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HomeMy WebLinkAboutR-393604a z J L, SS MH J�_ RIM: 37.61 COC:: 3201 OJ O III S83°04'38"W (RADIAL) - - 36 23 W II C: II TEL -� VAULT II 4 II 7 5' - N I J II IIIIIIII- II ` iC7 Q;0rn �Z UN Q II ! CP � I o rnT II O �F U ➢rn �- rr ��---' v) �I II ECD IIN SS MIT RIM:38.27 2"W(F N 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. VICINITY MAP NNO SCALE AIRPnPT vvov �. F - � I U> O (s I-i N 6 cs 0 I I S83°04' 38 W (R I COC: 28.27 12"W(P)�-`. P �� OHP �- 1.22'(C) � „STOP/RT x w X��. ,5 TURN ONLY" o x- RIM 37.34 A- - 6"G P �ICONDUIT o� x� Xy� 12 W p 75 (N)12" (0DI PISS- = I "_ DROPS - SS MH� RIM: 29.56 �E)8" O8"CONC PSS N87°30'16W 397.06'(R) 6 8" - crnS S. TOBIN ST s � (PUBLI L� Y pEpICATED RIGHT OF Wqy) II COC: 29.94 O n I - - n O J STORM VAULT - u I� I '0RIM:31.20 c`O co m I`O� s n z (N)IE:25.50 12" ADS I 0 fTl 1 II o i CB TYPE 1 I 6 S� RI"�, RIM:30.30 1 ° (N)IE:27.5 12" ADS I (S)IE:27.4 12" ADS I (W)IE:27.5 6" PVC OWNER: BURKHEIMER FAMILY LLC II � O ADDRESS: 54 RAINIER AVE S IC) PARCEL N0: 182305-9237 N87°30'16"W 147.16' OWNER: BURKHEIMER FAMILY LLC II �� l0 ADDRESS: 95 AIRPORT WAY - - 01 o °° �6 �ti339 PARCEL NO: 000720-0193 .29 �. TJ - /�D O 3 - ❑ CLH I "AIRPORT LAZ - -� - - - - - 0 6 n CC �dOPS SIG S II v 0 32.62 - � �� CAPE 0 3g ��� �A� a 6q0 �3S o ��1 32 O 6„DEC 0 - - ASS I 0 XC O LS PE "' 5. h� � 34.75 �� ��h �`�S ' & -��° �5 3 6"D 55 X SCAPE g 6"DEC o V 6"D S AP (7 E H �� 6 1 `' >6 N 3 LSCAPE D4 40 0 LSCAP 50 G 35001 67 LSCAPE 0 "FOR LEASE" v' Q� � °- W I I SIGN OWNER: BURKHEIMER FAMILY LLC I "o I I ARCEL NO: 182305-9245 I �° o ° c° �h'O ��. .,� 36.10 CIA LSCAPE OOh 3g 36. 4 LSCAP I I I I I I I I I d„DEC 31.41 0- 30.8� 1'� 10"D-EC X o GRASS PSE EASEMENT 0 o0 aU REC. NO. 93094 41 x - - _ -"'o io oti �NO' TYPE n RIM: �-090 (N)IE: 26.8 9- 12-" - A- DS t I ° � 7 (S)IE:26.8412" AS 2O (,n 4"DEC xLA LJ "�- - - �31.85 CONICLSCAPE N� - 9 P.S. DRAINAE DETENTION OGRASS WALL ECD R -- U 0 RASEm rr' CONIC PSE EASEMENT I DRAINAGE oo - o w ECD R - REC. NO. 930914041 I DETENTION A� _ - - - �o N la I o N0. I WALL O �� 14 P.S. GATE o Al - POST - I I II I 209 �MPSTER - rri GRASS 12'=PVIC PIP ECD( ; CONDUIo IE:29.13 7-/r - a LSCA DROPS �'o I _ -SCC- LSCAPE _10"DEC 3I LSCAPE o - 0"DEC PSE EAS 1 2.44 �� .O- ti REC. NO. 9° 140410 I LSCAPE 3. 0 2 s4 Zg. - O k31. 5 o rN0. 2 �° h L CARE ti 908 GRASS 12 'PSD 12" PVC PE ® WV X 0 �h ° 3 . 1 1 „PS 31.16/h� 2893 E: 28.74 o \� - - T 5'GN�, d. 87°30'1"W . N e - - - 5D C �� 323. ' 37.21^yF IN O GRASS - - - - GRASS (E)IE:25.40 12" ADS 70 /'U I I O BENCHMARK "B" _ SET SCREW IN CURB EAST OF O G MAILBOXES rn - - - - _EL: 31,61 LEGEND DWY DRIVEWAY LSCAPE/PA LANDSCAPE/PLANTER SIGN/STREET NAME SIGN ECD ELECTRICAL CONDUIT (O (O l MANHOLE EV/ET ELECTRICAL VAULT/TRANSFORMER J �� TCD TELEPHONE CONDUIT (BURIED) 1.22'(C) ® AREA DRAIN OHP/OHT OVERHEAD POWER/TELEPHONE TRAFFIC FLOW DIRECTION - - ASPHALT (ASPH) ►A FOUND SURVEY MONUMENT (AS NOTED) P.S. PARKING SPACE(S) O PP POWER POLE (WOOD) _ BUILDING LINE C£ FIRE HYDRANT (P) PAINTED UTILITY LOCATION O UP UTILITY POLE (WOOD) BASIN(CB)FIRE DEPT. CONNECTION (FDC) . PIPE FLOW DIRECTION WV WATER VAULT CATCH ® POST INDICATOR VALVE W WATER MAIN G GAS MAIN PS/PSS COMBINED/SANITARY SEWER WM WATER METER CONCRETE SURFACE GUY ANCHOR PSD STORM DRAIN D4 WATER VALVE CW/BW CONCRETE/BRICK WALK A IV IRRIGATION VALVE [+] PRIVATE CATCH BASIN CC/XC CONCRETE/EXTRUDED CURB IE INVERT ELEVATION (R) RECORD DATA H/C PARKING SPACE L]_�o LIGHT POLE (METAL) CLHH CITY LIGHT HANDHOLE DEC DECIDUOUS TREE LIGHT POLE (DECORATIVE) SD SERVICE DRAIN (STORM) SITE NOTES SUBSTRUCTURES: DESCRIPTION: CERTIFICATION: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS SITE ADDRESS: FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES PER WARRANTY DEED, KING COUNTY RECORDING NO. 9707081330 SURVEY IDENTIFICATION NO.: 2016067.00 95 AIRPORT WAY LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY RENTON, WA 98055 OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN A PORTION OF THE DONATION LAND CLAIM OF DIANE B. SMITHERS, FORMERLY DIANE B. TOBIN A REGISTERED LAND SURVEYOR NO.: 44646 AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. WIDOW, AND THE HEIRS AT LAW OF HENRY H. TOBIN, DECEASED, DESIGNATED AS CLAIM NUMBER 04/14/17 TAX ACCOUNT NO.: 37, AND A PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, SURVEYOR'S ADDRESS & COMPANY: BUSH, ROED & HITCHINGS, INC. 1823059245-04 TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: WASHINGTON, DESCRIBED AS FOLLOWS: 2009 MINOR AVENUE EAST 0007200193-06 RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC SEATTLE, WA 98102-3513 LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF LAKE STREET, AS DEDICATED IN ZONING: CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF THIS THE PLAT OF RENTON REAL ESTATE CO.'S 1ST ADDITION TO RENTON, ACCORDING TO THE PLAT TELEPHONE: (206) 323-4144 CA SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT THEREOF RECORDED IN VOLUME 21 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON, WITH THE RIGHTS -OF -WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBILITY WESTERLY PRODUCTION OF THE SOUTHERLY LINE OF BLOCK 1 OF SAID PLAT; ZONING AGENCY. FOR THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC THENCE NORTHERLY ALONG THE WESTERLY MARGIN OF SAID LAKE STREET TO THE SOUTHERLY CITY OF RENTON LINES WHICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL MARGIN OF AIRPORT WAY (FORMERLY KNOWN AS DIXIE AVENUE) AS CONVEYED TO THE STATE OF DATE IF L R M '_____________ DEVELOPMENT SERVICES JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3262529; 1055 SOUTH GRADY WAY CONSTRUCTION. THENCE WESTERLY ALONG SAID SOUTHERLY MARGIN TO THE EASTERLY MARGIN OF PRIMARY STATE __________________________________ RENTON, WA 980557 HIGHWAY NUMBER 5 AS ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NUMBER 345733; TAYLOR R. SCHULTE, P.L.S. NO. 44646 (425) 430-7200 UTILITY PROVIDERS: THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN TO THE NORTHERLY MARGIN OF SOUTH TOBIN STREET (FORMERLY TOBIN AVENUE); SETBACKS: SANITARY SEWERS, STORM DRAINAGE, WATER THENCE EASTERLY ALONG SAID NORTHERLY MARGIN TO THE TRUE POINT OF BEGINNING; THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN CITY OF RENTON EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DEVELOPMENT SERVICES BEGINNING AT THE INTERSECTION FOR THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NUMBER IMPLIED. DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. 1055 SOUTH GRADY WAY 5 AS ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NUMBER 345733 AND THE RENTON, WA 98057 SOUTHERLY MARGIN OF AIRPORT WAY (FORMERLY DIXIE AVENUE) AS CONVEYED TO THE STATE OF THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING (425) 430-7200 H i T WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3262529; JURISDICTION INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED O� Cy O y WITH MINIMUM SETBACK AND HEIGHT REQUIREMENTS FOLLOWING POWER AND NATURAL GAS THENCE SOUTHERLY ALONG THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NUMBER 5, A �� of WAsy7 ��� p�' �P ORq PUGET SOUND ENERGY DISTANCE OF 155.10 FEET TO A POINT; CONSTRUCTION. 10885 NE 4TH STREET, SUITE 1200 THENCE EASTERLY PARALLEL TO THE NORTHERLY MARGIN OF SOUTH TOBIN STREET (FORMERLY 0 v P FLOOD ZONE. PO BOX 97034 TOBIN AVENUE), A DISTANCE OF 147.16 FEET TO A POINT 199.83 FEET SOUTH OF THE SOUTHERLY l N SEAL - BELLEVUE, WA 98009-9734 MARGIN OF SAID AIRPORT WAY AND PARALLEL TO THE WESTERLY MARGIN OF LAKE STREET; THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED 7 2 MAY 16, 1995, COMMUNITY PANEL N0. 53033C0979F, AND IS SITUATED IN (425) 454-6363 THENCE NORTHERLY PARALLEL TO THE WESTERLY MARGIN OF LAKE STREET, A DISTANCE OF 199.83 44646 FEET TO THE SOUTHERLY MARGIN OF SAID AIRPORT WAY; �S �F6ISTER�- 1969 ZONE "X", AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. (888) 225-5773 THENCE WESTERLY ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 30 FEET TO A POINT; `r/ 5J "L p" HORIZONTAL DATUM: TELEPHONE: TRUE HENCE SOUINT H ESTERLYBEGINNINLONG SAID SOUTHERLY MARGIN A DISTANCE OF 147.08 FEET TO THE ANAL LAND �SHING� CENTURY LINK SCALE: I" NAD 83/91 - PER CITY OF RENTON HORIZONTAL CONTROL POINTS. 1600 7TH AVENUE 04/19/17 BRH JOB#2016067.01 NO. 1140 IN 205 SEATTLE, WA 98191 SURVEYED: SCALE: N:178048.63' N:178573.32' (800) 244-1111 BRH VERTICAL: NAVD 1988 E:1299195.52' E:1300549.09' DESIGNED: AS SHOWN HORIZONTAL NAD 1983/1991 CITY OF VERTICAL DATUM: JHH 1 RENTON DRAWN: NAVD 88 JHH ONE INCH DATUM AREA: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SITE AS SHOWN CONTAINS 85,795 SQUARE FEET OR 1.9696 ACRES, MORE IN 0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY OR LESS. 50 AS -BUILT RECORD DRAWINGS DATE: HORIZONTAL CONTROL PLAN 4/24/2017 STA R B U C KS AT AIRPORT PLAZA FIELDBOOK: LANCE MUELLER & ASSOCIATES PAGE: DRAWING N RENTON, WASHINGTON 2016067 SHEET: OF: C4 10 R-393604