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Home My WebLink AboutLLA 201406049000040 E '^ -1 0 _ o � -c CITY OF RENTON NIPERT LOT LINE ADJUSTMENT LUA14- 000250 LND -30 -0381 OWNER'S DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER - SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO ROW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS 1, STATE OF WASHINGTON ) COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SALLY LOU NIPERT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND FURTHER ACKNOWLEDGED IT TO BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED 1[�_ ° '7077 ____ _1______ SIGNATURE OF NOTARY PUBLIC _'t!°"____ TITLE ------------- _ MY APPOINTMENT EXPIRES 4_7•11 - TITLE RESTRICTIONS 1. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF RENTON, WASHINGTON ORDINANCE NO. 5465" INCLUDING FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK -UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES OF CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20091105000541. 2. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, FENCE LINE /BOUNDARY DISCREPANCIES, NOTES AND /OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF KING COUNTY TESTAMENTARY DIVISION NO. L08M0034 RECORDED UNDER RECORDING NUMBER 20080812900004. RECORDER'S CERTIFICATE .................... ILED FOR RECORD THIS ......... DAY OF 20 ..... AT ...M IN BOOK .......... OF........ AT PAGE......... AT THE REQUEST OF STEPHEN J. SCHREI, P.L.S. SURVEYOR'S NAME ............. ..... ........ MANAGER **SUPT.**OF'*RECORDS...... APPROVALS CITY OF RENTON � EXAMINED AND A PROVED THIS DAY OF Y 'A 11 _, 2014. — CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & AAPPP,RLOVED THIS 29V Y OF - 1sL!1!t1c 2014. dl COED r! "'?'__— KING COUNTY ASSESSOR bSP6TY KING COU TY ASSESSOR PARCEL NO. 1423059057 AND 1423059122 ORIGINAL LEGAL DESCRIPTIONS PARCEL A: THE WEST 440 FEET OF THE NORTH 100 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14 TOWNSHIP 23 NORTH RANGE 5 EAST, W.M., EXCEPT COUNTY ROAD SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: LOT A OF KING COUNTY TESTAMENTARY DIVISION NO. 1_08M0034, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON: LESS NORTH 100 FEET OF THE WEST 440 FEET SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SECOND REPORT ORDER NUMBER 4220 - 2206449 DATED APRIL 2, 2014 AS TO PARCEL A AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NUMBER 4243 - 2173612 DATED JANUARY 29, 2014 AS TO PARCEL B. 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 FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENTS, D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN 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. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2013. 3. ALL DISTANCES ARE IN FEET. 4. THIS IS 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 WAG 332 - 130 -090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 5. THE BOUNDARY SHOWN HEREON IS BASED ON KING COUNTY TESTAMENTARY DIVISION NO. LOSM0034, RECORDED UNDER RECORDING NUMBER 20080812900004, REFERENCE 1. LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJIJ6TMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR VNDER MY DIRECTION IN CONFORMANCFI ITH STATE NO COUNTY STATUTES. I NU/, Y, 2 CERTIFICATE NO. 37555 RECORDING NO. °o 306.48' N (N88'18'10 "W R.1 & R.2) 5'17'43 "W (N88`18'37 "W I 653.82' PARCEL A d AI o o PARCEL B VOL. /PAGE (N87'58'11 "W R.2) __NB '57'44"W __4_1306.T8'14 14 13 m I _7( N88'17'43 "W 1307.65' d. 0 0 B m �o J a (D NM A V ZLL" dome o s cm.., CITY OF RENTON NIPERT LOT LINE ADJUSTMENT LUA14- 000250 LND -30 -0381 OWNER'S DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER - SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO ROW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS 1, STATE OF WASHINGTON ) COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SALLY LOU NIPERT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND FURTHER ACKNOWLEDGED IT TO BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED 1[�_ ° '7077 ____ _1______ SIGNATURE OF NOTARY PUBLIC _'t!°"____ TITLE ------------- _ MY APPOINTMENT EXPIRES 4_7•11 - TITLE RESTRICTIONS 1. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF RENTON, WASHINGTON ORDINANCE NO. 5465" INCLUDING FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK -UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES OF CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20091105000541. 2. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, FENCE LINE /BOUNDARY DISCREPANCIES, NOTES AND /OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF KING COUNTY TESTAMENTARY DIVISION NO. L08M0034 RECORDED UNDER RECORDING NUMBER 20080812900004. RECORDER'S CERTIFICATE .................... ILED FOR RECORD THIS ......... DAY OF 20 ..... AT ...M IN BOOK .......... OF........ AT PAGE......... AT THE REQUEST OF STEPHEN J. SCHREI, P.L.S. SURVEYOR'S NAME ............. ..... ........ MANAGER **SUPT.**OF'*RECORDS...... APPROVALS CITY OF RENTON � EXAMINED AND A PROVED THIS DAY OF Y 'A 11 _, 2014. — CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & AAPPP,RLOVED THIS 29V Y OF - 1sL!1!t1c 2014. dl COED r! "'?'__— KING COUNTY ASSESSOR bSP6TY KING COU TY ASSESSOR PARCEL NO. 1423059057 AND 1423059122 ORIGINAL LEGAL DESCRIPTIONS PARCEL A: THE WEST 440 FEET OF THE NORTH 100 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14 TOWNSHIP 23 NORTH RANGE 5 EAST, W.M., EXCEPT COUNTY ROAD SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: LOT A OF KING COUNTY TESTAMENTARY DIVISION NO. 1_08M0034, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON: LESS NORTH 100 FEET OF THE WEST 440 FEET SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SECOND REPORT ORDER NUMBER 4220 - 2206449 DATED APRIL 2, 2014 AS TO PARCEL A AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NUMBER 4243 - 2173612 DATED JANUARY 29, 2014 AS TO PARCEL B. 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 FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENTS, D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN 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. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2013. 3. ALL DISTANCES ARE IN FEET. 4. THIS IS 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 WAG 332 - 130 -090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 5. THE BOUNDARY SHOWN HEREON IS BASED ON KING COUNTY TESTAMENTARY DIVISION NO. LOSM0034, RECORDED UNDER RECORDING NUMBER 20080812900004, REFERENCE 1. LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJIJ6TMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR VNDER MY DIRECTION IN CONFORMANCFI ITH STATE NO COUNTY STATUTES. I NU/, Y, 2 CERTIFICATE NO. 37555 RECORDING NO. °o 306.48' N (N88'18'10 "W R.1 & R.2) 5'17'43 "W (N88`18'37 "W I 653.82' PARCEL A d AI o o PARCEL B VOL. /PAGE (N87'58'11 "W R.2) __NB '57'44"W __4_1306.T8'14 14 13 m I _7( N88'17'43 "W 1307.65' BASIS OF BEARINGS N88'37'40 "W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14 -23 -5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE 425.827.3063 OFFICE KIRKLAND, WA 98033 800.962.1402 TOLL FREE 425.827.2423 FAX wwwAmtrong.com PORTION OF THE SW. 1/4 OF THE SE. 1/4 SEC. 14, T. 23 N., R. 5 E. W.M. 3VJ3 /FAD I DATE 1 /20/14 I JOB NO. CHKD. BY SCALE I SHEET N/A 1 OF 2 0 `•v_ w ¢ d ¢ w w n N W m N O N 0 N OI 0 6 I 1000 nIMK Z m N W �- Ml N o "W N88'27'42 "W �n v .N°o z z N88'27'42 654.13' 654.12' o N z zo 0 FOUND CONCRETE MONUMENT W9TH PUNCHED 3/8" BRASS PLUG, �O q DOWN 1.2' IN MONUMENT CASE ON m N 0 SECTION LINE m N I� N 0 w N FOUND CONCRETE MONUMENT WITH N TACK &LEAD IN 2" IRON PIPE, O DOWN 1.5', IN MONUMENT CASE 654.L 43' z (1308.63' R.1) 23 654.43' (1308.62' MEA.) 14 1113 N68'37'40" W (2617.73' M v__ (N88'38'07 "W) 2617.72' R.1 & R.2 23 24 FOUND 4"x4" CONCRETE MONUMENT .2 WTH PUNCHED 2" BRASS DISK, STAMPED "LS 38892" FOUND CONCRETE MONUMENT WITH DOWN 0.7' IN MONUMENT CASE PUNCHED 3" BRASS DISK DOWN 1.1', IN MONUMENT CASE, STAMPED AS SHOWN T23N 14 I 13 23 1 24 R5E SECTION SUBDIVISION PER RECORD OF SURVEY 1438 RECORDED IN VOLUME 105 OF SURVEYS, PAGE 3, UNDER RECORDING NUMBER 9508099008, REFERENCE 2. NORTH GRAPHIC SCALE 0 100' 200' 400' wood 1 INCH = 200 FT. BASIS OF BEARINGS N88'37'40 "W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14 -23 -5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE 425.827.3063 OFFICE KIRKLAND, WA 98033 800.962.1402 TOLL FREE 425.827.2423 FAX wwwAmtrong.com PORTION OF THE SW. 1/4 OF THE SE. 1/4 SEC. 14, T. 23 N., R. 5 E. W.M. 3VJ3 /FAD I DATE 1 /20/14 I JOB NO. CHKD. BY SCALE I SHEET N/A 1 OF 2 0 � N O N O C V o Lc1 - C. �Q z; CITY OF RENTON NIPERT LOT LINE ADJUSTMENT LUA14- 000250 LND -30 -0381 .(N88'22'17 "W C.O.R.) 10 11 (N88'21'19 "W REF. 3) N88'22'1 0 "W CALC. N88'21'12 "W CALC. �✓ (2623.87 REF. 3) 15 14 2622.48' REF. 3 (2623.86' C.O.R.) HELD 91'09'30 " - -' PER REF. 3 CITY OF RENTON CONTROL _ MONUMENT NO. 1852, MONUMENT NOT SEARCHED FOR, HELD POSITION PER CITY OF RENTON /REF. 3 CITY OF RENTON CONTROL MONUMENT NO. 1851, MONUMENT NOT SEARCHED FOR, HELD POSITION PER CITY OF RENTON /REF. 3 5.50' RIGHT OF WAY DEDICATED TO THE CITY OF RENTON REC. NO 20 /yobDy00 /oqj I& NORTH GRAPHIC SCALE 0 2. ' 50' 100' 1 INCH = 50 FT. BASIS OF BEARINGS N88'37'40 "W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14 -23 -5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764, AREAS: BEFORE BLA AFTER RIA PARCEL 41,009± SQ. FT. 30,175± SQ. FT. A (0.9414} ACRES) (0.69271 ACRES) PARCEL 186,203± SO. FT. 197,0371 SQ. FT. B (4.2746± ACRES) (4.52331 ACRES) REFERENCES 1. KING COUNTY TESTAMENTARY DIVISION NO. 1_08M0034. RECORDED UNDER RECORDING NUMBER 20080812900004. 2. RECORD OF SURVEY RECORDED IN VOLUME 105 OF SURVEYS, PAGE 3, UNDER RECORDING NUMBER 9508099008. 3. HIGHLANDS PARK RECORDED IN VOLUME 245 OF PLATS, PAGES 95 THROUGH 101, UNDER RECORDING NUMBER 20080109001255. 4. WILLIAM'S SUNNY SLOPES RECORDED IN VOLUME 73 OF PLATS, PAGE 73, UNDER RECORDING NUMBER 5597966. LEGEND SECTION CORNER AS NOTED QUARTER SECTION CORNER AS NOTED ® FOUND MONUMENT AS NOTED 0 FOUND 1/2" REBAR WITH RED PLASTIC CAP STAMPED "CNW 40016" (TYR) EXCEPT AS NOTED OTHERWISE • SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED 'ORS 37555' ;LF CHAINLINK FENCE WDF WOODEN FENCE 411` WIRE FENCE J FOUND PUNCHED BRASS PLUG SET IN CONCRETE FLUSH PATH ROAD SURFACE o � N 42' ' FENCE IS i SHED EAVE IS 0.3'W. OF IZ 1.0'5. OF R 5'CLF 30.01' 264.96' EXISTING SHED 30 483 S.F. FEN 7v Fl CORNER � i 1.3'S. OF IW I f� W W Q a W N Q N b N N M z� � ,�= 62'55'53" L= 21.97' FOUND (TYR) 0.2'E. X 0.2'N. OF PROP CORNER WILLIAM'S SUNNY SLOPES VOL. 73, PG. 73 2 3 SHED SAVE I 15 ON R 4 5 FENCE SHED CORNER IS 0.1'N. OF mn no• __ Al 0.1'N. OF It NS8Y7'salw :e . FENCE CORNER 0.2'S. OF "ENCE CORNER IS ).3'S. OF R PARCEL A EXISTING HOUSE 14004 156TH AVE. SE. 1258t S.F. NEW LOT „m LINE —FENCE IS rn 0.9'S. OF R c `n a S OLD LOT z UNE PARCEL B UNDEVELOPED, NO ADDRESS ASSIGNED LOT A KING COUNTY TESTAMENTARY DIVISION NO. 1_08M0034, REC. NO. 20060812900004 RECORDING NO. CONIC. WALL IS 7 0.2'S. OF h' 6 N. LINE NW. 1/4, _. SW. 1 /4,SE. 1/4 SEC. 14 -23-5 L CARPORT EAVE I N 1.5'N. OF R a FOUND (TYP) 0.2'E. ° X 0.3'N. OF PROP CORNER IW M N IO I VFOUND (TYP) 0.2'E. X 0.2'N. OF PROP CORNER VOL. /PAGE KING COUNTY SHORT PLAT NO. 481066, REC. NO. 8109100503 8 I LOT 1 FENCE CORNER IS 0.1'N. X 0.5'W. OF PROP CORNER-, I � FOUND 1 -1/2" IP 0.1'S. OF PROP CORNER FENCE IS 0.7'W. OF R UNPLATTED FENCE IS 1.1'W. OF Ij, �- FENCE CORNER g 0.8'W. OF It N M .p- n N UNPLATTED w Li i w UI I z n 30.01' w I N88'27'42'W 623.97' UNPLATTED 30' n m LOT B °n FENCE IS 0.2'W. OF It FOUND CONCRETE MONUMENT WITH PUNCHED 3/8" BRASS PLUG, FOUND CONCRETE MONUMENT WITH - DOWN 1.2' IN MONUMENT CASE ON PUNCHED 3" BRASS DISK DOWN 1.1', IN SECTION LINE MONUMENT CASE, STAMPED AS SHOWN T23N 14 I 13 23 1 24 tO FOUND CONCRETE MONUMENT WITH R5E ,14 SE. 144TH STREET TACK &LEAD IN 2" FOUND CONCRETE MONUMENT 1438 IRON PIPE, WITH 3/8: BRASS PLUG \ DOWN 1.5, IN MONUMENT CASE 23 030_ 911' MEA.) 1309.09 R.1) A DOWN 1.0 IN MONUMENT �-- 478.55' MEA_ V CASE FOUND 4"x4" CONCRETE MONUMENT +— ,1 830.07' MEA. 14 WITH PUNCHED 2° BRASS DISK, N8837'40 "W 2617.72'R. & R.2 (2617.73' MEA) _'I/— STAMPED "LS 38892" DOWN 0.7' IN MONUMENT CASE n 23 J', cif D.R�S�TRONG Rs zq ENGINEERS PLANNERS SURVEYORS T Ent'° 620 7TH AVENUE 425.827.3063 OFFICE KIRKLAND, WA 98033 800.962.1402 TOLL FREE 425.827.2423 FAX www.drstrong.com PORTION OF THE SW. 1/4 OF THE SE. 1/4 SEC. 14, T. 23 N., R. 5 E. W.M. DWN. BY DATE JOB NO. SJS /FAD 1/20/14 13117 CHKD. BY SCALE SHEET 1"=50' 2 OF 2