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HomeMy WebLinkAboutR-389751W Q z ^ u / ' V LLJ D W o ry U Ld Ld U7 Q U7 Ld (n Ld ry^ r' U Ld Q Q) TRACT "F" 1 2 I I 3 �I I 4 I, 5 21 i 7 17 18 19 20 �\ ----- + + TRACT "B" VUECRES T ES TA 01500721 14 ---I HA ==- 13 1 12 11 10 r lr_rlAr h ++++++ .+++ TRACT "C" TRACT 'A" SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W M. VUECRES T ES TA TES & VUECRES T // SHOR T PLA T PROJECT CONTACTS: PROJECT /NFORMA TION: LEGAL DESCRIPTION.- APPLICANT / OWNER ................ HARBOUR HOMES, LLC TOTAL EXISTING SITE AREA: VC 405,395 S.F. (9.31 ACRES) VUECREST ESTATES ..................................................1441 N 34TH STREET, SUITE 200 VC/1 106,680 S.F. (2.45 ACRES) PARCEL "C" OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-045-LLA, RECORDED UNDER .................................................. SEATTLE, WASHINGTON 98103 RECORDING NUMBER 20020823900003, IN KING COUNTY, WASHINGTON. .................................................. (206) 315-8130 SITE ADDRESS: VC SMITHERS AVE S. / S 47TH ST .................................................. CONTACT JAMIE WALTIER VC/1 4903 MAIN AVE S. VUECREST 11 SHORT PLAT .................................................. JWALTIER@HARBOURHOMESCOM REN TON, WASHINGTON THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32 IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE CIVIL ENGINEER/SURVEYOR....... 0. R. STRONG CONSULTING ENGINEERS, INC. TAX PARCEL NUMBER: VC 3123059048 MERIDIAN, IN KING COUNTY, WASHINGTON; .................................................. 620 7TH A VENUE VC11 3223059097 .................................................. KIRKLAND, WASHINGTON 98033 EXCEPT PORTION LYING THEROF WITH 102ND AVENUE S. E. RIGHT OF WAY. .................................................. (425) 827-3063 PROPOSED NUMBER OF LOTS: VC 20 .................................................. CONTACT MAHER A. JOUDI, P.E. VC// 8 VER T1 CAL DA TUM: .................................................. MAHER.J0001wRSTRONG.COM EXISTING ZONING: VC R8 NAVD 88 PER CITY OF RENTON VERTICAL CONTROL WETLAND BIOLOGIST .................. WETLAND RESOURCES, INC. VC11 R6 HORIZONTAL DA TUM: .................................................. 9505 19 TH A VE SE, SUI TE 106 .................................................. EVERETT, WASHINGTON 98208 DENSITY PROPOSED/PERMITTED: VC 4.08/8 NAD 1983/91 PER CITY OF RENTON MONUMENTS. .................................................. (425) 337-3174 VC11 4.43/6 .................................................. CONTACT SCOTT BRAINARD BENCHMARK: .................................................. SCOTT©WETLANDRESOURCESCOM STORM DRAINAGE STORM DRAINAGE TRACT "A" - SHARED 1. CITY OF RENTON CONTROL POINT NUMBER 1872: GEOTECHNICAL ENGINEER .......... EARTH SOLUTIONS NW, LLC. LAND IN PUBLICLY FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. ..................................................1805 136TH PLACE NE DEDICATED STREE TS.• VC 40,454 S.F. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. .................................. I ...... I........BELLEVUE, WASHINGTON 98005 VC11 26,887 S.F. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• .................................................. (425) 284-3300 FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 .................................................. CONTACT KYLE CAMPBELL, P.E. LAND IN CRITICAL AREAS: VC 151,641 S.F. FEET. .................................................. KYLE. CAMPBELLOEARTHSOLUTIONSNW.COM VC/1 1,129 S.F. LANDSCAPE ARCHITECT............ VARLEY VARLEY VARLEY LAND IN CRITICAL AREA BUFFERS: VC 66,519 S.F. BASIS OF BEAR/NGS. ..................................................12743 NE 170TH LANE VC11 7,282 S.F. N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL ..................................................WOODINVILLE, WASHINGTON 98072 LAND IN PRIVATE POINTS 1872 AND 1227. .................................................. (425) 466-9430 ACCESS EASEMENTS: 0 S.F. .................................................. CONTACT JEFF VARLEY VUECREST ES TA TES BUFFER A VERA GIN G. .................................................. VARLEY-JEFFOHOTMAIL.COM SEWER DISTRICT CITY OF RENTON TRAFFIC ENGINEER ..................... TRAFFEX WATER DISTRICT SOOS CREEK +++++*++ TRACT 'E" BUFFER ADDITION 3,135 S.F.) ..................................................11410 NE 124TH STREET, SUITE 590 + + + .................................................. KIRKLAND, WASHINGTON 98034 SCHOOL DIS TRIC T.• RENTON #403 `+'+`+`+ TRACT 'B" & 'D" ADDITION (11,099 S.F.) .................................................. (425) 522-4118 .................................................. CONTACT VINCE GEGLIA ..................................................VINCEONWTRAFFEX.COM AREA BREAKDOWN (COMBINED) EXISTING IMPERVIOUS 10,121 S.F. -__ - TRACT 'E" BUFFER REDUCTION (2,204 S.F.) - SE WTHST -- ___ -= TRACT 'B" & 'D" REDUCTION (8,881 S.F.) (/) EXISTING PERVIOUS 501,954 S.F. ®/PROPOSED PROPOSED ERV O S 3 9, 6 � s F VUECREST 11 SHORT PLAT BUFFER A VERA GING: 01;�l - 7 6 5 4 3 2 1 8 DOE CONS TRUC T/ON S TORM WA TER PERMIT-_ ++++ ++++ + + + + TRACT 'A" BUFFER ADDITION (348 S.F.) ++++ COVERAGE UNDER THE CONSTRUCTION STORMWATER GENERAL PERMIT + + + + ++++ WAR303895 -- ----- VUECREST / SHORT PLAT(VC TRACT 'A" BUFFER REDUCTION (318 S.F.) 15007232 I ERC M/ T/GA T/ON MEASURES: CONDITIONS OF APPROVAL VUECREST ESTATES ERC MITIGATION MEASURES VUECREST ESTATES HEARING EXAMINER'S DECISION VUECREST ESTATES HEARING EXAMINER'S DECISION (CONT.) VUECREST 11 SHORT PLAT ADMINISTRATIVE DECISION (CONT.) 1. RECOMMENDATIONS REGARDING SITE PREPARATION, GRADING, EXCAVATION, AND THE PROPOSED PRELIMINARY PLAT AND STREET IMPROVEMENT WAIVER IS APPROVED, SUBJECT TO 15. A HOMEOWNERS' ASSOC/AT/ON SHALL BE INCORPORATED FOR MAINTENANCE AND EQUAL AND KING COUNTY SURFACE WATER DESIGN MANUAL ( AS AMENDED BY THE CITY OF RENTON) PRIOR SLAB -ON -GRADE CONSTRUCTION INCLUDED IN THE REPORT, "GEOTECHNICAL THE FOLLOWING CONDITIONS UNDIVIDED OWNERSHIP OF THE TRACTS, THE PRIVATE ACCESS ROAD, AND THE ALLEY. TO CONSTRUCTION PERMIT APPROVAL. ENGINEERING STUDY, PROPOSED SMITHERS AVE RESIDENT/AL PLAT...," DATED 1. THE APPLICANT SHALL COMPLY WITH MITIGATION MEASURES ISSUED AS PART OF THE 16. AN EASEMENT SHALL BE RECORDED ALONG THE EAST PROPERTY BOUNDARY FOR FUTURE 8. PRIOR TO FINAL SHORT PLAT, A SEWER MAIN MUST BE EXTENDED THROUGH AND BENEATH FEBRUARY 25, 2013, BY EARTH SOLUTIONS NW, LLC, SHALL BE FOLLOWED PRIOR MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL. EXTENSION OF THE SANITARY SEWER SYSTEM. THE EASEMENT SHALL BE AT THE TIME OF OFF-SITE PROPERTY(IES) INTO THE SHORT PLATE SITE AND ALONG AND BENEATH A PORTION OF TO AND DURING CONSTRUCTION. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. RECORDING THE FINAL PLAT. ROAD A AS FAR TO THE EAST AS IS NECESSARY TO SERVE THE DEVELOPMENT, WITH THE LTJ J. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, 17. ALL NEW FILL SHALL BE COMPOSED OF FREE DRAINING STRUCTURAL FILL AND NOT NATIVE SEGMENT(S) 2. THE AREA WEST FROM THE LINE MARKING THE NATURAL TOP OF THE SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15). SOILS. 7 OF 33 PROTECTED SLOPE TO THE WEST PROPERTY BOUNDARY, BETWEEN THE NORTH AND 4. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER 18. DRAINAGE FROM WESTERN LOTS INTO THE STEEP SLOPES SHALL BE MINIM/ZED AND ALL 9. IF AND TO THE EXTENT THAT THE WETLAND IS NOT ALREADY PROTECTED WITH ROAD SAFETY SOUTH PROPERTY LINES, SHALL BE DESIGNATED NATIVE GROWTH PROTECTION AREA MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. SUCH DRAINAGE SHALL BE DISPERSED. ELEMENTS, SUCH AS FOUR -FOOT -TALL BLACK VINYL COATED CHAIN LINK FENCE OR A BEAM A' 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY 19. ANCHORS FOR THE STORMWATER TIGHT LINE SHALL ONLY BE PLACED ON THE TOP AND GUARDRAIL, THE APPLICANT SHALL INSTALL A WOOD SPLIT -RAIL FENCE WITH WETLAND SIGNAGE ROAD AND STREET SIGN DETAILS UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH BOTTOM OF THE PIPE. THE ANCHORS SHOULD BE DESIGNED TO WITHSTAND TREE FALL AND SOIL ALONG THE EDGE OF THE CATEGORY 2 WETLAND BUFFER. SUCH A SPLIT -RAIL FENCE SHALL BE J. A HOMEOWNERS' ASSOC/AT/ON (HOA) SHALL BE INCORPORATED AND THE TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED MOVEMENT. THE PIPELINE SHOULD BE CONSTRUCTED AT THE TOP AND PULLED DOWN THE SLOPE CONSTRUCTED PRIOR TO RECORDING OF THE SHORT PLAT. A REQUIREMENT TO MAINTAIN THE RESPONSIBILITY FOR MAINTENANCE OF NATIVE GROWTH PROTECTION AREA A' SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE RATHER THAN MOVING IT UP THE HILL. FENCE BY A HOMEOWNERS ASSOCIATION SHALL BE PLACED ON THE FACE OF THE SHORT PLAT. SHALL BE ASSIGNED TO THE HOA ON THE FACE OF THE PLAT PRIOR TO RECORDING. DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED VUECREST 11 SHORT PLAT ADMINSTRATIVE DECISION 10. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED NED IN THE C17 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 1. THE APPLICANT SHALL COMPLY WITH THE TWO SEPA MITIGATION MEASURES, THEY ARE AS GEOTECHNICAL ENGINEERING STUDY, PREPARED BY EARTH SOLUTIONS LLC DATED DECEMBER 4. BUILDING PERM/TS SHALL BE ISSUED, PRIOR TO CONSTRUCTION, FOR ANY WORKS FOLLOWS: 15, 2014 (OR AN UPDATED REPORT SUBMITTED AT A LATER DATE) DURING SITE AND BUILDING RETAINING WALLS AT THE PROJECT, REGARDLESS OF SITE LOCATION AND HE/GHT, 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC A. THE APPLICANT SHALL BE REQUIRED TO PROVIDE TO THE CURRENT PLANNING PROJECT CONSTRUCTION. AND ALL SUCH WALLS SHALL BE STRUCTURAL. UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE MANAGER FOR REVIEW AND APPROVAL A REPLANTING PLAN IDENTIFYING ANY TEMPORARY 11. THE APPLICANT SHALL PROVIDE A MINIMUM 5 -FOOT -WIDE CONCRETE SIDEWALK ALONG THE 5. BUILDING SETBACKS FROM THE NORTH -SOUTH TOP -OF -SLOPE LINE LOCATED LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE DISTURBANCES TO THE EXISTING NATIVE VEGETATION WITHIN TRACT A AND A RE -VEGETATION SOUTH SIDE OF THE PUBLIC STREET FRONTAGE (ROAD A - STA 0+65 TO STA 1+78) OF LOT 8, WEST OF SMITHERS AVE S SHALL BE MADE A CONDITION OF APPROVAL OF THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE PLANTING PLAN FOR SUCH DISTURBED AREA(S) PRIOR TO CONSTRUCTION PERMIT APPROVAL. S 55TH ST PRELIMINARY PLAT. FURTHERMORE, THE TOP OF SLOPE AND THE BUILDING SLOPE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, SEWER EXTENSION PLAN IMMEDIATELY ADJACENT TO THE CURB, FOLLOWED BY AN 8 -FOOT -WIDE LANDSCAPE EASEMENT SETBACK LINE SHALL BE INDICATED ON THE FINAL PLAT MAP. PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO B. PRIOR TO CONSTRUCTION PERMIT APPROVAL, THE APPLICANT SHALL BE REQUIRED TO OBTAIN BEHIND THE SIDEWALK. THE APPLICANT MAY PROVIDE A HAMMERHEAD TURNAROUND NEAR THE SANITARY SEWER PLAN AND PROFILE BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND APPROVAL FOR A CR/TICAL AREAS EXEMPTION PERMIT FOR ALL PERMANENT PUBLIC UTILITY WEST END OF THE ROAD A AS GENERALLY CONTEMPLATED BY THE MODIFIED ALTERNATE LAYOUT 6. EASEMENTS REQUIRED TO ACCOMMODATE THE CONVEYANCE OF SURFACE WATER OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS ACTIVITIES THAT WILL INTRUDE THROUGH ADJACENT WETLANDS OR REQUIRED WETLAND BUFFERS, (AS SHOWN IN EXHIBIT B OF EXHIBIT 18), SUBJECT TO FIRE DEPARTMENT APPROVAL. A REVISED FROM THE PROJECT SITE TO THE AREA -WIDE, DOWNSTREAM SYSTEM SHALL BE DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. ACCORDING TO THE CITY OF RENTON CR/TICAL AREAS REGULATIONS IN RMC 4-3-050C, J, L, LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING FINALIZE PRIOR TO ISSUANCE OF UTILITY AND SITE CONSTRUCTION PERM/TS. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND AND N. COMPOSITE UTILITY PLAN C33 SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. COMPOSITE UTILITY PLAN PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 7. A WETLAND AND BUFFER MONITORING PLAN SHALL BE APPROVED PRIOR TO 7. THE APPLICANT SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION 2. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND DEMOLISH ALL STRUCTURES 12. IF ROAD A BECOMES A DEAD END ROAD BY VIRTUE OF INSTALLATION OF A CUL-DE-SAC ISSUANCE OF UTILITY AND ROAD CONSTRUCTION PERMITS AND SHALL BE INITIATED PRIOR TO FINAL PLAT APPROVAL. LOCATED ON-SITE PRIOR TO RECORDING OF THE SHORT PLAT. TURNAROUND (AS GENERALLY REPRESENTED IN THE EXHIBIT A - 7 -LOT ALTERNATIVE LAYOUT PRIOR TO RECORDING THE PLAT. A BOND, MEETING THE REQUIREMENTS OF THE 8. THE EASEMENTS FOR THE ALLEY SHALL AUTHORIZE ACCESS TO ALL LOTS OF THE PROPOSED J. THE APPLICANT SHALL CREATE AND RECORD A NATIVE GROWTH PROTECTION EASEMENT L5 RENTON MUNICIPAL CODE, SHALL BE REQUIRED FOR THE MONITORING PERIOD OF SUBDIVISION. (NGPE) FOR THE AREA CONTAINED WITHIN THE WETLAND AND ASSOCIATED BUFFERS OVER INCLUDED AS PART OF EXHIBIT 18),ALL HOMES BEYOND 500 FLEET FROM MAIN AVE WILL BE NO LESS THAN 5 YEARS. 9. THE APPLICANT SHALL COMPLY WITH NINE THE MITIGATION MEASURES ISSUED AS PART OF 1 OF 4 REQUIRED TO INSTALL AN APPROVED FIRE SPRINKLER SYSTEM AS DETERMINED BY THE CITY OF IL2 THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED AUGUST 26, 2014 [EXHIBIT 14] CRITICAL AREA TRACT A PRIOR TO OR CONCURRENT WITH SHORT PLAT RECORDING. EACH OWNER RENTON FIRE DEPARTMENT IN ACCORDANCE WITH APPLICABLE FIRE CODE STANDARDS. 8. NATIVE GROWTH PROTECTION EASEMENTS B' AND 'C' SHALL BE PROTECTED 10. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN, MEETING ALL LANDSCAPE PLAN OF LOTS I THROUGH 8 SHALL HAVE A FRACTIONAL INTEREST IN THE CRITICAL AREAS TRACT IN VUECREST ESTATES MINOR AMENDMENT ADMINISTRATIVE DECISION AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION IN ACCORDANCE WITH SUBMITTAL REQUIREMENTS OF RMC 4-8-120L. THE DETAILED LANDSCAPE SHALL BE SUBMITTED ORDER TO PROTECT THE TRACT IN PERPETUITY. THE VUECREST ESTATES PRELIMINARY PLAT MINOR AMENDMENT, FILE N0. AS RENTON MUNICIPAL CODE REQUIREMENTS. THIS RESPONSIBILITY SHALL BE TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF 4. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS ASSOC/AT/ON HOA WITH (HOA) SUMMARY OF DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING SUMMARY OF RECORDED ON THE FACE OF THE PLAT. CONSTRUCTION PERM/TS. STREET SHARED RESPONSIBILITY FOR TREE AND VEGETATION MAINTENANCE OF THE NATIVE GROWTH CONDITIONS: 9. CR/TICAL AREA STUDY AND SUPPLEMENTAL STREAM STUDY SHALL BE REVISED TREES SHALL NOT INCLUDE CALLERY PEAR AND TREES ON S. 48TH PL SHALL BE A DIFFERENT TYPE FROM THOSE ON SMITHERS AVE S PROTECTION EASEMENT OVER CRITICAL AREA TRACT A. A DRAFT OF THE DOCUMENT(S) SHALL CONDITIONS: TO REMOVE THE STREAM FROM PLANS WHERE IT IS SHOWN WITHIN THE WETLAND 11. THE REPLACEMENT TREE PLAN SHALL BE REVISED TO SHOW THE PROPOSED LOCATIONS FOR MA W AN BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW D APPROVAL RT 1. THE APPLICANT SHALL COMPLY WITH MITIGATION MEASURES ISSUED AS PART OF THE REVISING THE STREAM DESCRIPTION AND ITS LINEAR DIMENSIONS ACCORDINGLY. REPLANTING 140 TWO-INCH DIAMETER REPLACEMENT TREES. PRIOR TO THE RECORDING OF THE SHORT PLAT. MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL, THE AMENDED SUCH REVISIONS SHALL BE MADE PRIOR TO RECORDING THE FINAL PLAT. 12. VEGETATION (TREES, SHRUBS, AND GROUND COVER) SHALL BE PLANTED TO REPLACE 5. THE APPLICANT SHALL BE REQUIRED TO REVISE AND RESUBMIT THE LANDSCAPE PLAN TO CONDITIONS OF APPROVAL OF THE HEARING EXAMINER DECISION (CONDITION 1-12 AND 14-19) 10. DISCHARGE FROM VAULT SHALL BE TIGHTLINED AWAY FROM PROTECTED VEGETATION (TREES, SHRUBS, AND GROUND COVER) REMOVED FOR INSTALLATION OF THE SHOW A MINIMUM OF 10 FEET OF LANDSCAPING WITHIN THE CLEAR VISION AREA SHALL CONSIST AND THE REVISED CONDITION (CONDITION NO. 13) AS PART OF THE SETTLEMENT AGREEMENT. SLOPES. S TORM WA TER CONVEYANCE BETWEEN THE S TORM WA TER VAULT AND THE WEST PROPERTY OF SHRUBS LESS THAN THREE FEET IN HEIGHT ANT MA TUR/ TY AND GROUNDCO VER, CONSISTENT 2. THE APPLICANT SHALL MEET THE MINIMUM TREE RE TEN TION REQUIREMENT BY RETAINING BOUNDARY OF THE PROPERTY. TYPE AND QUANTITIES SHALL BE SUFFICIENT TO ENSURE EROSION WITH RMC 4-4-070. THE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE THIRTY PERCENT (309) OF THE HEALTHY TREES OR AS AN ALTERNATIVE TO RETAINING TREES, VUECREST 11 SHORT PLAT ERC MITIGATION MEASURES CONTROL IN THE PROTECTED SLOPE AREA. 13. PRIOR TO THE RECORDING OF THE FINAL PLAT, A SECONDARY FIRE ACCESS SHALL BE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE GRANTING OF THE CONSTRUCTION PERMIT PLANT THE EQUIVALENT OF 181 REPLACEMENT TREES INCHES ON THE SITE. A FINAL TREE 1. THE APPLICANT SHALL BE REQUIRED TO PROVIDE, TO THE CURRENT PLANNING CONSTRUCTED PROVIDING A SECOND MEANS OF ACCESS FROM MAIN AVE S (102ND AVE SE) TO FOR ON-SITE UTILITIES RETENTION PLAN AND LANDSCAPING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CITY PROJECT MANAGER, A REPLANTING PLAN IDENTIFYING ANY TEMPORARY THE PLAT BY FIRE TRUCKS AND EMERGENCY VEHICLES. THE EXTEND OF STREET IMPROVEMENTS 6. PRIOR TO FINAL SHORT PLAT, EITHER: OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. DISTURBANCES TO THE EXISTING NATIVE VEGETATION WITHIN TRACT A AND A NECESSARY TO EFFECTUATE THIS CONNECTION SHALL BE DETERMINED BY THE CITY OF RENTON A. A JOINT STORMWATER DETENTION AND WATER QUALITY FACILITY UTILITY EASEMENT MUST BE J. THE APPLICANT SHALL RECEIVE APPROVAL OF THE FINAL WETLAND MITIGATION PLAN BY THE RE -VEGETATION PLANTING PLAN FOR SUCH DISTURBED AREAS PRIOR TO (S) FIRE DEPARTMENT IN ACCORDANCE WITH APPLICABLE FIRE CODE STANDARDS AND SHALL BE THE OBTAINED W/TH THE VUECREST ESTATES SITE TO PROVIDE STORMWATER DETENTION AND MEET CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. ALL CONSTRUCTION PERMIT APPROVAL. MINIMUM NECESSARY TO PROVIDE FOR SAFE AND EFFECTIVE SECONDARY ACCESS FOR FIRE WATER QUALITY REQUIREMENTS FOR DEVELOPMENT OF BOTH THE SUBJECT SHORT PLAT WETLAND MITIGATION, INCLUDING REQUIRED FENCING AND SIGNAGE SHALL BE INSTALLED PRIOR TO FINAL APPROVAL OF THE CONSTRUCTION PERMIT. TRUCKS AND EMERGENCY VEHICLES. 2. PRIOR TO CONSTRUCTION PERMIT APPROVAL, THE APPLICANT SHALL BE 14. A RECORDED EASEMENT AGREEMENT DEMONSTRATING ACCESS TO THE EXISTING DOWNSLOPE DEVELOPMENT AND THE VUECREST ESTATES SUBDIVISION DEVEL OPMENT,• OR 4. THE APPLICANT SHALL EXTEND THE PRIVATE SHARED DRIVEWAYS ROADS A & B FROM ( ) REQUIRED TO OBTAIN APPROVAL FOR A CRITICAL AREAS EXEMPTION PERMIT FOR STORMWATER CONTROL SYSTEM SHALL BE SUBMITTED PRIOR TO ISSUANCE OF CONSTRUCTION B. A STORMWATER FACILITY WOULD BE REQUIRED TO BE CONSTRUCTED ON-SITE TO PROVIDE SMITHERS AVE S TO THE WEST PROPERTY LINES OF LOTS 10 & 20. EACH ROAD SHALL BE ALL PERMANENT PUBLIC UTILITY ACTIVITIES THAT WILL INTRUDE THROUGH PERM/TS. STORMWATER DETENTION AND MEET WATER QUALITY REQUIREMENTS FOR THE SHORT PLAT WITHIN A TRACT. AN UPDATED PLAT PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE ADJACENT WETLANDS OR REQUIRED WETLAND BUFFERS, ACCORDING TO THE CITYAS-BUILT DEVELOPMENT. CITY OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE A CONSTRUCTION PERMIT.OF RENTON CRITICAL AREAS REGULATIONS IN RMC 4-3-050C, J, L, AND N.7. THE APPLICANT SHALL BE REQUIRED TO SUBMIT, TO THE PLAN REVIEWER FOR REVIEW AND 5. THE APPLICANT SHALL INSTALL AN ADA COMPLIANT SIDEWALK RAMP ON THE EAST SIDE OF APPROVAL, A REVISED FINAL DRAINAGE REPORT AND ASSOCIATED PLANS, BASED ON THE 2009 MAIN AVE S (102ND AVE SE), OPPOSITE THE PROPOSED ADA RAMP LOCATED AT THE 7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS SOUTHWEST CORNER OF MAIN AVE S (102ND AVE SE) AND SE 186TH ST INTERSECTION. AN A.0 AS -BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, UPDATED CIVIL PLAN SET SHALL BE SUBMITTED AND APPROVED BY THE PLAN REVIEW PROJECT s r & ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, MANAGER PRIOR TO ISSUANCE OF CONSTRUCTION PERMIT. Hca f ACCURA TEL Y REFLECTS EXISTING FIELD CONDI TIONS AS DETERMINED BY 1 CIN COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE: VERTICAL: NAVD 1988 ° ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 1/12/2018. " 2 CIN COMMENTS REVIEW 2 MAJ 06 06 16 MAJ AS NOTED Sis HORIZONTAL: NAD 1983/1991 �� _ C T Y O F 0 232 •I •I� D.R. STRONG • • DESIGNED: AJ CONSUL TING ENGINEERS 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ � � RENTON 4 CIN COMMENTS. REVIEW 4 MAJ 10.21.16 MAJ DRAWN: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 MYLARS MAJ 12,06.16 MAJ CHECKED: M� AT FULL SCALE Planning/Building/Public Works Dept. AJ 6 DRAFT AS-BUILTS M 01,04.18 MXI IF NOT ONE INCH 6207TH AVENUE, KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY O 425 827 3063 F 425 827 2423 N n R F\/ I,7 N RY I n AT F A P P R MAJ SW 41ST ST S 184TH ST VICINITY MAP S 177TH ST � o SE CARR RD o SE 180TH ST Q 1 "=1500' SHEET INDEXN PROJECT S/TE Cl 1 OF 33 �P C2 2 OF 33 S 47TH ST C3 3 OF 33 S 184TH ST C4 4 OF 33 47TH PL LTJ 5 OF 33 TREE RETENTION PLAN S 48TH ST TREE TABLE C7 7 OF 33 16 �, 8 OF 33 SE 186T ST C9 9 OF 33 ROAD AND GRADING PLAN C10 10 OF 33 ROAD AND GRADING PLAN C11 11 OF 33 ROAD AND STREET SIGN DETAILS Q 12 OF 33 S 50TH ST SE 187TH PL 13 OF 33 ROAD CROSS SECTIONS Y 14 OF 33 � Q 15 OF 33 STORM DRAINAGE PLAN C16 16 OF 33 ROAD AND STORM PLAN AND PROFILE C17 17 OF 33 °j C18 ~o R SE 190TH ST C19 19 OF 33 ROAD AND STORM PLAN AND PROFILE C20 m ROAD AND STORM PLAN AND PROFILE C21 21 OF 33 STORM OUTFALL PLAN AND PROFILE C22 Q ~ W C23 23 OF 33 SINGLE RADIUS ARCH DETAILS C24 24 OF 33 S 55TH ST C25 25 OF 33 SEWER EXTENSION PLAN S 192ND ST 26 OF 33 SANITARY SEWER PLAN AND PROFILE C27 27 OF 33 SANITARY SEWER PLAN AND PROFILE C28 SE 192ND PL SANITARY SEWER PLAN AND PROFILE C29 29 OF 33 SANITARY SEWER PLAN AND PROFILE C30 SE 194 TH PL SANITARY SEWER NOTES AND DETAILS C31 N O FST' H GRAPHIC SCALE 0 50 100 200 `1 1 INCH = 100 FT. NOTE FOR CER TIFICA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. 4 FIT TA OF WASxr`7,� P 38972 \�G I S T OAA'L LP. W RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: - DATE: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: COVER SHEET PAGE: DRAWING NO: C1 U15007217 / U15007232 SHEET: 1 OF33 DRS PROJECT NO. 12102 R-389751 VICINITY MAP 1 "=1500' SHEET INDEXN O F2T H Cl 1 OF 33 COVER SHEET C2 2 OF 33 TOPOGRAPHY MAP C3 3 OF 33 HORIZONTAL AND VERTICAL CONTROL PLAN C4 4 OF 33 HORIZONTAL AND VERTICAL CONTROL PLAN C5 5 OF 33 TREE RETENTION PLAN C6 6 OF 33 TREE TABLE C7 7 OF 33 CLEARING AND TESC PLAN C8 8 OF 33 TESC NOTES AND DETAILS C9 9 OF 33 ROAD AND GRADING PLAN C10 10 OF 33 ROAD AND GRADING PLAN C11 11 OF 33 ROAD AND STREET SIGN DETAILS C12 12 OF 33 ROAD AND STREET SIGN DETAILS C13 13 OF 33 ROAD CROSS SECTIONS C14 14 OF 33 STORM DRAINAGE PLAN C15 15 OF 33 STORM DRAINAGE PLAN C16 16 OF 33 ROAD AND STORM PLAN AND PROFILE C17 17 OF 33 ROAD AND STORM PLAN AND PROFILE C18 18 OF 33 ROAD AND STORM PLAN AND PROFILE C19 19 OF 33 ROAD AND STORM PLAN AND PROFILE C20 20 OF 33 ROAD AND STORM PLAN AND PROFILE C21 21 OF 33 STORM OUTFALL PLAN AND PROFILE C22 22 OF 33 VAUL T DETAILS C23 23 OF 33 SINGLE RADIUS ARCH DETAILS C24 24 OF 33 STORM DRAINAGE DETAILS C25 25 OF 33 SEWER EXTENSION PLAN C26 26 OF 33 SANITARY SEWER PLAN AND PROFILE C27 27 OF 33 SANITARY SEWER PLAN AND PROFILE C28 28 OF 33 SANITARY SEWER PLAN AND PROFILE C29 29 OF 33 SANITARY SEWER PLAN AND PROFILE C30 30 OF 33 SANITARY SEWER NOTES AND DETAILS C31 31 OF 33 CHANNELIZA TION AND SIGNAGE PLAN C32 32 OF 33 COMPOSITE UTILITY PLAN C33 33 OF 33 COMPOSITE UTILITY PLAN Ll 1 OF 6 STREET TREE AND REPLACEMENT PLAN L2 2 OF 6 LANDSCAPE PLAN - NORTH L3 3 OF 6 LANDSCAPE PLAN - SOUTH L4 4 OF 6 LANDSCAPE PLAN L5 5 OF 6 PLANT SCHEDULE L6 6 OF 6 NOTES AND DETAILS IL 1 OF 4 ILLUMINATION PLAN IL2 2 OF 4 LUMINA/RE AND WIRING SCHEDULES 1L3 3 OF 4 ILLUMINATION DETAILS IL4 4 OF 4 ILLUMINATION DETAILS 1 OF 3 FINAL MITIGATION PLAN 2 OF 3 FINAL MITIGATION PLAN 3 OF 3 FINAL MITIGATION PLAN MULTI -PLATE SINGLE RADIUS ARCH COVER SHEET 1 OF 5 2 OF 5 SITE PLAN 3 OF 5 PLAN/PROFILE/SECTION 4 OF 5 DETAILS 5 OF 5 DETAILS S-1 STRUCTURAL PLATE FOUNDATION N O FST' H GRAPHIC SCALE 0 50 100 200 `1 1 INCH = 100 FT. NOTE FOR CER TIFICA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. 4 FIT TA OF WASxr`7,� P 38972 \�G I S T OAA'L LP. W RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: - DATE: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: COVER SHEET PAGE: DRAWING NO: C1 U15007217 / U15007232 SHEET: 1 OF33 DRS PROJECT NO. 12102 R-389751