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END=98.00co IE S END-98.28Cy C-) p c\�_ O 2 STORY WOOD Ln BUILDING & ItI1 O I I / I I I I I BASEMENT iu FFE=153.29' vl \ 12' EASEMENT FOR ROADWAY. d1 l l ON 1 THE N LINE A I t / / / IE 12'CPP IN N.-96.19' IE 127CONC OUT SE.=96.14' LEGEND PROPOSED STORM DRAINAGE STORM DRAIN PIPE © CATCH BASIN, TYPE I - - - - - - - ROOF AND FOOTING DRAIN WITH VANED GRATE - - BOUNDARY CATCH BASIN, TYPE I - - LOT LINE WITH SOLID COVER RIGHT-OF-WAY O CATCH BASIN, TYPE II GUTTER, FLOW, & CURB LINE WITH VANED GRATE - CENTER LINE O CATCH BASIN, TYPE II EASEMENT WITH SOLID COVER - - - - - - - BUILDING SETBACK LINE (BSBL) 0 CLEANOUT o SWALE OR DITCH Q YARD DRAIN -X X X- FENCE ® OVERFLOW STRUCTURE 10' CONTOURS MAILBOX 2'CONTOURS _M_ SIGN RETAINING WALL ROCKERY ❑ ASPHALT PAVEMENT KEYSTONE WALL GUARDRAIL I I EXISTING PAVEMENT I---J ® BARRICADE AREA TO GRAVEL } BE CLEARED CLEARING LIMITS a CONCRETE TW TOP OF WALL ELEVATION ® RIPRAP BW BOTTOM OF WALL ELEVATION (MEG) MATCH EXISTING GRADE FG FINISHED GRADE ---------------- SAW CUT LINE PROPOSED SANITARY SEWER AND WATER SEWER MAIN 0 SEWER MANHOLE SEWER FORCE MAIN • CLEANOUT SEWER SERVICE 0 WATER METER WATER MAIN t FIRE HYDRANT - - - - - - - WATER SERVICE AIR/VAC RELEASE VALVE FBI TEE (FL) T TEE (FLxMJ) BLOW OFF 3-1 11 1/4° BEND (MJ) K GATE VALVE (FLxMJ) y--E 22 1/2° BEND (MJ) N GATE VALVE (FL) 45° BEND (MJ) IIK TAPPING TEE �E 90° BEND (MJ) K REDUCER CONCRETE BLOCKING I E ADAPTOR (FLxMJ) L CAP (MJ) SURVEY LEGEND SYMBOLLEGEND SECTION CORNER 004009 QUARTER CORNER 0 FOUND PK/MAG NAIL SET BENCHMARK FOUND MONUMENTIN CASE O FOUND REBAR AND CAP AS NOTED ❑A POWER TRANSFORMER © POWER VAULT ® POWER METER GUY ANCHOR �E-, 4�} C STREET LIGHT ® GAS METER IH CABLE TV RISER o TELECOMMUNICATIONS RISER -& POWER POLE W/ TRANSFORMER -or- POWER POLE W/ UNDERGROUND CONDUIT � ROCKERY ® SANITARY SEWER MANHOLE ■ YARD DRAIN CULVERT P WETLAND FLAG n SIGN SYL SINGLE YELLOW LINE FVC FACE OF VERTICAL CURB BFNC BOARD FENCE VFNC VINYL BOARD FENCE HWFNC HOGWIRE FENCE LINE LEGEND - DITCH LINE SS SANITARY SEWER LINE SD STORM DRAIN LINE OVERHEAD POWER LINE - - - OT OVERHEAD TELECOMMUNICATIONS LINE OVERHEAD POWER AND TELECOMMUNICATIONS GAS GAS LINE PER PSE ASBUILTS -X X X- CHAIN LINK FENCE LINE -X X X- WOOD FENCE LINE + WIRE FENCE LINE ® EXISTING RETAINING WALL HATCH LEGEND CONCRETE ASPHALT e°• . a' PAVING PAVING BUILDINGS WETLANDS " GRAVEL SURFACE TREELEGEND 12"C CEDAR 12"A ALDER 12"F FIR 0 12"COT COTTONWOOD 12"M 12"CY CHERRY 12"M CLUSTER 12"D DECIDUOUS 12"M 12"M MAPLE p 12"OA OREGON ASH /hII STUMP 9. 4' CONC. CLEVER CULVERT' ` 1E E END=151.11 /£ NW. END=153.56' s� NO SE. END FOUND GAS - GAS -\ HEARING EXAMINERS CONDITIONS OF APPROVAL: I I I I I I TpM oBBgg�� 0�£�30 Tp�lo�£o3gg�� 0�7700 0 0 o u'pM o£3�3gg�� 0�34© �p� oB£�3gg�10�g0 �p� o�0gg�� 0 3000 Tp�lo£o3�gg�� 0 310 �pM o£o3�gg�� 0 3�0 12" CUP CULVERT IE SE. END=199.25' _ - - - - , W/ TRASH RACK M \\ 1 \ \ \ 70 \ I / 6'OA1z•oa f3o' \ N89°40'63w 6"OA f0" ` / 6-DA12'OA \ 1000.00' r,1�4;y �$ 6FNC. \ 30 \1�p d r ''v 17 sbA a oA o I �\ 02 4 10'M 3 `'7 tS N c0 t9 j6+ �j �401' s' �. 8"oA 8"DA 10 OA 1070A .0 8" A 1 21 d- c9 W 421' 9 9 7 c� c� 2 0ob O O A t �j - - �O c0 cA O \ " A 8"oA.OA 12"OA 12"OA 112�OA ; 2"M Nod �� 12'OA 14 OA'O 26 A \ 96'• OO 02 Dy N�g,'W29 15' ACCESS EASEMENT FOR \ 7,> ° 1 1 s"OAa oAI \ w \ I 20 �ry W WN \ \ 4\ o-oA \ \ ! 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N _� ?A 9t _��r N -'-=NO . 10' eFN r I T--BAR POSTS 18 80 18q. _ 186 _ � - 99 .81' \ •O ACA1 RlM = 173.54 I I 15' WATER UTILITY a FLEX OUT W.=17269� I -EASEMENT EASEMENT 1 A BUILDING�Q� �Q�?�,0�0 ��0 � 6VFNC �� WW0 (BUI?LDING ��V�V�V�00 U01 VIP pi, VIP, EXIST. ACCESS TRACT QQ � �o \ �J ;CESS 1 \ do "�- I �o N89°4 co r,w ^ ^& CD i �p� og4B�71�0400 EASEMENT I I z°�EIm a� _ \ 12• alP c 1M (5111 P ,r,Fom 4£�3�77�0410 � . - - Fu - - - __ w 'ROW DEDICATION FOR / / / / NEW DRIVEWAY APRON /I �, \ TpM.94657760420 1. The SEPA responsible official shall issue a revised SEPA addendum that provides for consistency with the terms of this decision. If the SEPA responsible official determines in its independent discretion that revisions needed for consistency are not consistent with SEPA, the official shall file a request for reconsideration so that this decision may be revised accordingly. 2. Tract H shall be developed for emergency access only along with a gate that prevents general vehicular access from 32nd PI. The emergency access shall conform to applicable fire access standards as modified by the authority of the Fire Chief and other personnel with appropriate administrative jurisdiction. To the extent compatible with emergency access improvements, a pedestrian pathway shall be included across Tract H to the extent necessary as determined by planning staff to provide safe walking conditions to and from school bus stops. The applicant shall supply proof of emergency access rights across Tract H prior to final plat approval to the Current Planning Manager. The final plat shall depict Tract H as emergency access only. 3. An emergency turn -around shall be added to the project site as found necessary by the Fire Chief to conform to applicable fire standards. 4. The applicant shall provide landscaping within Tract H that visually screens the shared driveway within Tract H from the abutting residential properties. A final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. 5. The applicant shall provide a permanent four -foot (4') to six foot (6) tall fence outside the shoulders of the Tract H emergency access. The applicant shall coordinate with the neighboring property owners prior to construction. The fence shall maintain compliance with height and vision clearance sections of the code. A fencing detail, location and cross section shall be identified on the final landscaping plan. The final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. 6. The applicant shall install a wood, split -rail fence with wetland signage along the west boundary of Category III wetland buffer. The fence (with signage) shall be constructed prior to recording the final short plat. The final landscape plan shall include all specifications for fencing and signage and shall be submitted to, and approved by, the Current Planning Project Manager prior to engineering permit approval. 7. Prior to final plat approval the applicant shall acquire modifications, waivers or variances as deemed necessary by the Current Planning Manager to establish conformance of the existing internal access road with applicable street standards. The Current Planning Manager may determine that the existing access road is not subject to some or all currently adopted street standards because the road qualifies as a legal nonconforming use subject to the provisions of Chapter 4-10 RMC. SEPA MITIGATION MEASURES (MAY 16, 2016 ADDENDUM): 1. Project construction shall be required to comply with the recommendations found in the Geotechnical Engineering Study prepared by Geotech Consultants, Inc. dated May 27, 2014 or an updated report submitted at a later date. 4. The applicant shall provide a paved 16-foot wide shared driveway through the existing Winsper Division No. 1 Tract H that is consistent with the shared private driveway standards of the Renton Municipal Code (RMC 4-6-060J). The private access roads shall meet the minimum necessary to provide for safe and effective access for the existing residents, proposed residents, and fire and emergency vehicles. k NN\ ` 1 PER CITY COMMENTS 2 PER CITY COMMENTS NO. I REVISION HIM = 7/O.ZU- IE 8 PVC. IN E-166.28' IE 6 PVC. IN NW.=166.75' IE 8 PVC OUT S.=166.06' Renaissance Apostolic Church A 1� III Y i :'r. ' . Silver Dollar Casino -Benton �c l E OUT _ - IE C .= 177.10' C6 1 LU E/12�W 7- - - 188.s2 � E=184.93' 1� 12"CUP OUT W.=184.76' I£ 8'PVC IN N=185.15' 515J ' SHEET INDEX: Constellation Apartments 1 w V, 1 COVER SHEET Thomas fea5dalef'ark W ""`I ` 2 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN 11 3 GRADING AND DRAINAGE PLAN AND PROFILES 826d`S7 4 GRADING AND DRAINAGE DETAILS 5 SANITARY SEWER AND WATER PLAN AND PROFILE S 211h St 6 SANITARY SEWER AND WATER DETAILS 7 EMERGENCY ACCESS ROAD LANDSCAPE PLAN _ Ags 8 EMERGENCY ACCESS ROAD LANDSCAPE PLAN 'irk• 'SQ4E V s a SF 1 &Pith $t % ��i4 U' ran American Classic Homes RealEslate ' "' GENERAL INFORMATION: s 31stss 5is SITEq rn Rolling Hills Tc §32ndP1 ' ' DEVELOPER: N S Si � v r" T <C t TDIh St 3�d S 3Grh Sr t61 i Clear vn �.i aaniel O'Brien. DUS, MSD s \'alley C fen's Clinic H H Valley Medical Center 180th Si SIN 43 St 43rd St vI Q? VICINITY MAP NO SCALE LEGAL DESCRIPTION S �a 172rsdS: 53��nSr �a S 9GihP1 rs, SF 174rh Sr Life Community Church S3Ah P1 y 515 S 38th C1 �1761h St SE Petrnvitsky Rd i S I�1Spring Glen Shopping Center 'R ' S S ti IR G N N S SE IBoth St C SC I a1 s1 `- a SE I82 x; THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89°33'31" WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 1 °52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE TERMINUS OF SAID LINE; TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106 FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-RENTION ROAD, COUNTY ROAD NO. 80; EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT. DATUM NAVD '88 CONTROL ENGINEER: SURVEYOR: LANDSCAPE ARCHITECT: TAX PARCEL No. ZONING: SITE AREA: DISTURBED AREA: APPROXIMATE EARTHWORK FILL SOURCE: DISPOSAL SOURCE: FOUND PUNCH IN 1/2" BRASS PIN IN 4"X4" CONC. MON DOWN 0.6' IN CASE AT THE CONSTRUCTED INTERSECTION OF S 31ST ST AND SMITHERS COURT S. THIS MONUMENT IS AN ALTERNATE TO THE CORNER COMMONUMENT TO SECTIONS 29 AND 30, TOWNSHIP 23 NORTH, RANGE 5 EAST. CITY OF RENTON CONTROL POINT #1862 Know whaft below. FOUND PUNCH IN 1-1/2" BRASS DISC IN CONC. DOWN 0.45' IN CASE IN CENTERLINE OF TALBOT RD, OPPOSITE Callbefore you dig HOUSE NO. 3023, 55 FEET NORTH OF THE CENTERLINE OF S 168TH ST. CITY OF RENTON CONTROL#1494 WATER UTILITY Abdoul Gafour 06/19/2018 ' JJJ 8/15/17 JJJ SURVEYED: SURVEYED SCALE: SCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Adabill,CITY OF %R JJJ 11/14/17 JJJ DESIGNED: JJJ RENTON DRAWN: JJJ ONE INCH DATU M • CHECKED: iii AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. BY DATE AP P R SCALE ACCORDINGLY APPROVED: JJJ RAD HOLDINGS, LLC 1040 WEST LAKE SAMMAMISH PARKWAY SE BELLEVUE, WASHINGTON 98008 PHONE: 206-715-4559 CONTACT: RORY DEES LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: 425-466-5203 CONTACT: JON W. NELSON, P.E. AXIS LAND SURVEYING 13005 NE 126TH PLACE KIRKLAND, WA 98034-7723 PHONE: 425-823-5700 CONTACT: MITCH EVANS, PLS GHA LANDSCAPE ARCHITECTS 1417 NE 80TH STREET SEATTLE, WA 98115-4351 PHONE: 206-522-2334 CONTACT: NEIL BUCHANAN 3023059028 R-8 2.29 ACRES 0.17 ACRES (INCLUDES ON AND OFFSITE) 60 CUBIC YARDS CUT NA TO BE DETERMINED TM W T 0 1 T 1 I`J 0 O O R-395301 II­_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q ^J L.L DEVELOPMENT ENGINEERING WASTEWATER UTILITY ,, B. Bannwarth 06/12/2018 dchristen 06/12/2018 '� 0 O REGIONAL FIRE AUTHORITY �•+To SURFACE WATER UTILITY (n APPROVED rstraka 06/13/2018 cthomas 06/12/2018"9 F,REa�`� w DATE: VALLEY VUE SHORT PLAT 8/15/2017 FIELDBOOK: BOOK / RAD HOLDINGS LLC PAGE: PAGE W DRAWING NO: J COVER SHEET C1 Q SHEET: OF: 1 8