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HomeMy WebLinkAboutR-38680100 00 0 W Q J n I— rr O U) Q T W W 2 A PORTION OF THE NW 1/4, OF THE SE 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON LEGAL DESCRPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 4209-2154099, DATED SEPTEMBER 1 1 , 2013. PARCEL A OF BOUNDARY LINE ADJUSTMENT NUMBER L03LOO13 RECORDED JULY 23, 2004 UNDER RECORDING NUMBER 20040723900002, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NUMBER: 1423059022 SITE ADDRESS: 13606 156TH AVE SE, RENTON, WA 98059 CALCULATED CENTER SECTION PER REC. NO. 20040723900002 & PLAT 229/034-042 i z D 0 (n N 0 "'- Tj 0 ca 0 D z 0-) N -P, Qc) W J o on 0 70 FOUND MON. IN CASE (VISITED 10/2013) CITY OF RENTON CONTROL NETWORK POINT #1852 N: 180904.0837 FEET E: 1316622.383 FEET CITY OF RENTON CONTROL NETWORK POINT #2127 N: 176262.5313 FEET E: 1316737.166 FEET FOUND MON. IN CASE (VISITED 10/2013) N ,3.30 52 W 2,5611.40, N 0 Q0 m w� r` NooI N °' o 0 0 0 oz z I 23 30' SOUTH 1/4 CORNER SECTION 14-23-5 FOUND MON. IN CASE (VISITED 1 1 /2013) MAIR SHORT PLAT RENTON, WASHINGTON LAND USE PERMIT# LUA14-000708, SHPL-A; MOD (CENTERLINE PER BLA) N 87°55 46 W (S 88° 14'38" E—BLA) 0 SITE 13606 156th AVENUE SE # 142305-9022 S 88°38'04" E 2617.72' (S 88°56'56" E 2617.72'—BLA) UTILITY PERMIT #U15005219 VICINITY MAP SE 2ND PL SITE w w Q Li w PROJECT 00 Lr, SE 137TH ST Q LOCATION = w Ln J tZ 00 Ln SE 138TH ST SE 138TH PL zfji� TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY OWNER OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. FOUND MON. IN CASE (VISITED 1 1 /2013) —",, 14 _ 13 23 � 24 IMPERVIOUS AREAS: EXISTING = 11,340 SQUARE FEET DEVELOPED = 10,435 SQUARE FEET SITE AREA = 26,857 SQUARE FEET DISTURBANCE AREA = 12,000 SQUARE FEET VERTICAL DATUM: NAVD 1988 CITY OF RENTON CONTROL POINT #2103 UTILITIES: CONDITIONS OF APPROVAL THE MAIR SHORT PLAT, FILE NO. LUA14-000708; SHPL—A, MOD IS APPROVED WITH CONDITIONS AS LISTED BELOW. THE MAIR SHORT PLAT MODIFICATION REQUEST FOR SE 2nd PLACE IS APPROVED IN PART AND DENIED IN PART. THE MAIR SHORT PLAT r IS SUBJECT TO THE FOLLOWING CONDITIONS: LO 1. THE APPLICANT SHALL DEMOLISH AND/OR REMOVE ALL EXISTING STRUCTURES, O O INCLUDING THE REAR YARD SHED ROOF PROPOSED FOR REMOVAL PRIOR TO FINAL SHORT LO PLAT RECORDING. EVIDENCE OF THE REMOVAL OF THE SHED ROOF THAT CREATES A NON —CONFORMING REAR YARD SETBACK FOR LOT 1 SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR THE OFFICAL FILE. A DEMOLITION PERMIT SHALL BE OBTAINED AND FINAL INSPECTION PERFORMED FOR THOSE STRUCTURES PRIOR TO SHORT PLAT RECORDING. 2. A REVISED DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AND APPROVED PRIOR TO CONSTRUCTION PERMIT ISSUANCE, TO BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER SHOWING THE FOLLOWING: a. ANY EXISTING OR PROPOSED FENCE ON THE TWO PROPERTIES, WHERE THE FENCE SHALL NOT EXCEED THE MAXIMUM HEIGHT ALLOWANCES, AND THE PLAN PROVIDES THE HEIGHT, TYPE OF FENCE AND MATERIAL; b. MAPLES zAND CHERRY TREE SPECIES ARE NOT ALLOWED UNLESS APPROVED BY THE CITY ARBORIST FOR RIGHT—OF—WAY PLANTING STRIP TREES; c. TEN FEET LANDSCAPE AREA IN THE FRONT YARD A STREET FOR LOT 1 THAT HAVE THE REQUIED MIX OF SHRUBS, TREES, AND GROUNDCOVER; AND d. THE EXISTING AND PROPOSED EVENDELL MONUMENT SIGN AND PLANTING LOCATION. 00 3. THE APPLICANT SHALL BE REQUIRED TO RELOCATE THE MONUMENT SIGN FOR EVENDELL O THAT CURRENTLY EXISTS IN THE SE 2nd PLACE FRONTAGE TO A NEARBY LOCATION AS rl-_ APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO FINAL SHORT PLAT 0 RECORDING. C) O 4. THE APPLICANT SHALL PROVIDE A 35—FOOT CURB RETURN RADIUS AT THE SOUTHEAST CORNER OF THE STREET INTERSECTION AT SE 2nd PLACE AND 156th AVENUE SE. r Q 5. THE APPLICANT SHALL IDENTIFY THE NEAREST BUS STOPS FOR EACH OF THE SCHOOLS THAT FUTURE STUDENTS WOULD ATTEND, AND PROVIDE A SCHOOL BUS STOP PLAN WITH J SAFE WALKING ROUTES TO BETWEEN THE STOPS AND THE SUBJECT PARCELS, TO BE PROVIDED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL PROVIDE THE WATER SERFICE AVAILABILITY CERTIFICATE AND APPROVED WATER PLAN AS PART OF CONSTRUCTION PERMIT APPLICATION. CONTACT INFORMATION OWNER: ANDREW MICHAEL CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE: 206-714-6707 EMAIL: bob@belmonthomeswa.com WATER: KC WATER DISTRICT #90 SEWER: CITY OF RENTON POWER: PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: QWEST CABLE: COMCAST FIRE: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT BROKEN AND MUTILATED FLAT BRASS DISC OF UNKNOWN ORIGINAL DIAMETER WITH NO VISIBLE MARKINGS OR STAMPINGS FLUSH WITH THE EXISTING CONCRETE PAVING AT THE CONSTRUCTED INTERSECTION OF SE 128TH STREET & 156TH AVENUE SE ELEVATION = 547.942 FEET 1) * DENOTES ELEVATION FROM STORM ASBUILTS RECEIVED FROM CITY OF RENTON ON PLAN ENTITLED "EVENDELL, ROAD & STORM DRAINAGE PLAN" PREPARED BY CORE DESIGN WITH A LAST REVISION DATE OF 03-13-06. DUE TO TRAFFIC ON 156TH AVE SE WE ARE UNABLE TO ACCESS THE STRUCTURES TO GET INVERT ELEVATIONS. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �'y�OF WASyo�'�,�t> °°P�� N�To°°N Ate'' — �o°�p�, 2�aso Oo� �Fss ONAL����\ 02/21 /2018 4 AS —BUILT DLO 02/21/18 3 REVISED PER CITY COMMENTS DLO 6/28/17 2 REVISED PER CLIENT DLO 8/16/16 1 REVISED PER CITY COMMENTS DLO 8/18/15 NO. REVISION BY DATE ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE: 425-260-3412 EMAIL: darrell.offe@comcast.net SURVEYOR: HANSEN SURVEYING ATTN: RODENY HANSEN, PLS 17701 108TH AVENUE SE, PMB 208 RENTON, WASHINGTON 98055 OFFICE: 425-235-8440 hansensurvey©comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 LAYOUT/COMPOSITE UTILITY PLAN 3 EROSION CONTROL/TREE RETENTION PLAN 4 ROAD WIDENING/GRADING PLAN & PROFILE 5 DETAILS & NOTES 6 STORM BMP'S & DETAILS 7 LANDSCAPE PLAN 8 TOPOGRAPHIC SURVEY CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION REORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LLC ON JANUARY 25, 2018. THE ON —SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. SURVEYED: SCALE: HANSEN SURVEYING VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: D.L. OFFE, P.E. ; RENTONDRAWN: • ONE INCH DATU M vul CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH AP P R APPROVED: SCALE ACCORDINGLY RECORD DRAWINGS R-386801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAIR SHORT PLAT ANDREW MICHAEL CONSTRUCTION, LLC COVER SHEET 13606 156th AVENUE SE i 7 DATE: O 02/21/2018 T FIELDBOOK: '+)^ PAGE: V DRAWING NO: SHEET: 1 OF: 8 U