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HomeMy WebLinkAboutS-437501A ml C11 1 CL LEGAL DESCRIPTIONS: PARCEL 1323049064: THE NORTHERLY ONE-HALF OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT THE INTERSECTION OF THE CENTER LINES OF 5TH AVENUE AND 5TH STREET IN EARLINGTON, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, ON PAGE 7, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTHWESTERLY ALONG THE PRODUCTION OF THE CENTER LIME OF SAID 5TH AVENUE, 475 FEET; THENCE NORTHEASTERLY PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET,120 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHEASTERLY PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET 120 FEET; THENCE SOUTHEASTERLY PARALLEL WITH THE NORTHWESTERLY PRODUCTION OF THE CENTER LINE OF SAID 5TH AVENUE, 135 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET,120 FEET; THENCE NORTHWESTERLY 135 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR ROADWAY PURPOSES OVER THE FOLLOWING DESCRIBED TRACT BEGINNING AT THE INTERSECTION OF THE CENTER LINES OF 5TH AVENUE AND 5TH STREET IN EARLINGTON, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, ON PACE 7, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTHWESTERLY ALONG THE PRODUCTION OF THE CENTERLINE OF SAID 5TH AVENUE, 30 FEET, TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHWESTERLY ALONG SAID CENTER LINE PRODUCED, 325 FEET; THENCE NORTHEASTERLY, PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET, TO THE SOUTHERLY LINE OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY; THENCE EASTERLY ALONG SAID SOUTHERLY LINE TO A POINT 60 FEET SOUTH-EASTERLY AS MEASURED AT RIGHT ANGLES, OF THE LAST DESCRIBED COURSE; THENCE SOUTHWESTERLY PARALLEL TO THE SOUTHEASTERLY LINE OF SAID 5TH STREET, TO A POINT 30 FEET NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY PRODUCTION OF THE CENTERLINE OF SAID 5TH AVENUE; THENCE SOUTHEASTERLY, PARALLEL WITH SAID CENTERLINE PRODUCED, TO THE NORTHWESTERLY MARGIN OF SAID 5TH STREET; THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY LINE OF 5TH STREET 30 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 7882900050: LOT 5, SOUTH KNOLL, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 138 OF PLATS, PAGE(S) 46 ND 47, RECORDS OF KING COUNTY, WASHINGTON. PARCEL 7882900080: LOT B, SOUTH KNOLL, AS PER PLAT RECORDED IN VOLUME 138 OF PLATS, PAGES 46 THROUGH 49, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM & CONTOUR INTERVAL: NAVD88 PER GNSS OBSERVATIONS, DERIVED FROM WASHINGTON STATE REFERENCE NETWORK 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 112 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT BASIS OF BEARINGS: WASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE, DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE - ACCEPTED THE BEARING OF N 87034'08" W FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE 4 E. W.M., BETWEEN CITY OF RENTON SURVEY CONTROL POINT NOS.1850 & 1333, BASED ON FOUND MONUMENTS IN CASE, PER CITY OF RENTON SURVEY CONTROL DATABASE. UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSULTING a ENGINEERSPLLC CD [V A PCIVIL ENGINEERING LJ APCE@APConsultingEngineers.Cam (253) 7374173 PO BOX 162, AUBURN, WA 98071 4 CI 0 I I 6"0 SSCO�ER"691�6Ti$ PLAN 403.1 (RIM =188.5', MATCH GRADE; IE =1_ 82.22 - - I �ypHw-� I atN OF Ppap �,pR BAN V\w pVC CPp T O 6" 0 SSCO c 'NE F�N�NC PLAN 403.1 (RIM=186.2', FFNGE�� u MATCH GRADE; IE=179.95). „ I '15" W 35.00' 2 LF 6'0 PVC SDR-35 @5.17% MIN a175 a�P I 1 0. POINT OF CONNECTION PER o CONTRACTOR. MATCH NEW IE i 22 LF 610 PVC u�E I 39 �F IT-0 PVC 5�7R-35 @ 5.85 w Na HO 8DR-35 @ 5.85% MIN TO 5SC0 PER COR i- p ABC p�gnC� t'� I 20 LF 6"0 PVC STD PLAN 403.1 I � SDR•35 @ 5,85 % I GRAD E =M78 66) r $1d�� CR�S� �R�� L -.� MIN - - i a RESTORE,E1fG ROAD PER gyp, ,r CDR STAND PLAN 110 I 6"0 SSCO 3 r `F - 403.1 (RIM=188.4', MATCH p�G �p BE ��o`-^74.2' GRADE; IE =183.4 MIN) - - - N 71'29'15" W 13.5.00` - o I of pR°p cn I _ _ I KG 8"0 PVC SDR-35 SEPARATION - 0.51 I IF (WATER, 8"O DI CL 50)=179.32' ' y IE (SEWER, 6"0 PVC SDR-11)=178.25' INSTALL ETHAFOAM BETWEEN PIPES LO SEPARATION = 0.53' FENCE F� rn� IF (STORM,12"0 CMP) =175AV 26 LF 12"0 CMP @ 2.72°� QQ4 �a° aoa o � IF (SEWER, 6 0 PVC SDR-11) = 177.OD' 1 _r; 6I t GANG 1� y �t I & INSTALL ETHAFOAM BETWEEN PIPES FOR A DISTANCE i4�NE��t6 Q6i 12 PC P ONE ELti OF 5 FEET ON EITHER SIDE OF THE CROSSING 0� � I � CONTRACTOR TO PROP Ut�E FENc'G c� ygtgo �Ea6, PRESERVE EXISTING D1W c�a �4000 Q e �No zPcxQ�F WING IF POSSIBLE w o RESTORE DNU SIM PR TO CDR STD PLANS C> NF NO �� ON 11D.1 & 110.2 FFNOE E p�pF yw&_ CE ON — w a r N© EXG 12'0 CMP VSD GATE 1 LF ExG 12"i� CMP 5.15� "' I N 71'29' 15" W 182.00' — —D —D —� 113 LF 8"O PVC SOR-35 @ 0.65% `S� SSMH #1 c _ __ STA 11+29.36, 0.00 T REPLACE D1W PANEL PER 11+00 SD��tt$Z ��' t L1j 61 COR STD DTL 104.1 � Cpp INSTALL NEW MH 16 LF 12 0 CMP @ 1.1896 Ft�t�N<1�t��' 2 carp OVER EXG SEWER MAIN 61-�- - - - - - - _. t .-� yea RIM=182.21 -� 1 tEL t Nti IE(8 �-M "O,IN}=174.31' h1 r J IE=177.66 N 71� 2 ' ✓ 5' W 91�00 -7 l 1E(8'O JN)=176.96' 55MH #2 10 IE(6'0,0UT)=174+31' s�M p STA 10+16.13100' �F 5 RIM=183.50 IE(8'0,OUT)=177.7D' I m 30 LF F0 PVC SDR 35 @ 3.42°k try �� 6 pvc t pN'� �p Ct00 t�A�K tN LE t'Ll` _t�5.�6 Cie EXG 24"O CMP I p�R ��pp80 Fp N N & N �ti�ORpS N a y Dp 6 iEl pER I l �y F r w Q I r_'j co CD tia�h FPRCE� Dad I - } I EXG 20.0' PUBLIC co W UT}CITY ESMT PER SOUTH KNOLL PLAT < ' � �kk- IZREs) k SEWER PLAN & PROFILE SCALE: ln- 20' 0 10 20 40 60 UNIT OF MEASUREMENT IN US FEET G 8"0 PVC S 5 �5 Ivu 9+80 10+00 11+00 11+60 SURVEYED: SCALE; DESMEM DRAWN. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE '' M;Ly CHECK' NO. REVISION BY DATE APPR APPROVED, VERITOAL: NAVA I M HD(°IDN<AL• w 190/1"1 DATUM CITY OF RENTON Plan ning/$uilding/Publia Works Dept. VICINITY MAP OWNER SURVEYOR LLAINL VVUU (206) 790-8330 ELAI NEYVVOO@GMAI L CO M ABBREVIATIONS, BLC - C - CB CL - CO - COK - D - DDCV - DI - DS - DTL - DIW - EL ESMT - EXG - FD - FDC - FF - FHY - FL Hic IF - LF - us - MH - MJ OH - PL - R - REF - R1W S SQ FT - STD - S1W - T TC - TP - TV - U.N.O - YL S - W - E N NW SW - NE - SE - 0 BBA LAND SURVEYING MARK BORYS, PLS 12014 SE 157TH PLACE RENTON, WA 98058 (425)919-0586 LEGEND BUILDING CORNER DESCRIPTION COMPACT CATCH BASIN STORM SEWER CLASS SANITARY SEWER CLEAN OUT CITY OF KENT WATER STORM DRAIN CONTOURS DOUBLE DETECTOR CHECK VALVE DUCTILE IRON SILT FENCE DOWNSPOUT DETAIL POWER (CHP/UGP) DRIVEWAY ELEVATION ASPHALT PAVING EASEMENT EXISTING PERVIOUS CONC. FOUNDATION DRAIN FIRE DEPARTMENT CONNECTION CONC. PAVING FINISHED FLOOR GRAVEL SURFACE FIRE HYDRANT FLANGE JOINT LANDSCAPING HANDICAP INVERT ELEVATION • NEW 11 S w 54 — OHP/UGP — awnaonp dCpOgOnO 0 LINEAR FEET CONCRETE CURB !� LANDSCAPING SPOT ELEVATIONS xx,xx MANHOLE MECHANICAL JOINT PARSING COUNT OVERHEAD FOUND CASE MON PROPERTY LINE RADIUS FIRE HYDRANT REFERENCE DRAWING GAS METER 13 RIGHT-OF-WAY SANITARY SEWER GUY WIRE ANCHOR SQUARE FEET STANDARD JUNCTION BOX m SIDEWALK PARKING LOT LIGHT TELEPHONE TOP OF CURB POWER POLE W/TRANSi= ORMER TEST PIT POWER VAULT EEI TELEVISION UNLESS NOTED OTHERWISE ROCKERY Cat YARD LIGHT SOUTH SIGN WEST SIGNAL POLE EAST NORTH STORM CATCHBASIN ■ NORTHWEST STREET LIGHT SOUTHWEST NORTHEAST TELEPHONE JUNCTION BOX SOUTHEAST DIAMETER TELEPHONE VAULT �T UNDERGROUND POWER UTILITY POLE f UTILITY MANHOLE i WATER METER WATER VALVE ►� EXISTING - ---D- -- - --W--- t0 - OHP/UGP — 0 L I S-437501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY jstowell03/17/2026 ' DEVELOPMENT ENGINEERING HBray 03/17/2026 WOO SEWER EXTENSION 13457 81 ST AVENUE S F PACE RENTON, WA �AWINc Noe SEWER PLAN & PROFILE C 1 SHEET: OR 1 3 rn ti ti LO a CN i