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Home My WebLink AboutR-389752SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. 12 CPP (E) VUECRES T ESTATES 8 VUECREST l/ SHORT PLAT J ID II Ln j \ -- I III I SSMH \ 2 II I RIM=369.29 5 Q IE=361.75 CTR CHANNEL II t (n8" PVC (N,S), 6" PVC (E) FOUND 4""L FOUND 5/" 8 CB TYPE -1 II 0' OUT (N) TRACT A RIM=369.18 II I W CONCRETEXMONUMENT 6 7 WITH PLASTICRCAPR �i I i iii I I///' �� • �,' I i i = / Ii�O /IE \ 12"3CPF (W) / c// 4 / TOP OF BANK , I I I I \ / (TYP) /SII s W TEMPRARY _\� 1- W I I I I I V I I I I I I I I I I I I I I I CUL -D -SAC CUL-DE-SAC / l ASPHALT OV ERLO EASEMENT REC. N0. 19990826000429 FLUSH WITH yAyY TOP OF CURB W 1 O , I 11 1 (IIII I11j1I11 II11 I II I V iii IIII III ,11 111 \�� BENCAMARK HUBV / O -372.05 I/ ACK v, I I I I I I I I II I 11 1 6 ) W IIIIII'I11IIj111I 111111'1 I 1 (\ J J 'II'11I11'I IIIIIIIII III I I i C Q i II��11,11ii�IIII II�II��I �� , O O I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I i I I I I I I I I I I I \ W IIIIIiIj111I1111I1111I111, I � ° ° Illiiilll,illl, IIIIII 111 I I III III IIIIIII ' , ; I O O //l III'IIIIIIII�I'II�IIIII'1/' 0 o W11j1IIIIII IIII 111 111 BORING J O ��// I I I I I I 1 1 1 1 1 11 1, 1 '1 1„ 1 1 11 1 11 I I I / RN HA -6 L.1. I I' I I I I I I' 1 1 1 1 1 1 1 I I ilk 1 I , / ��i 11 'I 11 11 1 11 11 11 'I 1 1 I 'I 11 I I I 'I 'I 1 'I 111 I ° I O / ° ° O I, 1 1 III 11 I I I I I I '. W IIII' IIII IIII IIII I'I ° � ° I I I I► I I I I I I I I NO TREES SUR VEYEDWTHIN I1 1III1IIII1II,II1II IIIIIiIIiIIiIiIIIl►► �II�IIiII/I�I�IIiIIiI IIIII I-.) � �° �> CRITICAL AREA SLOPE O O O III fill, IIII I I - 00 BORING 2 O IIIIIIIII IIII II IIIIIiIIIIil1'III IIIIIIIII�11111111 ° I I I 1 1 1 1 ( I I I I 1 1 1 1 ', � RIMCB -238.86 I I I I I I III I 1 1 1 II 1 1 IE=233.96 12" PVC (SE) , I' I I 1 1 1 1I 1 111111111 1111111 11 '�. O O C O IE=233.92 12" PVC (W) III III IIII , 1 I I I I I I I I I I I I I I I I 1 1 1 1 \ BORING CB T-1 (SOLID LID) I I I I ( I I I I I I I I I I I C'I 1/ RN HA -5 RIM=242.64 I I I I I I I I I iii I iii J IE=239.39 8" PVC (N) I I I I I I I I I IIIIIIII I'' IE=239.21 12" PVC (SE) IE=238.69 12" PVC (W) MEAD GILMAN LO.291276 36811 32434 35145 VW OF PROP. LINE ED HOUSE 3 FOUND 5/8" REBAR PLANTER FACE CORN IS �� WITH PLASTIC CAP OAAOF LO LINE MEAD GILMAN 29276 36811 32434 35' FENCE CORIS \ _ 0.2'W OF PROP. LINE 4.5'S OF L6T LINE L1 m FENCE CORNER IS > 4 4.2'S O� LOT LINE m - / THE RESERVE AT STONEHAVEN VOL. 233, PG'S. 43-47, � REC. N0. 20060321000567 5 FOUND 5/8"RE r / WITH PLASTIC AP MEAD GILMAN e ° 29276 811 32434 35145 n 1'w F PROP. LINE O 6 WRA6 O WRA5 \ C TRACT A WRZ.�WRA4 WRA2 WRA3 \ RA8 O l uroe� SDMH RIM=243.07 IE=235.22 4" PVC (W) IE=234.91 12" PVC (S) �"O IE=234.85 12" PVC (NW) ' I I'I 1111 11 111 111 111 111 I i I 1 t J I III III IIII 11 ��/// 11II,j111111� 11''111Q) \ \ \ WITHSDMTRASH RACK I I I I ' I I II 111 1' ' 11 I 1 II ' 1111 11 I' 11 111 ' II I°/�Vi RIM=246.34 I I I' I I' I' I V I I I 1 1 1' 1 1 1 1 1 I I I I BORING \ \ IE=241.19 8" PVC (E) I, I' I I , I I , 1 I ' I I , 1 ' III 1 I I ' ' ' ° RN HA -3 BORING / \ O WRA20 \ IE=241.14 12" PVC (S) I I (\ \ I 1 \\ 1'' 1 1 11 I I I I 1' I I 1 1 I /✓ A -3 RN HA -4 1�/) ° - \ / IE=241.09 12" DVC (NW), ° , \ I\'\ l 1 ' ' ( 1 J VtA32 ARAG \ I I I I I 1 1 \11 \ 1 1 1 1 *3$0`; 0 II II II 1111111111, 111\\\\ \`\ ` \`\ \\\\\\\\\;\\\\\``��`�.`` WRA26 1 I I I I 1 1 1 , �� \ \ \ \ ` ` \�` \ \ \ \\\ \\`�3\` "39.0` WR?/1 F,,/ SALE 1(TYP�j ` ` \ �\ ` \ \ \\ \ \ ` \ ``� `� \�: , �� 3i\ `��\\RA27°^kC C II -soca 1 I 1 , I1 6" PVC RA25 WETLAND FLAGS I i �' II _ \ \ `\� \ `� \ `�\` ` `` WF.A14-WRA38 IY , ,- WIHHfRASH RACK � \ �c�0�`� �O`\`\\`�\��////'// //// i' � - WR 2$� ° WRA22 a II d/ RIM=255.22 �; /Irl' /////////'////l// I WRA2 IE=252.62 6" PVC Sj \ \ . \`I I I r / / , / �y I I IE=' 2.C2 12" P'✓L (N `\ £ \\ \ I I I I / /,/ l/ l/ I I I I I I I I I I f / �° I1 I I 111/ / / , / // // . I Ii I I. I'. I I I I l`l� WRA30 WRA29 ( \J /� 111 TOP OF BANK -,� � ,may (TYP) RIM2- / l//,// / /i� i\,�l/l' lr,/l///'IIII///r ° Ld IE=241.576"PVC (E)CD 11 IE=241.29 12" PVC (N) Q II 11 II I11 I 'I \ 1 1 1 1 1' ( I I I I I' I t I INCIGi!R�lEl1S;- O CDO \ \ 11 I I I 6' VBF Cp 6'VBF `x I I (D ' I IBORGATA CONDOMINIUM I i II I I 11 I 'I 1 \ \ IROS IC\ \B(Ol � I �Lr �\ ; \ \ ill II 'III 6' VBF I I I I I \ \ \ \ \ \ DECK - FENICE CG VOL. 216, PG'S. 31-38, 1 1 I I I I \ \ \ \ \ \ \ R) REC. NO. 20060425002099 I 1 i I I i 1 j I \ \ \ \\ \ �� \ \\ \ \ \\ \ \ \\ \ ` ` CONC. BLOCK WALL I 1.7'N OF LO LINt� 1 I I I I \ \\ \ \\ \\\ \ \ \\ \ \0 \ (TYP) FENCE CORNER IS FENCE CORNER IS -7 I I I I I I 1 I I I 1 I \ o SDCB I I I \ \ \\ \ \\ \ \ \ \ 0.6'S OF LOT LINE 1.2'S OF LOT LINE 54" OUTSIDE DIAMETER RIM=252.20 I IE=251.20 6"CONC (E,W) r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT "I CER7IFY THAT THE INFORMA7ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. " •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 10 TWRA11 WRA12 J 0 CONC. REVIEW 1 IE=365.41 12 CPP (E) I �y1 WITH 2" BRASS DISK CIN COMMENTS. REVIEW 3 4 BLOCK WALL REVIEW 4 IE=365.30 12" CPP (N) II {W .I AND PLUG, DOWN 0.9 DRAFT AS-BUILTS N0. 101.04.181 REVISION APPROVE BY DATE APPR HOUSE II i/nIN MONUMENT CASE STREET LIGHT a STREET LIGHT CONTROL BOX FIRE HYDRANT D4 WATER VALVE ® CATCH BASIN G❑ STORM DRAIN MANHOLE 6-6 SANITARY SEWER MANHOLE ❑® ELECTRIC METER 0 DECIDUOUS TREE (D) 0 EVERGREEN TREE (F) CLF i i iw�`RIM-369,14 WDF WOOD FENCE WIF WIRE FENCE SANITARY SEWER LINE CB 3' VBF �i I i iii I I///' �� • �,' I i i = / Ii�O /IE \ 12"3CPF (W) / c// 4 / TOP OF BANK , I I I I \ / (TYP) /SII s W TEMPRARY _\� 1- W I I I I I V I I I I I I I I I I I I I I I CUL -D -SAC CUL-DE-SAC / l ASPHALT OV ERLO EASEMENT REC. N0. 19990826000429 FLUSH WITH yAyY TOP OF CURB W 1 O , I 11 1 (IIII I11j1I11 II11 I II I V iii IIII III ,11 111 \�� BENCAMARK HUBV / O -372.05 I/ ACK v, I I I I I I I I II I 11 1 6 ) W IIIIII'I11IIj111I 111111'1 I 1 (\ J J 'II'11I11'I IIIIIIIII III I I i C Q i II��11,11ii�IIII II�II��I �� , O O I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I i I I I I I I I I I I I \ W IIIIIiIj111I1111I1111I111, I � ° ° Illiiilll,illl, IIIIII 111 I I III III IIIIIII ' , ; I O O //l III'IIIIIIII�I'II�IIIII'1/' 0 o W11j1IIIIII IIII 111 111 BORING J O ��// I I I I I I 1 1 1 1 1 11 1, 1 '1 1„ 1 1 11 1 11 I I I / RN HA -6 L.1. I I' I I I I I I' 1 1 1 1 1 1 1 I I ilk 1 I , / ��i 11 'I 11 11 1 11 11 11 'I 1 1 I 'I 11 I I I 'I 'I 1 'I 111 I ° I O / ° ° O I, 1 1 III 11 I I I I I I '. W IIII' IIII IIII IIII I'I ° � ° I I I I► I I I I I I I I NO TREES SUR VEYEDWTHIN I1 1III1IIII1II,II1II IIIIIiIIiIIiIiIIIl►► �II�IIiII/I�I�IIiIIiI IIIII I-.) � �° �> CRITICAL AREA SLOPE O O O III fill, IIII I I - 00 BORING 2 O IIIIIIIII IIII II IIIIIiIIIIil1'III IIIIIIIII�11111111 ° I I I 1 1 1 1 ( I I I I 1 1 1 1 ', � RIMCB -238.86 I I I I I I III I 1 1 1 II 1 1 IE=233.96 12" PVC (SE) , I' I I 1 1 1 1I 1 111111111 1111111 11 '�. O O C O IE=233.92 12" PVC (W) III III IIII , 1 I I I I I I I I I I I I I I I I 1 1 1 1 \ BORING CB T-1 (SOLID LID) I I I I ( I I I I I I I I I I I C'I 1/ RN HA -5 RIM=242.64 I I I I I I I I I iii I iii J IE=239.39 8" PVC (N) I I I I I I I I I IIIIIIII I'' IE=239.21 12" PVC (SE) IE=238.69 12" PVC (W) MEAD GILMAN LO.291276 36811 32434 35145 VW OF PROP. LINE ED HOUSE 3 FOUND 5/8" REBAR PLANTER FACE CORN IS �� WITH PLASTIC CAP OAAOF LO LINE MEAD GILMAN 29276 36811 32434 35' FENCE CORIS \ _ 0.2'W OF PROP. LINE 4.5'S OF L6T LINE L1 m FENCE CORNER IS > 4 4.2'S O� LOT LINE m - / THE RESERVE AT STONEHAVEN VOL. 233, PG'S. 43-47, � REC. N0. 20060321000567 5 FOUND 5/8"RE r / WITH PLASTIC AP MEAD GILMAN e ° 29276 811 32434 35145 n 1'w F PROP. LINE O 6 WRA6 O WRA5 \ C TRACT A WRZ.�WRA4 WRA2 WRA3 \ RA8 O l uroe� SDMH RIM=243.07 IE=235.22 4" PVC (W) IE=234.91 12" PVC (S) �"O IE=234.85 12" PVC (NW) ' I I'I 1111 11 111 111 111 111 I i I 1 t J I III III IIII 11 ��/// 11II,j111111� 11''111Q) \ \ \ WITHSDMTRASH RACK I I I I ' I I II 111 1' ' 11 I 1 II ' 1111 11 I' 11 111 ' II I°/�Vi RIM=246.34 I I I' I I' I' I V I I I 1 1 1' 1 1 1 1 1 I I I I BORING \ \ IE=241.19 8" PVC (E) I, I' I I , I I , 1 I ' I I , 1 ' III 1 I I ' ' ' ° RN HA -3 BORING / \ O WRA20 \ IE=241.14 12" PVC (S) I I (\ \ I 1 \\ 1'' 1 1 11 I I I I 1' I I 1 1 I /✓ A -3 RN HA -4 1�/) ° - \ / IE=241.09 12" DVC (NW), ° , \ I\'\ l 1 ' ' ( 1 J VtA32 ARAG \ I I I I I 1 1 \11 \ 1 1 1 1 *3$0`; 0 II II II 1111111111, 111\\\\ \`\ ` \`\ \\\\\\\\\;\\\\\``��`�.`` WRA26 1 I I I I 1 1 1 , �� \ \ \ \ ` ` \�` \ \ \ \\\ \\`�3\` "39.0` WR?/1 F,,/ SALE 1(TYP�j ` ` \ �\ ` \ \ \\ \ \ ` \ ``� `� \�: , �� 3i\ `��\\RA27°^kC C II -soca 1 I 1 , I1 6" PVC RA25 WETLAND FLAGS I i �' II _ \ \ `\� \ `� \ `�\` ` `` WF.A14-WRA38 IY , ,- WIHHfRASH RACK � \ �c�0�`� �O`\`\\`�\��////'// //// i' � - WR 2$� ° WRA22 a II d/ RIM=255.22 �; /Irl' /////////'////l// I WRA2 IE=252.62 6" PVC Sj \ \ . \`I I I r / / , / �y I I IE=' 2.C2 12" P'✓L (N `\ £ \\ \ I I I I / /,/ l/ l/ I I I I I I I I I I f / �° I1 I I 111/ / / , / // // . I Ii I I. I'. I I I I l`l� WRA30 WRA29 ( \J /� 111 TOP OF BANK -,� � ,may (TYP) RIM2- / l//,// / /i� i\,�l/l' lr,/l///'IIII///r ° Ld IE=241.576"PVC (E)CD 11 IE=241.29 12" PVC (N) Q II 11 II I11 I 'I \ 1 1 1 1 1' ( I I I I I' I t I INCIGi!R�lEl1S;- O CDO \ \ 11 I I I 6' VBF Cp 6'VBF `x I I (D ' I IBORGATA CONDOMINIUM I i II I I 11 I 'I 1 \ \ IROS IC\ \B(Ol � I �Lr �\ ; \ \ ill II 'III 6' VBF I I I I I \ \ \ \ \ \ DECK - FENICE CG VOL. 216, PG'S. 31-38, 1 1 I I I I \ \ \ \ \ \ \ R) REC. NO. 20060425002099 I 1 i I I i 1 j I \ \ \ \\ \ �� \ \\ \ \ \\ \ \ \\ \ ` ` CONC. BLOCK WALL I 1.7'N OF LO LINt� 1 I I I I \ \\ \ \\ \\\ \ \ \\ \ \0 \ (TYP) FENCE CORNER IS FENCE CORNER IS -7 I I I I I I 1 I I I 1 I \ o SDCB I I I \ \ \\ \ \\ \ \ \ \ 0.6'S OF LOT LINE 1.2'S OF LOT LINE 54" OUTSIDE DIAMETER RIM=252.20 I IE=251.20 6"CONC (E,W) r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT "I CER7IFY THAT THE INFORMA7ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. " •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 10 TWRA11 WRA12 J 0 A17 WETLAND FLAGS WRA1-WRA13 13 WETLAND FLAGS WRA14-WRA38 WRA140f �WRA36 W'RA37_�� C C O O C O , O/ . C211'N . l 1.8'N \ 1.4N .top,_ . . . . I CY ONS.WALL I WALL WALL- t -.;N BUILDING I 4SPORT:a 11\D� - - - - - - - - SHEDCOURT CON C. BLOCK WALL NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. UNPLATTED 1 CIN COMMENTS, REVIEW 1 RA18 CIN COMMENTS, _WRA34 A17 WETLAND FLAGS WRA1-WRA13 13 WETLAND FLAGS WRA14-WRA38 WRA140f �WRA36 W'RA37_�� C C O O C O , O/ . C211'N . l 1.8'N \ 1.4N .top,_ . . . . I CY ONS.WALL I WALL WALL- t -.;N BUILDING I 4SPORT:a 11\D� - - - - - - - - SHEDCOURT CON C. BLOCK WALL NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. UNPLATTED 1 CIN COMMENTS, REVIEW 1 2 CIN COMMENTS, REVIEW 2 3 CIN COMMENTS. REVIEW 3 4 CIN COMMENTS. REVIEW 4 5 MYLARS 12°06.16 6 DRAFT AS-BUILTS N0. 101.04.181 REVISION LOT A MAJ 03°22.16 MAJ SURVEYED: SJS MAJ 06°06'16 MAJ DESIGNED: MAJ MAJ 08°25.16 MAJ MAJ 10°21.16. kW DRAWN: YLP MAJ 12°06.16 kW CHECKED: MAJ 101.04.181 MAJMAJ APPROVE BY DATE APPR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND: SUR VE YOR'S NO TES: 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY A.L. T.A. COMMITMENT ORDER NO. 1349419 DATED AUGUST 28, 2012 AND SUPPLEMENTAL COMMITMENT NUMBER I THERETO DATED OCTOBER 3, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 2013. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2012. J. PROPERTY AREA = 405,398± SQUARE FEET (9.3067± ACRES) - VUECREST ESTATES PROPERTY AREA = 106,689± SQUARE FEET (2.4492± ACRES) - VUECREST 11 SHORT PLAT 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED 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. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIL ITIES W/TH 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. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS: VUECREST ES TA TES 1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO THE CITY OF RENTON AND TALBOT DEVELOPMENT PARTNERS, L.L.C. FOR A TEMPORARY CUL-DE-SAC AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 19990826000429. THE EASEMENT AREA DESCRIBED WITHIN SAID INSTRUMENT IS SHOWN HEREON. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A UTILITY EASEMENT TO PUGET SOUND ENERGY, INC. FOR UTILITY SYSTEMS FOR GAS AND ELECTRICITY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 20030401000988 THE LEGAL DESCRIPTION WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENTS EXACT LOCATION WITHIN THE SI TE. J. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 3790 AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8403260504. SAID ORDINANCE BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 4. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT BETWEEN THE CITY OF RENTON AND ENVIRONMENTAL DEVELOPMENT, INC. REGARDING LATECOMERS REIMBURSEMENT FOR CONNECTION TO A WATER SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9505080322 AND AMENDMENT THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9710140140 SAID AGREEMENT BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 5. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20020823900003. NO SUCH COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS OR SETBACKS WERE PRODUCED BY SAID BOUNDARY/LOT LINE ADJUSTMENT. VUECREST 11 SHORT PLA T 1. THIS SITE IS SUBJECT TO THE EXCEPTIONS AND RESERVATIONS CONTAINED IN THE DEED RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3444206, SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3377627. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT EXECUTED BY KBSIII LLC AND STEVEN AND SHARYL BLOMQUIST REGARDING A TERMINABLE LICENSE IN FAVOR OF THE BLOMQUISTS WITH RESPECT TO USE OF THE KBS PORTION OF THE BOUNDARY -STRADDLING THE LAW AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20131009000726 AND 201310221138. I III TRACT A 12"IE CONC=404.061 CD I U . UNPLATTED .+ CB T 1 12"IE CONC=404.99 �I I RIM-- 5.88 Q \I U_ 12"IE ADS=402.98 (S) Z \\ 12"IE A S=402.95 (NE) \` a'• '• 4 12"IE CONC= pP WWI''. e .a.. . \� II 1LUX tFa�lslormer CONrR F' d i I V� i SE 186TH ST._ Q FOUND 1-3/4" BRASS DISC WITH A "X" IN A 4"X4" CONCRETE Z .\3 b MONUMENT, DOWN 0.5' IN t MONUMENT CASE. DECK CB T-1 RIM=406.27 TRACT C �UILDING �� I 12"IE ADS=403.3 7GARAGE(4909)TRACT B SSMH ERHANG•wRIM=409.89 _3�CONC=407.906"IE=402.38(NW) G ) 8"IE=402.06(S) p _ I EVS77NO DRIVEWAY WILL a FP O ABANDONED AND REPLACED Wl7N -� FRONTAGE IMPROVEMENTS conrirl 12"IE CONC=408.13 � I� FREDRICKS PLACE I VOL. 169, PG'S. 30-36, REC. NO. 9406211158 ` 1.3'N I 2 DPECE _ ❑ ' I I kiUILUIN(i I I\E CO \ 408.20 4.0'S Ii CB T-1 4.3'S RIM=409.35 I I LOT B UNPLATTED 12"IE CONC=408.41 12"IE ADS=406.07 (NE) I 12"IE CONC=408.48 I G KING CO. BLA NO L94LO141 a I RECOMMENDED FOR APPOVAL REFERENCES: VUECREST ES TA TES & VUECREST 11 SHORT PLAT BY: Date: 1. CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-045-LLA, RECORDED UNDER KING COUNTY RECORDING NUMBER 20020823900003. BY: Date: 2. THE PLAT OF TALBOT RIDGE RECORDED IN VOLUME 194 OF PLATS, PAGES 15-17, UNDER KING BY: Date: COUNTY RECORDING NUMBER 20000404001056. BY: Date: J. THE PLAT OF THE RESERVE AT STONEHAVEN RECORDED IN VOLUME 233 OF PLATS, PAGES 43-47, UNDER KING COUNTY RECORDING NUMBER 20060321000567. DATE: VERTICNA 988 HORIZONTAL: NAD VD1983/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 C T Y O FIELDBOOK: RENTON PAGE: TOPOGRAPHY MAP DATUM DRAWING NO: Planning/Building/Public Works Dept. a C2 U15007217 / U15007232 SHEET: 2 OF: 33 DRS PROJECT NO. 12102 R-389752 SECTION CORNER AS NOTED 1111100-111111 QUARTER SECTION CORNER AS NOTED FOUND MONUMENT AS NOTED FOUND 1/2" REBAR WITH RED PLASTIC CAP STAMPED "CNW 40016" (TYP) EXCEPT AS NOTED OTHERWISE F� PROPERTY LINE SOL SOIL TEST PIT __G__ ROAD SIGNAGE ❑® POWER METER POWER POLE c GUY ANCHOR ¢-� STREET LIGHT ® STREET LIGHT CONTROL BOX FIRE HYDRANT D4 WATER VALVE ® CATCH BASIN G❑ STORM DRAIN MANHOLE 6-6 SANITARY SEWER MANHOLE ❑® ELECTRIC METER 0 DECIDUOUS TREE (D) 0 EVERGREEN TREE (F) CLF CHAINLINK FENCE WDF WOOD FENCE WIF WIRE FENCE SANITARY SEWER LINE = STORM LINE OP OVERHEAD POWER T TELECOMMUNICATIONS G GAS PAINT W WATER PAINT EDGE OF PAVEMENT SUR VE YOR'S NO TES: 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY A.L. T.A. COMMITMENT ORDER NO. 1349419 DATED AUGUST 28, 2012 AND SUPPLEMENTAL COMMITMENT NUMBER I THERETO DATED OCTOBER 3, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 2013. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2012. J. PROPERTY AREA = 405,398± SQUARE FEET (9.3067± ACRES) - VUECREST ESTATES PROPERTY AREA = 106,689± SQUARE FEET (2.4492± ACRES) - VUECREST 11 SHORT PLAT 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED 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. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIL ITIES W/TH 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. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS: VUECREST ES TA TES 1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO THE CITY OF RENTON AND TALBOT DEVELOPMENT PARTNERS, L.L.C. FOR A TEMPORARY CUL-DE-SAC AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 19990826000429. THE EASEMENT AREA DESCRIBED WITHIN SAID INSTRUMENT IS SHOWN HEREON. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A UTILITY EASEMENT TO PUGET SOUND ENERGY, INC. FOR UTILITY SYSTEMS FOR GAS AND ELECTRICITY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 20030401000988 THE LEGAL DESCRIPTION WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENTS EXACT LOCATION WITHIN THE SI TE. J. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 3790 AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8403260504. SAID ORDINANCE BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 4. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT BETWEEN THE CITY OF RENTON AND ENVIRONMENTAL DEVELOPMENT, INC. REGARDING LATECOMERS REIMBURSEMENT FOR CONNECTION TO A WATER SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9505080322 AND AMENDMENT THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9710140140 SAID AGREEMENT BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 5. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20020823900003. NO SUCH COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS OR SETBACKS WERE PRODUCED BY SAID BOUNDARY/LOT LINE ADJUSTMENT. VUECREST 11 SHORT PLA T 1. THIS SITE IS SUBJECT TO THE EXCEPTIONS AND RESERVATIONS CONTAINED IN THE DEED RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3444206, SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3377627. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT EXECUTED BY KBSIII LLC AND STEVEN AND SHARYL BLOMQUIST REGARDING A TERMINABLE LICENSE IN FAVOR OF THE BLOMQUISTS WITH RESPECT TO USE OF THE KBS PORTION OF THE BOUNDARY -STRADDLING THE LAW AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20131009000726 AND 201310221138. I III TRACT A 12"IE CONC=404.061 CD I U . UNPLATTED .+ CB T 1 12"IE CONC=404.99 �I I RIM-- 5.88 Q \I U_ 12"IE ADS=402.98 (S) Z \\ 12"IE A S=402.95 (NE) \` a'• '• 4 12"IE CONC= pP WWI''. e .a.. . \� II 1LUX tFa�lslormer CONrR F' d i I V� i SE 186TH ST._ Q FOUND 1-3/4" BRASS DISC WITH A "X" IN A 4"X4" CONCRETE Z .\3 b MONUMENT, DOWN 0.5' IN t MONUMENT CASE. DECK CB T-1 RIM=406.27 TRACT C �UILDING �� I 12"IE ADS=403.3 7GARAGE(4909)TRACT B SSMH ERHANG•wRIM=409.89 _3�CONC=407.906"IE=402.38(NW) G ) 8"IE=402.06(S) p _ I EVS77NO DRIVEWAY WILL a FP O ABANDONED AND REPLACED Wl7N -� FRONTAGE IMPROVEMENTS conrirl 12"IE CONC=408.13 � I� FREDRICKS PLACE I VOL. 169, PG'S. 30-36, REC. NO. 9406211158 ` 1.3'N I 2 DPECE _ ❑ ' I I kiUILUIN(i I I\E CO \ 408.20 4.0'S Ii CB T-1 4.3'S RIM=409.35 I I LOT B UNPLATTED 12"IE CONC=408.41 12"IE ADS=406.07 (NE) I 12"IE CONC=408.48 I G KING CO. BLA NO L94LO141 a I RECOMMENDED FOR APPOVAL REFERENCES: VUECREST ES TA TES & VUECREST 11 SHORT PLAT BY: Date: 1. CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-045-LLA, RECORDED UNDER KING COUNTY RECORDING NUMBER 20020823900003. BY: Date: 2. THE PLAT OF TALBOT RIDGE RECORDED IN VOLUME 194 OF PLATS, PAGES 15-17, UNDER KING BY: Date: COUNTY RECORDING NUMBER 20000404001056. BY: Date: J. THE PLAT OF THE RESERVE AT STONEHAVEN RECORDED IN VOLUME 233 OF PLATS, PAGES 43-47, UNDER KING COUNTY RECORDING NUMBER 20060321000567. DATE: VERTICNA 988 HORIZONTAL: NAD VD1983/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 C T Y O FIELDBOOK: RENTON PAGE: TOPOGRAPHY MAP DATUM DRAWING NO: Planning/Building/Public Works Dept. a C2 U15007217 / U15007232 SHEET: 2 OF: 33 DRS PROJECT NO. 12102 R-389752