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STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 CONDITIONS OF APPROVAL: THE PROPOSED PRELIMINARY PLAT AS DEPICTED IN STAFF REPORT EX. 3 AND DESCRIBED IN THIS DECISION IS CONSISTENT WITH ALL APPLICABLE REVIEW CRITERIA AS OUTLINED ABOVE, SUBJECT TO THE FOLLOWING CONDITIONS. 1. THE APPLICANT SHALL COMPLY KITH MI TIGA TION MEASURES ISSUED AS PART OF THE MI TIGA TED DETERMINATION OF NON—SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. J. ALL L 0 T CORNERS A T INTERSECTIONS OF DEDICA TED PUBLIC RIGH TS— OF— WA Y, EXCEPT ALLEYS, SHALL HA VE 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 DE VEL OPMEN T. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION 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 LOCA TED 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 OBV IA TE THE NECESSI TY 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 INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7. THE APPLICANT SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PLAT APPROVAL. 8. CITY STAFF SHALL INVESTIGATE WHETHER THE PROPOSED 156TH AVE CROSSING FOR SCHOOL CHILDREN IS SAFE IN TERMS OF LIGHTING AND STOPPING DISTANCE. STAFF SHALL REQUIRE FURTHER MI TIGA TION AS NECESSARY TO ENSURE SAFE WALKING CONDITIONS FOR CHILDREN WALKING TO THE SCHOOL BUS 9. THE PROPOSED STUB ROAD SHALL INCLUDE A TEMPORARY TURN AROUND AS REQUIRED BY RMC 4-7-150(G) IF THIS IS NOT ALREADY PROPOSED. 1. THE APPLICANT SHALL COMPLY WIN THE MI TIGA TION MEASURES ISSUED AS PART OF THE REVISED DETERMINATION OF NON—SIGNIFICANCE MI TIGA TED, DA TED MAY 19, 2014. 10. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE AND DETACHED GARAGE PRIOR TO FINAL PLA T RECORDING. 11. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MA NA GER PRIOR TO CONS TRUC TION PERMIT ISSUANCE, INCLUDING A 10—FOOT LANDSCAPED VISUAL BARRIER AROUND THE PERIMETER OF THE STORM DRAINAGE TRACT (TRACT A). 12. THE LANDSCAPED VISUAL BARRIER AROUND THE PERIMETER OF TRACT A SHALL BE INSTALLED PRIOR TO RECORDING OF THE FINAL PLAT. STREET FRONTAGE LANDSCAPING SHALL BE INSTALLED PRIOR TO CER77FICA TE OF OCCUPANCY FOR THE NEW SINGLE FAMILY RESIDENCES 13. AN EASEMENT FOR TREE PROTECTION SHALL BE RECORDED ALONG THE EAST PROPERTY LINE TO PROTECT THE TREES AVAILABLE FOR RETENTION (AS DETERMINED BY THE CITY OF RENTON ARBORIST). THE EASEMENT SHOULD BE OF SUFFICIENT WIDTH TO ADEQUA TEL Y PROTECT THE TREES IDENTIFIED FOR PROTECTION, HOWEVER STAFF RECOMMENDS THAT THE EASEMENT WIDTH BE PERMITTED TO VARY BASED ON THE WIDTH OF THE STAND OF TREES PROPOSED TO BE RETAINED. SUCH EASEMENT SHALL BE IDENTIFIED ON THE FACE OF THE FINAL PLA T 14. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION IDENTIFYING ALL THE TREES TO BE RETAINED, AS DETERM,NED BY THE CITY ARBORIST. 15. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY'S PLAN REVIEWER. 15. THE PLAT MAP SHALL BE REVISED TO SHOW TRACT B AS DEDICATED RIGHT—OF— WA Y. THE REVISED PLA T MAP SHALL BE SUBMI TIED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE FINAL PLAT. 16. SECONDARY REVIEW MA Y BE REQUIRED FOR THE POND WITH BOTH STRUCTURAL ENGINEER AND GEOTECH ENGINEER, AND LINING MAY ALSO BE REQUIRED. 17. SITE GRADING SHALL BE LIMITED TO THE SUMMER MONTHS. IF THE GRADING IS TO TAKE PLACE DURING THE WETTER WINTER OR SPRING MONTH, A CONTINGENCY SHALL BE PROVIDED IN THE PROJECT BUDGET TO ALLOW FOR EXPORT OF NA77VE SOIL AND IMPORT OF STRUCTURAL FILL. 18. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNER'S ASSOCIATION OF MAINTENANCE AGREEMENT FOR THE SHARED UTILITIES, STORMWA TER FACILITIES, AND MAINTENANCE AND RESPONSIBILITIES FOR ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO CURRENT PLANNING PROJECT MANAGER FOR THE REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. 19. BAMBOO MAY NOT BE USED FOR ANY LANDSCAPING REQUIRED OF THE PROPOSAL. DATED THIS 18TH DAY OF JULY, 2014. CITY OF RENTON HEARING EXAMINER SEPA CONDITIONS OF APPROVAL: 1. PROJECT CONSTRUCTION SAHLL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS OUTLINED IN THE SUBMITTED GEOTECHNICAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS, NW (DATED FEBRUARY 5, 2014) 2. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDA RONS OUTLINED IN THE SUBMITTED TRAFFIC IMPACT ANALYSIS PREPARED BY 7RAFFEX, DA 7FD DECEMBER 27, 2013. J. AN EASEMENT FOR TREE PRO TEC TION SHALL BE RECORDED ALONG THE EAST PROPERTY LINE TO PROTECT THE TREES AVAILABLE FOR RETEN77ON (AS DETERMINED BY THE CITY ARBORIST) IN PERPETUITY. 7HE EASEMENT SHOULD BE OF SUFFICIENT WIDTH TO ADEQUA TEL Y PROTECT THE 7REES IDEN77FIED FOR PROTECTION; HOWEVER THE EASEMENT WIDTH SHALL BE PERMITTED TO VARY AND SHALL BE BASED ON THE WIDTH OF THE STAND OF TREES RETAINED. THE EASEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AND SHALL BE RECORDED ON THE FACE OF 7HE FINAL PLA T. 4. DUE TO THE EXISTING LEVEL OF SERVICE (LOS) DESIGNATION OF 'F' AT THE 156TH AVE SE/SE 142ND PL AND THE PROPOSAL TO ADD ADDITIONAL TRIPS TO THE EXISTING SI TUA TION, THE PROPOSED PROJECT SHALL BE RESPONSIBLE FOR PA YING THEIR FAIR SHARE OF THE COST OF A NEW SIGNAL TO BE INSTALLED A T THE 156TH AVE SE/SE 142ND PL INTERSECTION. A FEE IN THE AMOUNT OF $J, 435 (9 NEW PM PEAK HOUR TRIPS/1,J10 TOTAL PM PEAK HOUR TRIPS = 0.00687 x $500,000 = $J, 435) SHALL BE PAID PRIOR TO THE RECORDING OF THE FINAL PLA T. 1 CITY COMMENTS 11.13.14 MAJ 02.13.1 S MAJ 2 CRY COMMENTS MAI 05.19.15 MAJ 3 CITY COMMENTS GW 07.13.15 MAI 4 MYLARS UW 07.23.15 AW ..................................................CONTACT- MAHER A. JOUDI, P.E. .................................................. MAHER. JOUDIODRSTRONG. COM I N0. REVISION BY DATE IPPR SURVEYED: SCALE: sis 9675 SE 367W STREET, SUITE 105 .................................................. wc AS NOTED DESIGNED 1 LI"p .................................................. DRAWN: .................................................. YLP C1 WL ENGINEER .......................... D.R. STRONG CONSUL TING ENGINEERS, INC. ONE INCH CHECKED: AT FULL SCALE KIRKLAND, WASHINGTON 98033 IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: ..................................................CONTACT- MAHER A. JOUDI, P.E. PROJEC T CON TA C TS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 367W STREET, SUITE 105 .................................................. MERCER ISLAND, WASHINGTON 98040 .................................................. (206) 588-1147 .................................................. CONTACT- JUSTIN LAGERS .................................................. JUS 77NWNWNOLDINGS COM C1 WL ENGINEER .......................... D.R. STRONG CONSUL TING ENGINEERS, INC. .................................................. 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 ..................................................CONTACT- MAHER A. JOUDI, P.E. .................................................. MAHER. JOUDIODRSTRONG. COM SURVEYOR ................................. D.R. STRONG CONSUL TING ENGINEERS, INC. .................................................. 620 77H A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 .................................................. CONTACT- STEPHEN J. SCHREI, P.L. S .................................................. STEVE. SCHREI WRSTRONG. COM SHEET INDEX: C1 1 OF 29 C2 2 OF 29 C3 3 OF 29 C4 4 OF 29 C5 5 OF 29 C6 6 OF 29 C7 7 OF 29 C8 8 OF 29 C9 9 OF 29 C10 10 OF 29 C11 11 OF 29 C12 12 OF 29 C13 13 OF 29 C14 14 OF 29 C15 15 OF 29 C16 16 OF 29 C17 17 OF 29 C18 18 OF 29 C19 19 OF 29 SS1 20 OF 29 SS2 21 OF 29 SS3 22 OF 29 SS4 23 OF 29 SS5 24 OF 29 SS6 25 OF 29 SS7 26 OF 29 C27 27 OF 29 C28 28 OF 29 C29 29 OF 29 L1 1 OF 5 L2 2 OF 5 LJ 3 OF 5 L4 4 OF 5 L5 5 OF 5 IL 1 1 OF 3 IL2 2 OF 3 1L3 3 OF 3 S1 1 OF 1 COVER SHEET EXISTING TOPOGRAPHY HORIZONTAL AND VERTICAL CONTROL PLAN TREE RETENTION PLAN TREE RETENTION TABLE CLEARING AND TESL PLAN TESL NOTES AND DETAILS GRADING PLAN ADA RAMP DETAILS ROAD AND STREET SIGN DETAILS ROAD SECTIONS AND GRADING DETAILS ROAD AND STORM DRAINAGE PLAN UALIN CROSSINGS AND STORM STUB TABLES ROAD AND STORM DRAINAGE PROFILE ROAD AND STORM DRAINAGE PROFILE ROAD AND STORM DRAINAGE PROFILE DETENTION POND DETAILS STORM ORA/NAGE DETAILS STORM DRAINAGE DETAILS SEWER EXTENSION PLAN SEWER STUB TABLE AND DETAILS SEWER EXTENSION PROFILE SEWER EXTENSION PROFILE SEWER EXTENSION PROFILE SEWER EXTENSION PROFILE S£14ER NOTES AND DETAILS CHANNELIZATION AND SIGNAGE PLAN CHANNELIZATION AND SIGNAGE DETAIL SHEET COMPOSITE U17UTY PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN � LANDSCAPE PLAN ILLUMINATION PLAN ILLUMINATION DETAILS ILLUM/NATIUN RETAILS STRUCTURAL NOTES PARCEL A PARCEL B CITY OF RENTON LOT LINE ADJUSTMENT LUA 14-000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY, WA. II PARCEL KEY MAP PARCEL B LOT B KING COUNTY TESTAMENTARY DIVISION NO. L 08M0034, REC. NO. 20080812900004 LEGAL DESCRIP TION: SCALE. • 1 INCH = 150 FT. PARCEL A: PARCEL B CITY OF RENTON L 0 T LINE ADJUSTMENT LUA 14— 000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY, WA. PARCEL B- LOT :L0T B OF KING COUNTY TESTAMENTARY DIVISION NO.: L 08MO034, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHWEST QUA R TER OF THE SOUTHWEST QUARTER OF THE SOU THEA S T QUARTER OF SECTION 14, TOWNSHIP 23 NOR7H, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON.- LESS ASHINGTON:LESS NORTH 100 FEET OF 17,1E WEST 440 FEET. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 RECOMMENDED FOR APPOVA BY: C ��a�.�� Date: Z BY- Date:7 Z! BY: Date: BY:. Date: s� CITY OE RENTON Planning/Building/Public Works Dept. VICINI TY MAP 1"_ 1500 PROJECT INFORMA TION: TOTAL EXISTING SITE AREA: TOTAL PROJECT AREA: IMPERVIOUS AREA, PROPOSED/EXISTING. St 7E ADDRESS.• TAX PARCEL NUMBER. PROPOSED NUMBER OF L 0 TS: EXISTING/PROPOSED ZONING: DENSITY PROPOSED/PERMITTED: TRACT "A':° LAND IN CRITICAL AREAS: LAND IN CRITICAL AREAS BUFFERS.• LAND IN PUBLICLY DEDICATED STREETS.• LAND IN PRI VA TE ACCESS EASEMENTS: SEWER DISTRICT.• WA TER DISTRICT - SCHOOL DISTRICT - VER TI CAL DA TUM: 383,126 S.F. (8.795 ACRES) J90,841 S.F. (8.972 ACRES) 209,409 SF/ 5,167 SF 14038 156TH AVENUE SE RENTON, WASHINGTON 142305-9023, & —9122 31 R4 4.45/4.49 DU/ACRE STORM DRAINAGE TRACT 32,174 S.F. (0.739 ACRES) 0 S.F. 0 S. F. 79,909 S.F. (1.834 ACRES) 0 S.F. Cl TY OF REN TON WATER DISTRICT 90 RENTON #403 NA VD 88 PER CITY OF RENTON VER TI CAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MON UMEN T W TH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSEC77ON OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVA 77ON = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WIN ROAD SURFACE AT THE IN TERSEC TION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVA 71ON = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WIN TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SEC77ON 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. SEE SHEET C3 FOR TIES TO CITY OF RENTON CONTROL. STREET PARKING NOTE "NO PARKING" SIGNS ARE TO BE PLACED ALONG SOUTH/EAST SIDE OF ROAD "A" AND SOUTH SIDE OF ROAD "B" TYPICAL BUILDING SETBACKS UNLESS OTHERWISE NOTED, BUILDING SETBACKS ARE AS FOLLOWS: FRONT YARD SETBACK: 30 FEET SIDE YARD SETBACK: 5 FEET STREET SIDE YARD SETBACK: 20 FEET REAR SETBACK: 25 FEET NORTH GRAPHIC SCALE 0 30 60 120 1 INCH = 60 FT. NOTE FOR CER TIFI CA T1 ON OF SURREY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS THE ENCLAVE AT BRIDLE RIDGE io.oa.i+ COVER SHEET �NO: U14005368 SHEET: 1 OF29 DRS PROJECT N0. 13117 IAI-ININININIA14 M 0 m z G) Z C m III 0 W °O m Z D � C O ~od m 1 �m W G M u m I I D TI O m -° D M u I OEM