DATIJM SCALE: 1" = 20' 20 10 0 20 40 POND VOLUMES REQUIRED PROVIDED DETENTION 549020 CF 679904m CF 56J O1 WATER QUALITY 13,640 CF 2514 CF 1397116 r"AS UILT CERTIFICATION: EBY DECLARE TO THE BEST OF MY KNOWLEDGE T. THE INFORMATION SHOWN HEREON REFLECTS THE dr CONSTRUCTED CONDITIONS." THIS CERTIFICATION SED UPON WORK PREPARED IN ACCORDANCE WITH N . GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING PRACTICE. `t f 441125 ZACHARY T. LENNON, L.S. NO. 44925 DATE: SEE SHEET RCS -03 B VA. TYPE 2-40"0 W/ TG= SIMMO CONC. 1lN�t IEw a,18 0 4.62 W E =4 64WL 189P0 46b.62 SE OB #8, TYPE 2-54"0 VNTROL STRUCTURE BIROK�GE T '."30"1 COW.* RNIE 10 4OL74 N IE -40642 -WO 4+06.51 E 5+00 5+40 CITY OE RENTON Planning/Building/Public Works Dept. 515 495 490 R-316138 485 ' CHECKED FOR COMPLIANCE TO CIN STANDARDS RY L E E' S PLACE 01/05/201 FIELD900K: POND A PLAN, CROSS SECTIONS & DETAILS PAGE: NO- PN-01 O:PN 01 sHEEr: OF: 13 22 A& 0 A-37(62348 ' D lz G z C M= e m r r � I co Oil Nz m n a Lo9 D � 112' W 0 POND < < � EXISTING GROUND ACCESS ROAD o = o CONCRETE DESIGN W.S. WALL PER ELEV=504.25 PLANS 6"0 FOOTING DRAIN 0 ELEV 499.70 W.Q. DESIGN PROPOSED GRADE €fit=4��A ---------------------------- 1' SEDIMENT •� F STORAGE •. d12 Walciip D"m 90ort You Dip 811 mMUoatwN EL.EV=493.50 POND CR �ISS SECTION=& -A SCALE: 10 =5' H11f. 1+40 1+80 2+20 CONSULTING ENGINEERS LLC moo Snh Avwue S«,lln C' I • I i f 206 Feel" Way, WA 95003 1!♦NIAL www.eumcMI.com � r� On -0113 =En Mss I M= W" l - I La-ie� A vhvq*c mm ESM JOB #1670-003-013 520 515 515 510 510 505 500 495 495 490 490 485 60 y1' 4011 fie,. /s>h t W z 0 I PROPOSED GRADE EXISTING GROUND POND BERM DESIGN W.S. "''- ,� ELEV=505.75 ELEVr-=504.25 11.E ,y• W.Q. DESIGN 4 0, LF, 18"0 SD ELEV=497.50 ELEV=498.50 • S�O�fii 1.7 IE- . 18"* --------------------------------------- --- ---------------------------------4K.10---------- -------- 1' SEDIMENT STORAGE •� P------------------ ---- ELEV�=493.50 27.7 -+R-_,�- LF, 18 "0 SI • S= KEYED POND BERM 9. POND CROSS SECTION B -B SCALE: 1'•2o' HOW. 3+00 3+40 3+80 7 AS -BUILT ESM 01/05/16 SURVEYED: DESIGNED: LGB DRAWN: CJR CHECKED: N 0 . REVISION BY DATE AP P R APPROVED: 4+20 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE MACH SCALE ACCONDMiGLY 4+60 ,our -AL: NAND im HONZMAL: NAD 1963/1991 DATIJM SCALE: 1" = 20' 20 10 0 20 40 POND VOLUMES REQUIRED PROVIDED DETENTION 549020 CF 679904m CF 56J O1 WATER QUALITY 13,640 CF 2514 CF 1397116 r"AS UILT CERTIFICATION: EBY DECLARE TO THE BEST OF MY KNOWLEDGE T. THE INFORMATION SHOWN HEREON REFLECTS THE dr CONSTRUCTED CONDITIONS." THIS CERTIFICATION SED UPON WORK PREPARED IN ACCORDANCE WITH N . GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING PRACTICE. `t f 441125 ZACHARY T. LENNON, L.S. NO. 44925 DATE: SEE SHEET RCS -03 B VA. TYPE 2-40"0 W/ TG= SIMMO CONC. 1lN�t IEw a,18 0 4.62 W E =4 64WL 189P0 46b.62 SE OB #8, TYPE 2-54"0 VNTROL STRUCTURE BIROK�GE T '."30"1 COW.* RNIE 10 4OL74 N IE -40642 -WO 4+06.51 E 5+00 5+40 CITY OE RENTON Planning/Building/Public Works Dept. 515 495 490 R-316138 485 ' CHECKED FOR COMPLIANCE TO CIN STANDARDS RY L E E' S PLACE 01/05/201 FIELD900K: POND A PLAN, CROSS SECTIONS & DETAILS PAGE: NO- PN-01 O:PN 01 sHEEr: OF: 13 22 A& 0 A-37(62348 ' D lz G zm C M= e m r r � I co Oil Nz m n a Lo9 D 00 00 llm� 0 0 N _O r� C Cn wpb Q 00 a> ~M 00 W M 00 N ,._ 000 c CD D T C � Oil 520 515 510 495 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 520 w" MP � ___-- "w Way a e10 oR cal l im ORCq POST A MINE F%" POST um POW - sPwClD POSipE - r -MR /�a■� 1� \•�•i �IlroavrnlE -- �vr1IIE T�II�1oavlwE , o+oo 0+40 o+eo 1+20 OUTLET TO CB #11 SCALE: I a_� 1'=s' vary. REMOVABLE WATER— TIGHT COUPLING PLATE WITH ORIFICE AS SPECIFIED FRAME & LADDER OR STEPS OFFSET. SEE NOTE 7. FRAME & COVER ELEV. PER PLAN. INSTALL BRASS INFORMATION PLATE ON STRUCTURE WALL NEAR LADDER. CLEANOUT GATE: SHEAR GATE I.E. 496,rbgr 18"0 466.74 STEPS OR LADDER— Cd 2 WN kk ADDER— G121Morlcinp Days 9mfore You Dip 811 LWAfte w 0 1 4ftn CarAw da.MrtoatwN ELEV NOTED ON MAIN DETAIL ELBOW DETAIL NOT TO S AL.E NOTES CONTRACTOR TO INSTALL FROP—T ,. AN aawowl. Pod 6. s> M b. Ur AWAY FROM STRUCTURE EDGE TO 2- AVOID CONFLICT WITH DEBRIS CAGE 'Aft4ftbpatilbeftm. AND MAKE SURE FROP—T IS .w M t:h�iu L IIMt�'�ROI10 STRUCTURALLY SECURE. HalebMTgrmmV""lob w. EL. 503.81 MI1� dM Ald A/ irll� wrn�r. W.S.E. _150-4126 5".56 3. Qd@L aw *A*&*m am *mN nd 4'w0 ELBOr ORIVFICE -- 1-7/8 ' EL. = 40&.-26-503.56 • 6"* ELBOW w • .% 2-1 8"0 ORIFICE / .31 EL. = -802. .13 - 2.25' „ILS (1.5 x 1.5' = 2.25') 54" I.E. _498.Wi, 18900 406.81 18"0 FROP TEE RESTRICTOR PLATE WITH 1 "0 ORIFICE C.B. #8, TYPE 2-54glO CONTROL STRUCTURE SCALE: 1 w : 2' • r+s Vm MP PAL wm MP aw NOTES ft" POST - w"m wm Awa. (Tvpj�) .,Nrwuc 1� OVA=a jw w1x. ,. AN aawowl. Pod 6. s> M b. Ur Tam"m vim aft" rml 2- 'Aft4ftbpatilbeftm. .w M t:h�iu L IIMt�'�ROI10 HalebMTgrmmV""lob w. MI1� dM Ald A/ irll� wrn�r. 3. Qd@L aw *A*&*m am *mN nd 515 "�..' ""°"'M'rE �'..'� b mom FAit� MIO (t11r.) . � F�rroc MN1(Tr'P_) TIE vdM (TMP. - s1fET+pMt MR (TMP) - SIIETCIMI MR (T1iP-) •Nm� M' Wit. a C t • ilk �.. t 510 ` • T..WI M r�IOlaasaavwE • olMr� uc 1 1111146 (TIrP) ' t t i�M* i f fl1EIrC t�rI0I1 r~E PM ..•�-rpt .. - nnTE POST TYPE 3 495 CONSULTING ENGINEERS LLC 334M Oth Avenue South Suft 2M Federal Way, WA 98003 Fl� 1AW ( On -5113 Www.NfT1CtN�I.COR1 milEmomm "2_24= �r ( w7 -woo Public I++«- I Landes" t Architecture ESM JOB #1670-003-013 ,m„ /STE AS—BUILT CERTIFICATION: 1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS—CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING PRACTICE. ZACHARY T. LENNON, L.S. N0. 44925 ATE: CONTROL STRUCTURE NOTES: 1. USE A MINIMUM OF A 54 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. 4a 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. 7 1 AS—BUILT PLAN VIEW SCALE: 1 " = 2' REVISION � a1I oalllw ��j POST DUAL o TE vI1IIE - a1+1� � w Wic (Tr► i TEa m WAM - 1100 Ir10 - M� ea rwK i r Ohl I� e...� n �- a�IlEronEil wt R�.i Pill POST (AT M DR OOIr�q MAL O POLL POST f M11�1 4 V o � P�pST oETA L c� CHAIN LINK FENCE TYPE 3 NOT TO SCALE METHOD OF FASTEMNIS SINEWATIOP06i f tAft- _ •:•• �;..•* +, •♦• . •• i• •• •• •• •• •• •• •• •• ••• •• '•• ••'• ♦••••••••.'•❖:.;Iti�i��:•;:i:i�•i•i•-••+••- •- •Y••!••••-•::.�ii!t ' �f�•.A------ -------- 00 ~-•r!••'••�i•y•i••••i•.;.•. It�I•�.Iw •.;•.• ••.O " •••••;• I Al ♦••ia • • • .••.w .••• •••• ' •••••.••• •••••••••••••'••••a.•♦. •:*;••'•'•-• voo* ;..:• , • • • • . • . .. • • • •. <.°. Lz, x,►'."s!.7e .l��.T�S.LL'- - -tt *-t-%t—�.! t�!.X - - - - - - a - - - - - - - - .,- - ,..t - - • . .a ��2.* :_t_!_t_t_t_i-._s_t_ _E..7.�.f.' 2. S.Lt_�_t�t~LL o4-1 VAL t�2 t..s • 0 a - r - olri1I111INt P!� ?MPE � J ___ r - � - aww LN1 P/IOE TME � __� OOII�I,E M1E romm ME MSE PftT 61IIETC t MR 0w) TIAIIrIxm I� 11now FAQ MIO (TVP.) EMi wxT \_ "� P� TMIrE. POU pwr �O CHAIN LINK GATE NOT TO SCALE ESM 01/05/16 SURVEYED: sc,ALF: bERTICAL: NWD 19M1 " 20' HM�AL: W ,n3,1101 CITY OF DESIGNED- LGB D1ARENTONCJR ONE "CH DATUM CHECKED: AT FULL SOME Planning/Building/Public Works Dept. IF NOT OW INCH BYDATE AP P R APPROvm: SCALE A CORDPIGLY TS I v MAW MN0 T.i.o» vmlE 1110"m mom - �" T�IIwoII vIIIIE tM MOT 1I..I... � o11r�I iit 9 Q P!♦� TSE. LME SOLT v 9 Ohio Pmr R-316239 CHECKED FOR COMPLIANCE TO CITY STANDARDS RYLEE'S PLACE POND A CROSS SECTIONS & DETAILS Ag: R37623� 01/05/201 PAGE: N0: PN -02 SWEET. 14 ��22 0.-" Do 000 N 5� �y� 1 CD Uj� r a�00 1 0 V 0 00 N Q00 CD D 0 22' PRIVATE ACCESS EASEMENT 20' 1' PAVEMENT 10' 10' ' 1 2= MAX. I I � 2.09: -2.0% 2:1 MAX. 6" CRUSHED SURFACING 5' (NP.) 5' ao gyp BASE COURSE 3" COMPACTED DEPTH ATB -0 2" COMPACTED DEPTH HMA 112"0 S.D. -/;) 8"0 S.S.-y0 SHARED ACCESS EASEMENT %/rDTIrrA1 nD Dnl i C n r%1 IDD R/W 26' PAVEMENT S/W 8' PLANTER 6' PARKING 10' � 10' 0.5' 0.5' 1' SIIMICUT 2:1MAX. � 2.0X 2.0X _ CEMENT CONCRETE 5, � 8, VERTICAL CURB AND GUTTER P. TYP. - 12"0 S.D� m 6" CRUSHED SURFACING BASE COURSE 0.0-800 S.S. 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA RESIDENTIAL ACCESS - 120TH AVE. S.E. SCALE: 1'=s' GENERAL NOTES L VI V VIII I.P %J%JA I V VERTICAL CURB MAILBOX SIDEWALK TRANSITION DETAIL NOT TO SCALE _I 1'-4" _I 2'-7" MAX. _I MIN. 5'-0" CLEAR WIDTH _I ZF 3' MIN. COVER "0 WATER 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MAINiJAL (KCSWDIM) AND THE CONDITIONS OF PREUM04MY SUBDIVISION APPROVAL. 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 IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDM�iG TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIIFICALLY 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, SEINER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD 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.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPUCANT'S/CONTRACTOR'S RESPONNSIBIL.ITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIII EMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WRI♦Mr A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B15.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOMIED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVKX G ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, 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 THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAIGGER FOR EACH LAME OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. d12 worlft Dep 94ft►* You Dip 811 aWrrMatwN MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT. 6� 3/8" X FULL DEPTH EXPANSION JOINT SIDEWALK R• o. •. . - ' - • SEE NOTE NO.2 �W TES: SEE SEC. 5.04. KCRS. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY THE U.S. POSTAL SERVICE. ►NCHOR BOLT PATTERN 'ER N.D.C.B.U. PEDESTAL EMPLATE. SEE NOTE N0.2 NOTE: 1-6' � SEE K.C.R.S. DWG N0. 5-010 REFLECTMIG CURB DETAIL FOR FIKMr v!w MNLBOX LOGTIONS NEIGHBORHOOD MAILBOX UNIT NOT TO SCALE R/W 5' S/W 2• • A11e V .... CONSULTING ENGINEERS LLC �• 7 AS -BUILT SI,i1s 205 10 Sayer+ 0 10 1 w I Federal Way, WA 9000.3 . �wII� gra =811"113 EYNNEff 257 -GM munl� (NO M-21111111 CMI Enonest " I LA" S"""''*'' ( UNW F40w*p got t, pubde ,Morias I, mm- go -8 -1 LWN11006" ArdhibWlimm C� ESM JOB #1670-003-013 'L'� t f14 No. 0' DI AUTE D CEMENT CONCRETE VERTICAL CURB AND GUTTER REVISION DRIVEWAY 5'-0" 6'-0" 1/2" R (TYP.) DEPRESSED `O CURB & GUTTER (SEE NOTE 3) (BY OTHERS) 2% 10 D- ° • • ° r• ,0 r D •e . . D , D 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES VARIES VARIES 14' MIN. z D zmm 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) z m m m VARIES 6" to 0 BUFFER STRIP (TYP.) 1 toD 5 D D m SECTION O 47' LIMITED RESIDENTIAL ACCESS 20' DA\ /C1,IC&IT Q' DI AUTCQ 5' (TYP.) 6" CRUSHED SURFACING J I Ll 2"0 S.D. BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA LIMITED RESIDENTIAL ACCESS - ROAD A SCALE: 1 "=6' ESM 01/05/16 SURVEYED: DESIGNED: LGB DRAWN: CJR CHECKED: BY DATE APP R I APPS: SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE ITCH SCALE AOOORD111116LY CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 5 OF 6 ADOPTED CITY OF RENTON STANDARD PLANS *t LST DATE: 04/04 DWG. NAME: F004-4 SP PAGE: F004.4 R/W 5' S/W 2.07 12: A,x R/W l� 5 S 2:1 A#AX• 2.0, 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS A SCORE LINES TO BE RADIAL AW TO CURB AND GUTTER i •' too'.W + 1/2-X4" EXPANSION MATERIAL 1/4-R AT JOINTS SCORE LINES e s "W" -WIDTH OF SIDEWALK - ------ 1/2"X5" EXPANSION MATERIAL CURB RETURN 1 /4"/FT. SLOPE ONLY 1/2"R 1 /4"/FT. SLOPE 7 1/2-R 4" 1/2"R PAVEMENT AS PER PLANS 4" 1 r PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY--// ARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A -A SECTION B -B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS A JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2-X4- EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 112" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). 47' LIMITED RESIDENTIAL ACCESS TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PLANS N LST DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 20' PAVEMENT /W 8' PLANTER 10' � 10' 11 8' PLANTER i 0.5' I 0.5' 3' MIN. � 9► COVER 2.0%_' 0% 5� f 5' (7YP.) CEMENT CONCRETE VERTICAL CURB irm D GUTTER "* MIW.M. 6" CRUSHED SURFACING :12900 S.D. BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA FROM STA. 12+97.50 TO STA. 13+83.00 LIMITED RESIDENTIAL ACCESS - ROAD A All SCALE: 1 "=6' R/W 5' S/W 2.OX _ ;1 444X. CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWINGI HORQOMfAL: NAD 1963/1991 CITY OF RY L E E' S P LAC E RENTON ROAD CROSS SECTIONS & DETAILS DATUM Planning/Building/Public Works Dept. A�3 : R 37(Zya DATE. 01/05/201 FR I.DNOOK: PAGE: DiAMwNiG NO: DT -0 1 SHEET: OF: 15 22 dft i i • z D zmm c < z m m m id c m 1 t� 5 W00m m m 00 00 N I O m n 8 00 00 0 0 id yrcn 1 t� W00m 00 N 00 00 N m Ld W z C LL1 cr_ an iZ W w W J >00a: V) A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA G STItllG7URE8 REFIOVED STREET TREE LEGEND (2unrrtim 91g C421MENT4 Tilis cordata 'ChwweIlor' / CHANCELLOR LITTLELEAF L*4C>EN Csinkgo bikA" 'Autumn Gold'/ AIUTUMN GOLD MAI I R TREE EXISTING STRUCTURE TO BE RET" 1OVED f i 'fir .- • • •I—A• • • • - • � 3 i Alk + jI 'sO t jf p TRACT • c fil(STORM DRAINAGE)__Ak__ k , " ., - - - 4. . i . ., A � - � � - v,av_ ]KIP ENLARGEMENT AT STORM DRAINAGE TRACT 'A' �E: i" , 20'-V" �rN' iiVW CONSULTING ENGINEERS LLC 33400 8th Avenue Sown I • Suits am FedenW Way, WA 98003 1t1low� (� an -61113 www.eomcwd.com � (4� 297 -OW ami tear) eel-z.oe C" Enonewirp I Lewr Sur4wAft I Land Mum* Public works Project mm"worm-t Law.cgw Architecture ESM JOB #1670-003-013 < REVISION u] SCALE: 1 " = 40' Tw EEN6M____ Nq 40' 20' O 40' SO' CONTOUR INTERVAL = 1' ESM 01/05/16 SURVEYED: DESIGNED: LGB CJR CHECKED: BY DATE AP P R I APPROVED: 1 30 40 ONE INCH AT FULL WAIX F NOT ONE INCH SCALE 04000VO04 LY Arctoat"loo uva ursi / KIMIMKMICK + + + + + + + ft*x* calyclnoid" WLE-LEAF CREEPER Csaulth ria eche I Ion / SALAL PLANTER STRIP PLANT LEGEND 21 1- 1/2" CAL. 545 F, 1-1/211 GAL. 1540 (MALE TREES ONLY) (P6 AS MOD AS MOD AS REQ'D 5 GAL. 5 G%4J 5 CsAL. 5 CsAL. 4" FOOTS 4" POTS 4" POTS FULL, YICsOROUB FULL, v FULL, VrAoDRIOUS FULL, v 24" O.C. TRiANG. SP. 24" OAC. TTRIANG. SP. 24" OCG. TPUA 3. SP. SYTIMOL. QUANTITY SIZE CQPIMENTS Com s kousa / CI4*eSE 10 i" CAL. FULL, Vr.*09WU6 Styrax japonica / JAPANESE SNOWDELL 13 1" CA-• FULL, vka09VUS - Ca lluns vulgaris / SC.OTCW WEATHER 231 5 CIA'. LL441TE OR PNC Lavww:iula angustifolia ?*kmtead' / EWI. LAVETPEiR 162 5 CsAL. FULL, OU644Y Featuca glauca 'Ovine' / COMPACT BLUE PESO 158 5 C*AL. FULL, BU644Y Slantolina 1o4K* / LAV Eh� COTTON "IPS 5 GAL. FULL, YKsOROU6 Artammis 'Powis Castle' / POUAS CASTLE AIlTEM61A 121 2 G.AL. FULL, Vr-v0P )U6 Papaver *pp. / t'OPP'Y FLOWER AS REQ'D 4" POTS 12" OAC. TRIANG. SP. M • • . LAWN- SEE SPECIFICATION ON SWEET LA -02 • , •. No"ICAL: NAVD i m HONZONTAL: NM 1983/1!91 DATUM CHECKED FOR COMPLIANCE TO CITY STANDARDS R-316241 RECORD DRAWING CITY OF RYLEE'S PLACE iR RENTON LANDSCAPE PLAN Planning/Building/Public Works Dept. Ag; 93762 q I 01/05/201 PAGE: DieAwiNG NO: LA -0 1 SHM: 16 ��22 8 �cn { 00 00 0 0 w tT N p PO 5' 0<4 �tTj Is 44 .�tTjb C Pr ' 00� 00 00 N 00 00 tit tTj zrn c: = c '0 0 Ir� Nz M n 3 O D 00 00 0 0 w tT N p PO 5' 0<4 �tTj Is 44 .�tTjb C Pr ' 00� 00 00 N 00 00 tit tTj Li,J 3 Ed-VIi411 SPAC NIG 46 b ire cia OF Pt..arr � AS w s��o�w ON I EDGE OF PAYINCs OR PLANTING: D� SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO actie PLAINT 1" HI *m TWAIN IN NII,NldERY FINISH GRAIDE —� DISEASED AND BMC DFU�NiGHES —REMOVE TOP 1/3 OF BURLAP —2" SETTLED DEPTH FINE GRADE SARK M LCH i. - by _i0 f% F-"f�'"'fY I .i':.: 'Y;. frj� • - _' -:-- :•-:: ;__RTtLIZER TABLETS USE APPROXIMATELY 9-10 L96. OF 10-20-20 N -P -IC FERTPER ILIZEIR _ '-�,- e'> (4-21 GRAM-20AV-5) IOM FEET, AND APPROXIMATELY 415-46 L96. OF WOOD . / - ,f CELLULOSE FIBER MULCH PEit 1a00rl� FEET IN • - ,���;, --f..-�.=f� `_- `\� ALL AREAS TO �E � (oil .v,t AMEND NATIVE SOIL WITHSE b" DEPTH 3 -WAY MIX TOPSOIL , COMPACT AND WATER T Y SIEEDINICs TED IS LIMITO MAIRCN 1- MAY 15 4 A JGU6T IS - OCTOBER 1. ♦ NQ!"I NATIVE SOIL MOUND + SEED A".AJ I C.ON�'OR!'1 TO STANDARDS FOR "CERTIFIED" CiRA86 SEED / ♦ 2x i4OIOT'BAL.L WIDTH „ TO &&%7 + Olt A6 OUTLINED IN WbDA "Il1,1LES F.O!! SEED C:E!!T!F{CATION , LA -01 FOR • • ' . + SHRUB PLANTING DETAIL LATEST LED IT{ONI. LANDSCAPING IN TRACT 'A' NOT TO SCALE STAPLE w" WOSIE OR VINYL WITH >i "iGE GAL.VAtrIZED STEEL WNL TIES PM6E D BRcww.414m � • NOSE AND WW TIES, SEE DETAIL ABO .2x2 PINE TSTAKES SET STAKM KU -Aft TO PINEvA ILIN.1 WIND NG MATEERIAIL. AND TOP 1/3 OF WN AP -IUATEIlINICs BASUN 2" SETTLED DE!'TN FINE GRADE SAW P' LC 4 NOT TO SCALE y' I=RE HYDIRANT - TYP. LANDSCAPE NOTES I ' 1O'WIDTH ON—SITE LANDSCAPING1. DO NOT DIG LOCATh46 UTILITIES. I SCALE: 1" = 20' 2. 6, I NCLUDW-1 Be TO WITHIN IA TH FOOT PIROI/IDED BY CA9EWA - I CONTRACTOR UNLESS OITHEIMINSE NOTED. STAKE3. SMIGARADE SWALL BE SCAI VHM OR ItOTIOTILLED P CONDITIONS 1111ma" I E. ' - I TREE 4. APPLY b" DEPTH TYPICAL 3 -WAY MIX TOPSOIL IN ALL PLANTWx AREAS OR A6 I OTINEI 6E NOTED. 1 . - I 5. APPLY 2" DEPTH FM GRADE BARK PI LC 4 IN ALL PLANTWx AREAS. MULCH TO BE j MEE OF WEED SEED, QiAu1DU6T, PEW OR TIN AND SWALL NOT CONTAIN ANY + - RE NFOIRCED R H08E CpMP+Ot�S DETlItTAL TO PLA*1T G�OWTI�. OR VINYL WITH 16 G�4UCsE u.t GAI VANIZED STEEL WARE TIES b. CONTRACTOR IS 1111IIIIE6PON6111BLE FOR ,ANY frMm S 06TITUTIONS OR DETAIL UNFOIRIEWIN FIELD CON DITIONI6 TO TWE ATTENTION OF THE LANDSCAPE AiICNITECT. • • I I 1. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES, OR VARIETIES BABIED ON MAX. AVAILABILITY 01t FIELD CONDITIONS. 2" - I DI AND BRIOICEN BRANCHES S- ALL PLANT MATERIAL SI ALL BE DISEASE "WE AND ARRIVE IN A VWRIOU6 } CONDITION. TREE CALIPER SN4ALL BE ME 6" ABOVE I 2x2 i"INE TIB'�E STAKES ��E t WIRE TIES, 9. ALL PLANT MATERIAL SHAi_L C:ONPOI!!"1 TO ANSI STAi�ARD FOR Nx,ItbER1' ST - + , I SET STAKES PER ICULAR SEE DETAIL ABOVE OCMV + i TO r VAdLINCs MIND LATE6T EDITION. + . rrREMOVE BMWs TWNNE E TOP + NN .` IN6TA�.1. "TIDE BOOT" OR W. ALL M�A66 PLANTWB6 SWALL HAVE TRIANCGULAlt SPACWs. + + Ili " CI " IN LAAREAS.PLMT 1/3 OF BURLAP. TIN-2m NI�'sNER 2" SETTLED DEPTH FINE BLEND 11. SPECIFIED PLANT SPACWx IN PLANT LEGENDS S S SWOIIIN ON PLAINS. SAW IALCHI '!�E Aw THAN N N E!!Y 12. ALL TREE PITS S WA4LL BE ClhNSPEED TO INSURE PIt01� : DRAN ACsE. • , i WATERINCG BASIN FERTILIZER TABLETS 13. P061TIVE DRAINAGE SWALL BE MAINTAINED. MOUND PLANTWx AREAS A MINM"W OF 12" (4-21 GRAM -20-10-5) UNLESS OITWEPKUISE NOTED. AEW NATIVE SOIL W/ 14. CONTRACTOR ES TOUJAWANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE b" DEPTH 3 -WAY MIX AMINNO NATIVE SO4L WITH SCARIFY PLANTWG PIT tTjO-AN b" DEFPrW 3-11�4Y MIXTOI"SOIL PLANTING; SOIL _� ,, oe SIDES AND BOTTOM D MATERIAL W{THIN THAT U WANTY /MAINTENANCZ PERIOD W{TH NO OBLIGATION TO TWE I'B!'1'1LIZE R TABLETS 0 611 DEEP, FNM, NATIVE (4-21 GRAM -2040-5) IN B MIN. UJ PIT SAES AND 1501 1"I �✓ \ f \-meq `� t ,\f/ 1,..., /' OWNEpt 12 N PIlNI. FOIL WOOD N FNW NATIVE SOIL MOUW 2x IROOTSALL WIDTH ALL T"RES SWALL BE E STAKED AS SN4MN ON TWE DETAILS. STAKES TO BE CONIFEROUS TREE PLANTING & STAKING DETAIL NOT TO SCALE y' I=RE HYDIRANT - TYP. LANDSCAPE NOTES I ' 1O'WIDTH ON—SITE LANDSCAPING1. DO NOT DIG LOCATh46 UTILITIES. I SCALE: 1" = 20' 2. 6, I NCLUDW-1 Be TO WITHIN IA TH FOOT PIROI/IDED BY CA9EWA - I CONTRACTOR UNLESS OITHEIMINSE NOTED. STAKE3. SMIGARADE SWALL BE SCAI VHM OR ItOTIOTILLED P CONDITIONS 1111ma" I E. ' - I TREE 4. APPLY b" DEPTH TYPICAL 3 -WAY MIX TOPSOIL IN ALL PLANTWx AREAS OR A6 I OTINEI 6E NOTED. 1 . - I 5. APPLY 2" DEPTH FM GRADE BARK PI LC 4 IN ALL PLANTWx AREAS. MULCH TO BE j MEE OF WEED SEED, QiAu1DU6T, PEW OR TIN AND SWALL NOT CONTAIN ANY + - RE NFOIRCED R H08E CpMP+Ot�S DETlItTAL TO PLA*1T G�OWTI�. OR VINYL WITH 16 G�4UCsE u.t GAI VANIZED STEEL WARE TIES b. CONTRACTOR IS 1111IIIIE6PON6111BLE FOR ,ANY frMm S 06TITUTIONS OR DETAIL UNFOIRIEWIN FIELD CON DITIONI6 TO TWE ATTENTION OF THE LANDSCAPE AiICNITECT. • • I I 1. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES, OR VARIETIES BABIED ON MAX. AVAILABILITY 01t FIELD CONDITIONS. 2" - I DI AND BRIOICEN BRANCHES S- ALL PLANT MATERIAL SI ALL BE DISEASE "WE AND ARRIVE IN A VWRIOU6 } CONDITION. TREE CALIPER SN4ALL BE ME 6" ABOVE I 2x2 i"INE TIB'�E STAKES ��E t WIRE TIES, 9. ALL PLANT MATERIAL SHAi_L C:ONPOI!!"1 TO ANSI STAi�ARD FOR Nx,ItbER1' ST - + , I SET STAKES PER ICULAR SEE DETAIL ABOVE OCMV + i TO r VAdLINCs MIND LATE6T EDITION. + . rrREMOVE BMWs TWNNE E TOP + NN .` IN6TA�.1. "TIDE BOOT" OR W. ALL M�A66 PLANTWB6 SWALL HAVE TRIANCGULAlt SPACWs. + + Ili " CI " IN LAAREAS.PLMT 1/3 OF BURLAP. TIN-2m NI�'sNER 2" SETTLED DEPTH FINE BLEND 11. SPECIFIED PLANT SPACWx IN PLANT LEGENDS S S SWOIIIN ON PLAINS. SAW IALCHI '!�E Aw THAN N N E!!Y 12. ALL TREE PITS S WA4LL BE ClhNSPEED TO INSURE PIt01� : DRAN ACsE. • , i WATERINCG BASIN FERTILIZER TABLETS 13. P061TIVE DRAINAGE SWALL BE MAINTAINED. MOUND PLANTWx AREAS A MINM"W OF 12" (4-21 GRAM -20-10-5) UNLESS OITWEPKUISE NOTED. AEW NATIVE SOIL W/ 14. CONTRACTOR ES TOUJAWANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE b" DEPTH 3 -WAY MIX r/`� ' SCARIFY PLANTWG PIT tTjO-AN FULLCsItOWCs SILE�4bO��t INPAST hNSTALLATIaN AN0 S�4ALL POOL AC DEAD PLANT PLANTING; SOIL _� ,, oe SIDES AND BOTTOM D MATERIAL W{THIN THAT U WANTY /MAINTENANCZ PERIOD W{TH NO OBLIGATION TO TWE c�CDtt CD MCA N 0 611 DEEP, FNM, NATIVE � 00 UJ 00 -P.- SOIL MOUND 00 00 OWNEpt 12 N PIlNI. FOIL WOOD N IS. ALL T"RES SWALL BE E STAKED AS SN4MN ON TWE DETAILS. STAKES TO BE STNS 0 FOR iN AFTER ONE FULL TREES THAT HAVE DIED WITHIN THE ONE 2x R0OT9kAL.L WIDTH IN HEAVY SOILS, AUGi . ' ONxb' DEEP YEAR A / MAM�� X00 SWALL DE REPLACED AND RE -STAKED PER HOLE COR THlROUGI.1 HARDPAN) FILL WITH CAJS ED ROCK. VERIFY GOOD THE DETAIL. DRAINACsE PRIOR TO PLANTING. I&. L CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND DECIDUOUS TREE PLANTING & STAKING DETAIL ACCEPTANClE BY AUTWORIZW2 AGENCY AND / OR OUNIEPt NOT TO SCALE 11. ANY WORIK WITHIN THE TREE RETENTION AREA SHALL DE DONE BY HAND OR BY L 1&4T EQU"NMENT AND SIC"IF{CANT DISTUPMANCE OF TWE EXISTING: GORADE AND / OR VEGETATION WITHIN THE TREE PiETE_ ION AREA IS NOT PERMITTED. CONSULTING ENGINEERS LLC 7 AS—BUILT 33400 8�nAverxwe South SI • I � I � ISuite 206v) Federal Way, WA 98003 RMIIL � (� �e113 www.eemcml.com cs•n ; M-2111111 �► =Enj I mit I La>�oall ArdAocbxeD. �. ESM JOB #1670-003-013 mmnC 7E ,o. 743 No. REVISION ESM 01/05/16 SURVEYED: DESIGNED: LGB DRAWN: CJR CHECKED: BY DATE AP P R APPROVED: SCALE: vornrx: Him 1m NTS mmizow0c NAD ,m/1"I CITY OF RENTOR ONE INCH AT FULL SCALE DATUM Plan nin Buildin Public Works Dept. IF NOT ONE MACH / P SCALE ACCORDMIGLY R-316241 RECORD DRAWING CHECKED FOR COMPLIANCE TO CITY STANDARDS RYLEE'S PLACE LANDSCAPE PLAN DETAILS & NOTES A lao :3s 76ZJ V2...... 01/05/201 ME: DIMING NO: LA -02 slur: OF: 17 22 co $ D �m Z* 0= zi c r c tTjO-AN CLTI Nz mz IT m D ' v z G z c 3 cam 00 00 0 0 tTjO-AN w b>M ' c�CDtt CD MCA N 0 � tom-+ a� � 00 UJ 00 -P.- 00 00 N LLJ Z U W 3 Of CL EXISTING TREE L DOUGLAS FIR CTO BE RETANW ) MAPLE CTO BE RETAINED) CEDAR CTO BE RETAINED) al� DRIP LINE • EXISTING ON-SITE SIGNIFICANT TREE Cb 0844 MIN.) TO BE - TYPICAL SYMBOL A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA IVJ �.r lt.�.r► _111 "WI -100i , _CONSULTING ENGINEERS LLC 33400 Nh A� SOIXh Su+te 205 I 0 I 0 I * Federal Way, WA 98003 PNEnl� � aM-10113 www.00mcml.com 297 -OW rue+mm e") as -nn rublic �0 L «w surwyirry Uww now ESM JOB #1670-003-013 EXISTING TREES TO BE RETAINED- TYPICAL SYMBOL. txIbTIW.s TREES TO BE SavPn TREE RETENTION MRKSHEET 1. Total number of trees over 6" in diameter' on project site- 1. 142 trees i' 2. Certain trees are excluded from the retention calculation - Trees that are dead, diseased or dangerous2 0 trees Trees in proposed public streets 16 trees Trees in Proposed private access eesementsltracts 3 trees Trees in critical areas and buffers 0 trees Total number of ex cMided jr: 2. 19 trees 3. Subtract Im T from Iint 1- 3. _123_ trees 4. Next, to determine the number of trees that must be r�iainw'`, multiply Ow 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in al other residentw zones 0-06 in aH corn rnercial and Indus" zones 4 -3 7 trees 5. List the number of 6" or larger trees that you are proposingP to rw1W: 5. 38 trees 6. Subtract NM 3 from lint 4 for tv" io be rnpiaoM _ 6. -1 trees (N tone s is tees than zero, atop hwe - No rola-an tot *,ewe are ra*ired ' 7. Multipiy dint 6 by 12" for number of regLd rw- r�1ac I 7- NIA inches 8. Proposed size of trees to meet arli0+rrl requirement_ Mfinioov e r caliper a=ct' { ) 8. N/A i n che5 per tree 9. Divide *w 7 by On 8 for number of rgdacsmwrt b*60: (it 1 an wo is .5 or weave, round tv to ow no* vow& nw4w) ' jf a kAed at chat height. 9. N/A trees z Deed, 41aaaaed or dwigwoua *acts unit re r 1116ed as Much by A tbreater, registered landscape ardliMect, or W ortMad albON, ane by** City, c •• 1 V/ Irbil Areea, am,, "*"WAR- Mtn *, end W**ded lope=. are delved in sedion 4-34so of ria Baleen Murietpal Calle �RtI1C ). o W Count anty tlmee trMs to be relnrrd outede of crlcel arses and bugws. > tTMCity any re*"0wQ "Caren Of" tree M$w*on pian to erwae reter�lion of the w"mum number of Mr RW 44-131117a al r0111111169 010110111 Iowa, Nd+as of trove added to ariYcai are m, and inches &trees retained on aft that are tecta elan e` tont are grealar than 2' can be used to mod the free repiecanem requrern ad. 301+4]oL3oAn, 120 CY TREE PROTECTION MEASURES PER CITY QF RENTON E PROTECTION MEASURES FOR ALL RETAINED TREES: �A. C0N6TRLICTI0N STORAGE PROHIBITED: THE I ADPL CANT MAY NOT FILL, EXCAVATE, STACK OR STORE `AW1r EQU-- T, D I OF ANY MATERIALS, SUPPLIES OR FLUIDS, OFIEWATE ANY EGQUIPr1ENT ' 101,5 SI��NlFACES, OR COI'1PACT THE � INSTALL ( EARTH IN ANY UAY WITHIN THE AP EA DEFINED BY THE C tIP IL *E OF ANY TREE TO DE RETAlhED. 415- MENCED PRO'T'ECTION AREA RECUIRED: THE APPLICANT SHALL ERCT AND MAINTAIN SIX FOOT (b') +-HIGN CHAIN LIC it'1r CqNgT'RLICTION FENCMVCs AMMIND THE DRlP L_ hrEB OF ALL RETAINED TREES, f` ` OR ALONG THE FEW ETER OF A STAND OF RETAINEp TRE S. E PL44C 694LL DE PLACED ON FEN ciNCs EVERY FIFTY FEET (boo) Nor ATING THE WORDS, No IWESPASdW - 1'ItOTEI r '!SIDE OF THE M94CWA IF LESS THAN F TED TREES OR ON EACH _r IFTY FEET Com'). SITE ACCESS TO 11�IVIDI,�ALLY PROTECTED OR OF TREES SNA1.L DE FENCED AND 3K�sNED. I TREES N >IVID1"IAL TREES SHALL DE FENCED ON FOUN (4) SIDES. IN ADDITION, THE APPLICANT SHALL PRlOvI DE ISION LI VER EQUi}■tVNT OR ARE MOVING NEAR TREES. `' C. PROTECTION FltO�'1 GRADE CNAo�iC m IF THE LEVEL ADJOINW-s TO A f TO DE RAISED, THE APPLICANT SN,4LL T!!EE TO 8E RETAINED IS r CONSTftJCT A DRY R� t 4LL OR ROCK WELL AJWUND THE TREE. THE DIAMETER OF THIS 11141 L Olt WELL M *T BE EC.x,IAL TO THE TREES C*tfP L INE. i 0- PNOERVIOUS St,MIF,gCES PR014I0ITED IWTt-1IN THE D1lMP L MIS: THE Al'PL (CANT MAY NOT INSTALL IOLO &AWACE MATERIAL WITHIN T14E AREA " INED BY THE DRiP LINEOF ANY TREE TO BE � � RETAIl�ED. 1 E. RESTRICTIONS ON Ca*ADINCs UXT14IN THE D" LINES OF RETA*ED S: TREE THE GRAOE LEVEL AROUND ANY I -REE TO DE RETAHM MAY NOT BE LOWEPIM UTHIN THE GI EATER OF THE FOLLOWING AREAS: (1) THE AICA 049c*4M By THE DRIP LINE OF THE I REE OIt ( 11) AN ATEA AWXMD THE TREE EQUAL TO ONE AND ONE - HALF FEET (1-1/21) IN D IAME I E FOR EACI-I OW INCH (I u) OF TREE CAL IPER- ,4 LAsER TREE PIROTECTION ZONE BA6ED ON TREE SIZE, SPECIES, SOIL, OR OTWM CONDITIONS MAY DE REQUIRED. s� (ORD. 9*16, 12-3-2012) F. MULCH LAYER REGX1h WD: ALL AlIEAS UJITNIN THE 4 !!E QWRW FENCINCs SHALL BE COVERED ETELY EVENLY UJITH A MINIr'K, M OF TSE SES (3") OF MAW "jLCH PRIOR TO INSTALLATION OF THE P WTECTIVE FENCWx. EXCEPTIC** MAY BE ADVERSELY ,41CT i°iROTECTED DIF THE MULCH U�LL I m C C "C 1 C N I 1 U N NOTES: I GROIN PLANTS. CORD. 5i14, 12-3-2012) G. MONITORINCs 1!E DL tWx C ONSTILSCTION: THE ,4 40L IC,� NT SMALL RETAIN EXISTING TREES P"!lE1/IOt,SLY � AS RETAINED THE DETENTION A PROFESSIONAL POND AM NO VIABLE TO RETAIN ST OR OTHM CA ALIFIED rROPE TO P t4E S AND ROOTS DUE TO THE REQUNIED GiRAD INCs FOR THE POND. THE TOTAL >~�,Nr'}t.�E , FERTIL IZE, U�14 !R OF TREES TO !!E irETAI�p ON THE i�lllO� �.CT SITE IS '� ATE F',Olit ANY TREES A�� G,i,R TIER 38. PEiR THE TREE RETENTION ET ON THIS SHEET, 31 TREES ARE INCH ARE TO DE 1!E TO S,4D� T RETAINED. REPLACEMENT TREES APE REQUIRED. , NO H. ALTEilNATIVE PRIOTECTION OUPDATE OCTOBER 205: FIVE (5) EXISTINIG TREES THAT WERE DESIGNATED TO RETENTION PLAN WE'RE VANDALIZED AND CUT D01�N1. THESE FIVE (5) TRE S � SAVED ON THE TREE 4-4-130J.4, 91 GAL IP"ER INCHES ARE REQUIRED TO BE REPLACED ON - E TOTALED GAL IPER ee. P'ER pM AN ADDITIONAL. THREE (3) TREES THAT WERE NOT REG�t,I D TO SITE. THE MWACT ,4�IC 4T WA6 ABLE TO SAVE PLANT. 21 GAL IPER INICHES GRED ITER FOR THESE SAVED 8E RETAINED MR THE TIME ION REFI, -ACED. THE CITY OF RENITON CONCURS THAT TREES, THER1-cF0!!E "i�p CA�LI}�M I��iC�B �1AIN TO BE CAL i}�,ER. T EVERY 3' IN WEIGHT FORE Sle1lrCiEB EGx,I�ALB 1" EQW VALENT M THE REPLACE'I"lENT TREES PRO}�pSED AR 9' HEIGHT AT THE TW* OF INSTALLATION. INCHES PE "a. / 3" EQUt1/ALENT CALIPER 1NICI-IES 24 REPL T TREES � C�-� SHOWN ON LOTS 5 4 b. � . 24 RE}�L. TREES AS—BUILT ESM ki 1/05/16 SURVEYED: DESIGNED: LGB DRAWN: CJR CHECKED: REVISION I BY I DATE I APPR 1 "=20' ATZ�LLE IF NOT ONE #jCH SCALE ACCORDWOLY VERTICAL: ~ i m HOMMIGAL• lib 199/1991 Adr-,-N\ DATUM : ALTERNATIVES MAY 5681PE USED IFDETEMMINED TO PROVIDE Ems- OR G PwATLgt TREE PI®OTECTIONL - - CITYOF RENTON R-3 16143 CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWING RYLEE'S PLACE Planning/Building/Public Works Dept. TREE RETENTION PLAN f+0: A 3��7,y3 01/05/201 PAM: DIaMIINC No: LA -03 9HIMT: OF: 18 22 00 00 0 0 N b M o I 00 N 00 CD