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HomeMy WebLinkAboutR-276501LEGAL DESCRIPTION: LOT 2, CITY OF RENTON SHORT PLAT NO. SHPL-101-89 "B", RECORDED UNDER RECORDING NUMBER 9408239006, IN KING COUNTY, WASHINGTON. SURVEYOR'S NOTES: 1. THIS DRAWING MEETS THE NATIONAL MAP STANDARDS FOR A TWO - FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1" = 20'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 2. HORIZONTAL DATUM IS NAD 83 (91) AND IS BASED ON CONTROL POINTS 1844 AND 1894 AS PUBLISHED BY THE CITY OF RENTON. 3. VERTICAL DATUM IS NAVD 88 AND IS BASED ON CONTROL POINTS 159 AND 1844 AS PUBLISHED BY THE CITY OF RENTON. 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM WASHINGTON TITLE COMPANY COMMITMENT NO. R205289-2, DATED MARCH 24, 1998. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED WASHINGTON COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON WASHINGTON'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. ;:. PROPERTY AREA = 11,970t SQUARE FEET ( 0.275t ACRES). 6. THIS PROPERTY HAS LEGAL ACCESS TO WHITMAN COURT NE, SHOWN HEREON AS A PUBLIC RIGHT-OF-WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 7. THERE ARE NO BUILDINGS ON THE SITE 8. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 9. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JULY 27, 1998. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY OF 1998. 10. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEEL). 11. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5" ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 12. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF CR PROPERTIES. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. rFI)-4® _'01%r CONSUMER CONNECTION OFFICE BUILDING A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON W, Jf i ! I ail EXISTING CB B RI14=394.21 - IE=390.4oE24" CMP NW) I !E 393.01�8 CMP) !E=389.70"B" CMP S) `79. 1'=20' .1__ 1 l___G f%ISTR. HAIN UNG. FENCE 9 6' Pic El 2 0o T _ __ _ _ - �- _ " 5• -- Y .-=EXISTING 36" CMP - _ c.4 IE=391 RO 7'B O. qj - '--'°-S.-' EXISTING CONC WALL x S."B B R n 39 5 j 39011'6-' oNC E. ----- -- - - _ _ - WITH GHNN LINK FENCE :l Ti 1 -EXISTING 36" CMP ° IE=391.84 \� EXISTING 20' DRAINAGE \\ E4SEMENT (PER SHOP.T 'E POWER VA!i,.T �� l�; Is ° Y PLOT) EXISTING LIGHT d-Box EXISTING FIRE HYDRANT I O AND W'ATER VALVE ! EXIS LNG RIB.!-394.8' � I..-389.09(1� CCNC N; IE 384.27 I i7 s / ° �9 J)i M � yC6 I! �!I CON' S t N y 38 161'8> BF 43yn G NC Ni � \ _ `' +3 00Sj 'E 8c.9118 r C W) ,i n s I / O JAIL INN BRAS FU Jcii ET IN YYY e \ I , °i SSNH-C I oo EXISTING � IE 3 8u 8 CONC S,- a .3a Pv W� �\ s a a -' I! ! 9 XST�NG-- E FPHONE mow,,, MANt• L tl?-i(UG)' I...,) IMS-ING BOX - T(uG) O ❑ .%AGO-.-.._._�O - LIGHT .1 �� EXISTING wA.R VALYE 8 - -' .\ EXISTING SDMh B :IM 395 51 I 89 99 18" CONC N E 389.9918 CON S 'E 39C.14,5 - SLIT 4v:) j`t� S=) ;\ �- EXISTING '-EXISTING WOOD -� .F 39 .26 .'' M. I : EXISTING B F --- \ LAUREL FENCE --FOUM1D REBAP. HEDGE 0 +0' S Rif G5. E 39 2 t1L ! iatoo Y 0 61 > .G9 8985 ti� 'A .i j i �396�� (DISTURBED) 3 .86 CN. In CMP S) i\ \- EXISTING FIRE ; YDRANT I,I', 'ill EXISTING RNl OAD TIE � 2180 > .I.'- 150 p ?LENT ER -EXISTING OF _ R Y DRIVEWAY WATER CALL BEFORE YOU DIG: 1-800-424-5555 U nUff CONFLICT NOTE-' CAUTION 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 ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE 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 BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. rn c � N n � � r OIl 956 iLil z_ i cr. () ui V uuyy$y� 3i3 to cc UJI n w d INDEX OF SHEETS Cl OF 6 COVER SHEET C2 OF 6 SITE PLAN a CS %r a GRADNG AND STORM DRANAGE PLAN 4 !!i a 04 OF 6 UTILETES PLAN 03 .. 05 OF 6 DETA!L SHEET Q C6 OF 6 TESC PLAN �. PL1 OF 2 PREL k NiARY LANDSCAPE PLANLj PL2 OF 2 LANDSCAPE PLANTING NOTES I U � N 8 AND DETAILS LEGEEND EXISTING CONTOURS EXISTING SPOT ELEVATION - PROPOSED SPOT ELEVATION 397.0 z_ = w EXISTING STORM O PROPOSED STORM w x m EXISTING WATER - - r% - -.._ -- w cl L< g i PROPOSED WATER Q I- N CN z 0 p N CU O oo cN f 2 K r� EXISTING SANITARY SEWER -.� - % a' .I �'' w z PROPOSED SANITARY SEWER --+-.---.. co! RWUMMOMED 3 M J ASPHALT PAVEMENT _ - ��OYA�, r */7/Qy c'4 Z `n n W EXISTING CONCRETE PROPOSED CONCRETE 0 iSlfi r JN/MANMVAL Z a PL P. G/p� {s► lA�� r n1 AS efm 6•$ co"y q 23475 6 ';,rs FC/crf0.'�Y4, E r `o F7pNAL ( ti '6 7_ UEFPIRES 6-10-59 r w Is 2 - 11 C_C) , V -�7KrO-1