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HomeMy WebLinkAboutR-392902CV CY) I C) I r) LU 3 0 F- W Ld m Lo L0 i Ld 0 N M i r w i 0 a i U Z O V) O r z a 0 0 0 0) N 0) LJ (D Co Lr) x %M N N w �'00000W} %`� �� Z CAD/CALC BLE Q d N m m DRAWN XXX w<wwUj Uw Z = � - `` PLAT CHK XXX �FJ W O} W ~O W W _jaa_j(nw a: J fN d D x CB RIM=23.80 0 0 CB RIM=23.88 IE 12"CPEP(E)=19.88 IE 12"CPEP(N)=19.78 0 0 LOT 1 SD A=102°51'32" R=14.56'- — L=26.14' T=18.26' ADDED RECORDING NUMBER TO LEASE AREA DESCRIPTION 12/28/16 ADDED PROPOSED 2' RIGHT—OF—WAY DEDICATION—HARDIE AVE SW 12/22/16 REVISION DATE NO. 20140516000824 �\SDMH RIM=25.86 I 4 I�tC -- ' N U I / \ I 5.000' / LEASE AREA I t °44'59"W EXCEPTION O i 0 N 00' , a 14'59"W , 4!� SLOPE & UTILITIES w EASEMENT PER REC NO 2011107000365 N M it z I N I / / I r � 50' / 50' I I GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. LEASE AREA DESCRIPTION: THAT PORTION OF LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT LUA 15-000237 AS RECORDED UNDER REC. NO.20151006900005, LYING IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1 OF SAID LOT LINE ADJUSTMENT ADJOINING HARDIE AVENUE SW; THENCE NORTH 01°23'12" EAST, ALONG THE WEST MARGIN OF HARDIE AVENUE SOUTHWEST A DISTANCE OF 38.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 1°23'12" EAST ALONG THE WEST MARGIN OF HARDIE AVENUE SOUTHWEST A DISTANCE OF 207.42 FEET; THENCE NORTH 88°45'24" WEST A DISTANCE OF 144.58 FEET TO THE WEST LINE OF SAID LOT 3; THENCE SOUTH 1 °14'36" WEST A DISTANCE OF 18.31 FEET; THENCE SOUTH 1'13'55" WEST A DISTANCE OF 153.38 FEET; THENCE SOUTH 11 °26'39" WEST A DISTANCE OF 35.05 FEET; TO A POINT OF CURVATURE OF A CURVE TO THE LEFT WHOSE RADIUS IS 14.56 FEET, THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 102°51'32" AN ARC LENGTH OF 26.14 FEET; THENCE SOUTH 88'33'44" EAST A DISTANCE OF 98.48 FEET; THENCE SOUTH 88°44'59" EAST A DISTANCE OF 3.58 FEET; THENCE NORTH 1°15'01" EAST A DISTANCE OF 16.43 FEET; THENCE SOUTH 88°44'59" EAST A DISTANCE OF 33.41 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE SOUTH 2O.00 FEET OF THE EAST 15.00 FEET ADJOINING HARDIE AVENUE SW. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. CONTAINING 31,602 SQUARE FEET, OR 0.73 ACRES, MORE OR LESS. LEGEND m WATER VALVE HYDRANT ® WATER METER QS Q❑ MANHOLES (SS/SD) ❑ CB -0- POWER/UTILITY POLE E— GUY ANCHOR 0 POWER TRANSFORMER ©M POWER/TELEPHONE VAULT 13PM POWER METER ❑ TELEPHONE/TV RISER Kp GAS VALVE JUNCTION BOX 0 GAS METER STREET LIGHT ❑H�-❑ LUMINAIRE X SPOT ELEVATION r-1 SIGN o MAILBOX CDC= ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE DRIPLINE OF TREE CASED MONUMENT MAGNETIC NAIL W/ WASHER OO REBAR AND CAP — CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES — — LOT LINES DITCH LINE — FLOW LINE w WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE O GAS LINE UP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES UTv UNDERGROUND CABLE TV LINES UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OH OVERHEAD UTILITY LINES — 0 0 o 0 0— CHAIN LINK FENCE xxxxx— WIRE FENCE ❑ ❑ ❑ WOOD FENCE sL STREE LIGHT POWER NOTES: HORIZONTAL DATUM: NAD 83/91 AS ESTABLISHED FROM CITY OF RENTON CONTROL POINTS NO. 754 AND NO. 60 VERTICAL DATUM: NAVD 88 AS ESTABLISHED FROM CITY OF RENTON CONTROL POINT NO. 754 SITE AREA: 31,602 SQ. FT./ 0.73 ACRES t FUTURE RIGHT-OF-WAY DEDICATION 192 SQ. FT.SQ. FT. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN DECEMBER 2015, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 solG R-392900g PORTION OF: NE1 /4, NE1 /4, SECTION 19, T. 23N., R. 05E., W.M. 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 p Civil j Structural Planning Survey An Engineering Services Company paceengrs.com RENTON SONIC 745 RAINIER AVE S RENTON, WA I DATE 12/21 /2015 TOPOGRAPHIC SURVEY FOR CASCADE DEVELOPMENT GROUP, LLC SCALE 1" = 20' BILE SURVEY TEAM PG BILE FIELD BOOK 726D & ELEC. BY DWG FILE 15529-SHEETS.dwg �V WAS WA �jAr�� rQ �1 � (k• 70� 32429 � \� I STj j I7v'AL LA14D PROJECT NO. 15529.10 SHEET 1 OF 1 N 00 Qo C) 0 Qo T I m N N CD CD D J