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Home My WebLink AboutSurvey for Subdivision - SPL Plot / Site Plans - 5/17/2001 Fd Re-Bar & Cap E 1/4 Car, Sec 29, 6/98 T 23 N, R 1 W, W.M. N 89 OS'S1" W 5307.93' -— - —-_—--—-- Found Brass Mon. 1/01 W 1/4 Cor. Sec 29 per 337.26' 1997 Survey by WM Sleeth (Not Found This Survey) G� 95.55' WEST C2 1- S 6�. i ROY BOAD ROAD N 89 42'00" E GIN 127 JS' CO �1NG 6� 6� N 1�6 8 Lo in rn N e � P) 2' E 2 o r 35 2 Co � EX�S{in9 N 6 4 22 I SAFEWAY I I N 89 42'00" E 111.34 I q� 0&% \ ON :k N ; N N �� I `l ON D,5 rn C1 � \ o Line Table '� / Fd Iron Pipe LO p LINE BEARING DISTANCE LEGEND �.96 6/98 I co g2 �' G � L 1 S 60 24'18" W 29.28' • Set P/K Nail & Washer OZ �� . 5°22 W '� L2 N 25 24'38 W 43.33' o. 6�3 O0 Q I L3 S 25 24'38" E 24.66' CUR VE TABLE LINE DEL TA RADIUS ARC CHORD CHORD BEARING -o C1 729'03" 736.20 96. 16' 96.10' S 56 54'14" W 12G.29 s C2 6 0 SE Cor. Sec 29 per 19973'17" 736.20' 77.80' 77. 76' S 6340'24" W / Survey by W.M. Sleeth C3 22 5959" 497.46' 199.69' 198.35' S 78'12'03" W (Not Visited This Survey) C4 52 20'39" 55,00' 50,25' 48.52' S 6331'40" W / C5 74 31'24" 60,00' 78.04' 72,65' S 10 03'46" E C6 19 03'59" 508,97' 169,37' 168.59' S 37 4728" E 50 0 50 150 - SHEET 2 OF 2 Scale 1 - 50 ft DRAWING NO. 1190S SHORT SUBDIVISION =- DRAWN BY: JLT _DANIEL B. JOHNSON, PLS No. 28408 Aspen �� 28408 - --' DATE APPROVED FS �£O,STERE° �� __ BASIS OF BEARING: S 12958" W Along East Line, SE 1/4, Sec 29. s�°NAB L ANC 5J Land Surveying 5/17/O1 EXPIRES 1/23/2003 12904—A Purdy Drive NW, Gig Harbor, WA 98332 DIRECTOR OF COMMUNITY DEVELOPMENT DATE (253) 857-4265 FAX: (253) 857-9265 VICINITY MAP «I, THE UNDERSIGNED, ATTEST THAT I AM THE CONTRACT PURCHASERS OR OWNER IN FEE SIMPLE WARNING OF THE LAND REPRESENTED ON THIS SHORT PLAT, AND HAVE NO RIGHT, TITLE, OR INTEREST OF ANY MASON C 0 . SHORT PLAT N 0 . 1) RESPONSIBILITY AND EXPENSE FOR BUILDING, KIND IN ANY UNPLATTED LAND CONTIGUOUS TO ANY PART OF THE LAND INCLUDED IN THIS SHORT PLAT. IMPROVEMENTS, OR MAINTENANCE OF EASEMENTS THIS SHORT PLAT IS MADE WITH MY FREE CONSENT AND IN ACCORDANCE WITH MY DESIRES. AND PRIVATE ROADS LEADING TO OR SERVING A PORTION SE 114, SECTION 29, TWP . 23 N, RGE . 1 W LOTS WITHIN THIS SHORT SUBDIVISION (UNLESS SUCH ROADS HAVE BEEN ACCEPTED IN TO THE COUNTY'S ROAD SYSTEM) SHALL REST WITH THE ORIGINAL TRACT 12329-41-90021 LOT OWNERS. 2) ANY FURTHER DIVISION OF L 0 TS WITHIN THIS 0 TED�p A. TOL L EFSON ASSESSOR ' S PARCEL No (S) : 12329-41-90022 SHORT SUBDIVISION SHALL BE SUBJECT TO THE• I REQUIREMENTS OF CHAPTER 16.36 OF MASON COUNTY CODE. Y 5 STATE OF WASHINGTON ) *NOTICE 3) DECLARATION OF SHORT SUBDIVISION RO COUNTY OF ) ss AUDITOR'S FILE # 300 ��p' THE LAND CONTAINED WITHIN THIS SHORT PLAT MAY NOT BE FURTHER 4) THE PROPOSED LOCATION OF SEPTIC ON THIS DAY PERSONALLY APPEARED BEFORE ME TED A. TOLLEFSON, DIVIDED BY ANYONE WITHIN FIVE (5) YEARS OF THE RECORDING DATE OF SYSTEMS ARE ADVISORY ONLY. WELLSITE APPLICATION AND SEPTIC SITE INSPECTION MUST TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE WITHIN AND THIS SHORT PLAT WITHOUT A FORMAL SUBDIVISION HAVING BEEN FILED BE APPLIED FOR PRIOR TO BUILDING PERMIT. FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS OWN FREE WITH THE MASON COUNTY AUDITIOR. AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. DIREC TOR'S APPR0 VAL 29 28 32 33 GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 20 . FUTURE . PERMITS: THE APPROVAL OF THIS SHORT PLAT IS NOT A GUARANTEE THAT FUTURE APPROVED FOR RECORDING PURSUANT TO PERMITS WILL BE GRANTED. MASON COUNTY TITLE 16.36 SCALE: NOT DRAWN TO SCALE NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT SURVEYOR ' S CERTIFICATE DIRECTOR OF COMMUNITY DEVELOPMENT I HEREBY CERTIFY THAT LAND DESCRIPTIONS OF THIS SHORT LEGAL DESCRIPTIONS SUBDIVISION ARE FULL CORRECT DESCRIPTIONS OF LAND AS THEY DATE APPROVED APPEAR ON THIS SHORT PLAT. Parcel A Parcel B �,1 B 1 pF WABy�••.�T Commencing at the East quarter corner of Section 29, Commencing at the East quarter corner of Section 29, Townshipo' O Township 23 North, Range 1 West, W.M., in Mason 23 North, Range 1 West, W.M., in Mason County, Wahhington; q : .� County, Washington; thence S 12958" W, along the thence N 89'0851" W along the quarter section line, 337.26 Section Line, 361.99 feet to a point on the northwesterly feet to the southerly margin of Roy Boad Road and a point on margin of State Route 3 and a 1382.39-foot-radius curve a 736.20-foo t-radius curve to the right (radius point bears to the right (radius point bears N 303920" W); thence N 36 50'17" W); thence ,along said curve 96. 16 feet through a DANIEL B. JOHNSON, PLS No. 28408 °� . R 28408 along said curve 126.55 feet, through a central angle of central angle of 729 03 to the TRUE POINT OF BEGINNING; ss� FcisT�R� J� 5'14 42 , thence continuing along said northwesterly thence S 293542„ E 53.07 feet; thence N 6024,18;, E 29,28 feet; °^'AL LANos margin S 6435 22" W 327.96 feet to the TRUE POINT thence N 64*J5 22 E 61.44 feet; thence N 90 00 DO E 95.55 feet; 5117101 OF BEGINNING, thence S 643522" W 124.29 feet to thence S 252438" E 33.33 feet; thence S 643522" W 46.67 feet; DATE EXPIRES 1/23/2003 the Easterly margin of Clifton Lane; thence along said thence S 25 2438" E 10.00 feet; thence S 64 35 22" W 130.00 feet; margin the following four courses: N 28°15'29" W 169.24 thence N 25 24'38" W 24.66 feet; thence S 64 3522" W 224.63 feet; feet to a point of curvature of a 508.9 7-foot-radius curve thence S 89°42'00" W 107.65 feet; thence N 021'58" W 119.95 feet to the left; thence along said curve, 169.37 feet through to the Southerly margin of Roy Boad Road and a point on ya 497.46- a central angle of 190359 ; thence N 47'1928 W 172.24 foot-radius curve to the left (radius point bears N 04327 W�; thence feet to a point of curvature of a 60-foot-radius curve along said curve 196.00 feet through a central angle of 22 34 29" to a to the right; thence along said curve 78.04 feet through -point of compound curvature with a 736.20-foot-radius curve to the left; a central angle of 74 31'19 to a point on a 55.00- -_ - - " thence along said curve, 77.80 feet through a central angle of 6°03'17" foot-radius non-tangent curve to the right (radius point to the True Point of Beginning. bears S 5238'38" E� thence along said curve 50.25 feet through a central angle of 5220 38 ; thence N 8942 00 E (Resultant Parcel 1 of Boundary Line Adjustment No. 99-24, 127.38 feet to a point of curvature of a 497.46-foot-radius recorded May 17, 1999 under Auditors File No. 1690378.) curve to the left; thence along said curve 3.69 feet, through a central angle of 02529';• thence S 021'58" E 119.95 feet; thence N 89 42'00" E 107.65 feet; thence S 25 2438" E 354.50 feet to the True Point of Beginning. (Resultant Parcel 2 of Boundary Line Adjustment No. 98-58, recorded July 22, 1998 under Auditors File No. 671493.) AUDITOR'S CERTIFICATE EASEMENTS FILED FOR RECORD THIS DAY OF 20 AT . IN VOL. OF SHORT PLATS PG AT THE REQUEST OF TED A. TOLLEFSON. DECLARATION OF EASEMENTS WITH COVENAANTS AND RESTRICTIONS AUDITOR'S FEE NO. AFFECTING LAND, RECORDED MARCH 23, 1999 UNDER MASON COUNTY AUDITOR'S FEE No. 1686895 IN THE STATE OF WASHINGTON. FIRST AMENDMENT TO DECLARATION OF EASMEN TS WITH COVENANTS DEPUTY COUNTY AUDITOR AND RESTRICTIONS AFFECTING LAND, RECORDED SEPT. 25, 2000 UNDER NAME & ADDRESS -- ORIGINAL TRACT OWNER MASON COUNTY AUDITOR'S FEE No. 1719011 IN THE STATE OF WASHINGTON. Ted A. Tollefson 606 - 110th Ave NE Bellevue, WA 98004 PHONE: 425-455-2848 EXISTING ZONING SOURCE OF WATER North Belfair Water Co. SEWER SYSTEM- On-Site Se,otic WIDTH & TYPE OF ACCESS NOTES NO. OF SHORT PLATTED LOTS: 4 SCALE: 1" = 100' 1. THIS SURVEY EXCEEDS THE STANDARDS OF ACCURACY DRAWING N0. 1190S ESTABLISHED BY WAC 332-130-090. Aspk5n DRAWN BY: JLT 2. THIS SURVEY WAS ACCOMPLISHED USING FIELD TRAVERSE - - -_ PROCEDURES. J. A GEODIMETER MODEL 610, 3-SECOND TOTAL STATION Land >�urveym' gr WAS USED FOR THIS SURVEY. ((�llJ�� W511i� 11��l1�� SHEET 1 Of 2 12904-A Purdy Drive NW, Gig Harbor, SPA 98332 (253) 857-4265 FAX: (253) 857-9265