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Home My WebLink AboutTED4003450.1HEARING EXAMINERS REPORT AND DECISION CONDITIONS 1. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN FOR AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, IN FAVOR OF PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION. RECORDED OCTOBER 12, 1978, UNDER RECORDING NUMBER 7810120741. 2. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN FOR ROADWAY AND UTILITIES, RECORDED JANUARY 18, 1980, UNDER RECORDING NUMBER 8001180623. 3. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN FOR ROADWAY AND UTILITIES, RECORDED JUNE 01, 1981, UNDER RECORDING NUMBER 8106010659. 4. SUBJECT TO RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF, RESERVING MINERAL RIGHTS, RESERVED BY NORTHERN PACIFIC RAILWAY COMPANY, A CORPORATION DULY INCORPORATED UNDER THE LAWS OF THE STATE OF WISCONSIN, RECORDED UNDER NUMBER 192430. BASIS OF BEARING: BASIS OF BEARING IS N00'57'27"E, ALONG THE CENTERLINE UNION AVENUE N-E., BETWEEN THE FOUND MONUMENTATION AT THE INTERSECTIONS OF UNION AVENUE N.E. WITH N.E. 4TH STREET, AND UNION AVENUE N.E. WITH S. 2ND PLACE. VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 — EXISTING RR SPIKE UP 0.1 ' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET TBM 101 — EXISTING SOD NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91 THE PROJECT IS REFERENCED VIA GPS TO POINTS 2823 AND 2831 AS PUBLISHED BY KING COUNTY. 2823 IS THE NW 1/4 CORNER OF SECTION 15, T 23 N, R 5 E, W.M., A MONUMENT IN CASE AT THE INTERSECTION OF UNION AVENUE NE AND NE 4TH STREET. 2831 IS THE W 1/4 CORNER OF SECTION 15, T 23 N, R 5 E, W.M., A MONUMENT IN CASE AT THE INTERSECTION OF UNION AVENUE NE AND S 2TH PLACE. LEGAL DESCRIPTION PER FIRST AMERICAN SUPPLEMENTAL TITLE REPORT NO. 4203-935379, DATED JANUARY 12, 2007 AT 8:00 A.M., SCHEDULE 'A' PARCEL A THE EAST 264 FEET OF THE SOUTH 172 FEET OF THE NORTH HALF OF THE THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL 8 THE SOUTH 172 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 264 FEET; ALSO EXCEPT THE NORTH 87 FEET OF THE WEST 146 FEET; AND EXCEPT THE SOUTH 85 FEET OF THE WEST 162 FEET THEREOF. PARCEL C AN EASEMENT OVER, ACROSS AND UPON THE NORTH 28 FEET OF THE SOUTH 200 FEET OF THE WEST 116 OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL D THE WEST 146 FEET OF THE NORTH 87 FEET OF THE SOUTH 172 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET FOR ROAD. PARCEL E THE WESTERLY 162 FEET OF THE SOUTH 85 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF FOR 132 S.E. PARCEL F NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF SOUTH 172 FEET THEREOF; EXCEPT THE WEST 230 FEET THEREOF. PARCEL G AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 40 FEET OF THE SOUTH 212 FEET OF THE WEST 230 FEET OF SAID NORTH HALF; EXCEPT THE WEST 30 FEET FOR ROAD. Cal 2 Working Days Before You Dig 1-800-424-5555 Unties Underground Location Center (DAUMD,OR,WA) CHECKED FOR COMPLIANCE TO CITY STANDARDS RENTON JOB NO. ROAD AND UTILITY FINAL CONSTRUCTION PLANS for ROSEWOOD HIGHLANDS prepared for GLADCO DEVELOPMENT, L.L.C. CONTACT: MICHAEL GLADSTEIN P.O. BOX 1830 0 DEVELOPMENT STANDARDS PROPOSED DENSITY: 8.62 D.U./AC. MINIMUM LOT WIDTH: 30 FEET BUILDING SETBACKS: STREET: 10' SIDE: 5' REAR: 15' GARAGE: 20' MAXIMUM BUILDING HEIGHT: 35' MAXIMUM IMPERVIOUS SURFACE: 1,750 SF/LOT AVERAGE PROPERTY OWNERS ROSE WOODALL 230 UNION AVENUE N.E. RENTON, WA 98059 GLADCO DEVELOPMENT, L.L.C. P.O. BOX 1820 RENTON, WA 98056 CONTACT: MICHAEL GLADSTEIN LEGAL DESCRIPTION PER FIRST AMERICAN SUBDIVISION GUARANTEE ORDER NO. 4209-996758, DATED MARCH 1, 2007 AT 7:30 A.M., SCHEDULE 'A' PARCEL H A PORTION OF LOTS 7 AND 8 OF MARTINS ACRE TRACTS, UNRECORDED, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 30 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, OF W.M. IN KING COUNTY WASHINGTON. LESS THE WEST 30 FEET THEREOF. SEE EXISTING CONDITIONS SHEET FOR ADDITIONAL INFORMATION. 98056 181 South 333rd Street Building C, Suite 210 Federal Way, WA 98003 Phone: (253) 838-6113 ESM JOB NO. 1352-001-006 WETLAND BIOLOGIST CHAD ARMOUR, L.L.C. 6500 — 126TH AVENUE S.E. BELLEVUE, WA 98006 (425) 641-9743 CONTACT: CHAD ARMOUR GEOTECH ENGINEER PACIFIC GEO ENGINEERING, L.L.C. P.O. BOX 1419 ISSAQUAH, WA 98027 (425) 643-2616 CONTACT: SANTANU MOWER DEVELOPER GLADCO DEVELOPMENT, L.L.C. P.O. BOX 1820 RENTON, WA 98056 CONTACT: MICHAEL GLADSTEIN PLANNER/ENGINEER/SI 'm' `r-''OR ESM CONSULTING ENGINEERS, LLr 181 South 333rd Street Building C, Suite 210 Federal Way, WA 98003 (253) 838-6113 CONTACTS: ERIC LABRIE, AICP; TREVOR STIFF, P.E.; MIKE BOWEN, P.L.S. R 345001 0 FIRST SUBMITTAL ESM 0/15/200 SURVEYED: SCALE: VERTICAL: w.w ,sae 1 SECOND SUBMITTAL ESM 1/31/200 10=2W HORIZONTAL: NAD ,sas/,ss, DESIGNED 2 THIRD SUBMITTAL ESM 0/22/201 3 FOURTH SUBMITTAL ESM 2/06/201 DRAWN: G.0 ONE INCH DATUM 4 MYLARS ESM 2/22/201 CHECKED: AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED' SCALE ACCORDINGLY SHEET NO. 1 2 3 4 7 8 9 10-14 15 16 17-22 23-24 25-26 27 28 29 30 31 �'- �-- CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP NOT TO SCALE SITE DATA SITE ADDRESS: 230 UNION AVENUE NE RENTON, WA 98059 PARCEL NUMBERS: 518210-0068 — 1.04 AC 518210-0069 — 0.94 AC 518210-0073 — 0.23 AC 518210-0079 — 0.26 AC 518210-0081 — 1.49 AC 518210-0085 — 0.43 AC SITE AREA: 191,204 SF = 4.39 AC DEVELOPMENT AREA: 171,222 S.F. = 3.93 AC. ZONING: R-10 (RESIDENTIAL SINGLE—FAMILY) EXISTING USE: SINGLE FAMILY RESIDENTIAL EXISTING STRUCTURES: ALL EXISTING BUILDINGS TO BE REMOVED PROPOSED USE: 27—LOT SINGLE FAMILY RESIDENTIAL UNDEVELOPED AREA: WETLAND = 1,544 S.F. BUFFER = 18,438 S.F. NET DENSITY = 8.51 DU/GA UTILITY PROVIDERS SEWER: CITY OF RENTON 425-430-7200 WATER: CITY OF RENTON 425-430-7200 POWER: PUGET SOUND ENERGY 1-888-321-7779 GAS: PUGET SOUND ENERGY 1-888-321-7779 TELEPHONE: QWEST 1-800-244-1111 CABLE: COMCAST 1-866-771-2281 FIRE: CITY OF RENTON 425-430-7000 SCHOOL: RENTON SCHOOL DISTRICT #403 425-204-2300 Sheet SHEET KIIA►AV Index CV-01 LG-01 EX-01 HC-01 ER-01 TO ER-02 ER-03 UT-01 RD-01 RD-02 TO RD-06 PN-01 PN-02 WS-01 TO WS-06 DT-01 TO DT-02 DT-03 TO DT-04 DT-05 DT-06 LA-01 LA-02 TR-01 IL1 — IL3 DFSrPIPTION COVER SHEET LEGEND SHEET EXISTING CONDITIONS AND TREE SURVEY HORIZONTAL CONTROL PLAN AND KEY MAP T,E.S.C. AND GRADING PLAN T.E.S.C. AND GRADING DETAILS AND NOTES COMPOSITE UTILITY PLAN ROAD AND STORM PLAN AND SECTIONS ROAD AND STORM PLAN AND PROFILE DETENTION VAULT PLAN AND SECTIONS DETENTION VAULT DETAILS AND NOTES WATER AND SEWER PLAN AND PROFILE STORM DETAILS AND NOTES ROAD DETAILS AND NOTES SEWER DETAILS AND NOTES WATER DETAILS AND NOTES LANDSCAPE PLAN LANDSCAPE DETAILS AND NOTES TRAFFIC CONTROL PLAN ILLUMINATION PLAN GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS PAGE: COVER SHEET CV-0 1 SHEET: OF :31 REVISIONS NO. DESCRIPTION DATE BY 0 FIRST SUBMITTAL 10/1u2007 ESM 1 SECOND SUBMITTAL 01/31/20M ESM 2 THIRD SUBMITTAL 10/22/2010 ESM 3 FOURTH SUBMITTAL 12/06/2010 ESM 4 MYLARS 12/22/2010 ESM Z Z_ 3 Q U J ;' J E- Z = w LL 0 =ch = J W 0 W OU 0 O O U 0 w Q j U) 0 O Z 00 Z W U. 0 U 3 -� N 1 w V + l^ C� VJ �— j e a° wr W W U w ss z — z W 6 o (9 0000 C E z 8&0 '2 �S — 0 J CO 0 z oc'a > Nv m 30` 0 OD U .- m Um_ E • 0 P 3 3 ` �0 a3 c W V � 3 va L �t l2- 2 /o JOB NO.: 1352-001-006 DWG. NAME: CV-01 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: GV-01 1 OF 31 SHEETS Uc