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Home My WebLink AboutBLD Plot / Site Plans - 3/15/1999THE QUARTER CORNER HAS BEEN OBLI TERA TED BY RESIDENTIAL CONSTRUCTION. THE LOCATION SHOWN IS CALCULATED FROM 11ES TO VOL.19 OF SURVEYS A T PG. 45. THIS SOLUTION IS IN AGREEMENT WITH VOL 5, PG 106 WHICH CLAIMS TO BE BASED ON AN EARLIER R. FISHER SURVEY SHOWING THE QUARTER CORNER. FOUND SIMPSON TIMBER CO, STANDARD PIPE AND HEX. BRASS CAP MONUMENT SET IN 1946 FROM ORIGINAL ACCESSORIES. REFERENCES: FD 33' FIR WOW FACE 1.3' DEEP N10'E, 15,3.SET E;,414: AT 5.42'. SET NAIL ANC) i";'=i =a,-fFVy^I 12" IV AT 5511E, 18.09 ". IFI) 48' FIR STUMP W/LHW. NOTCH IN 1' DEEP FACE. BEARS S21V, 29.6 SET NAIL AND WASHER IN 20' FIR AT 564'W, FD 40' nR STUMP W/FACE AND CH. NOTCH, BEARS N64W, 36.8'. FOUND 3/4'LD. IRON PIPE W/UNION 0.4' OUT OF THE GROUND. G. La BEARING WEE STUMP WITH SCRIBING BEARS WEST 2LKS PER FIELD NOTES OF CONTRACT #57, COMPLETED IN 1861. VOL.5 OF SURVEYS AT PC 104 REPORTS 'IRON PIPE, 1 B. T.'. SIMPSON TIMBER CO. RECORDS REPORT "FOUND B. T. SET 1 " PIPE". R.P.'S_ WLr COR. CINDER BLACK BLDG(9.8X8.0) BEARS N42E, 6.501. SET PK AND BRASS DISK IN 12' FIR W/WA. DIV. FOR: TAG. BEARS S85E, 5.91'. 4 DESCRIPTION: 33 3/4'I.P. VOL. AY' PAGE. 7A.F.N. /0ROA7 0 FD 1/2' 1.P. © FD IR WIN BAR AND CAP MASON COUNTY RECORD OF SURVEY SEE LAKE NOTE BELOW 1"=150' C1 CALC. 17 44271 _ _ R=1358.56 L= 420.66 C1 PLAT A= 1739'30' R= 1365.0 L= 421.00 I � PCP '3�P yo3.3" ' . UNr1� N 8�101;e 1IAg. GAS 6 °SO 1/16th I NOT SET "5 eN C2 CALC. 16'38'17' Z Z. R=1021.31 L= 296.58 C2 PLAT As 16'40'20' R=1019.17 L. 296.56 N In 1/16th 344.49 !Ft) 1/2' I.P. L 6P.42MMMMMArrS� `J 6.56 RI?C. ' FD 5J''82 FD 34. FD 334gr FD 1/2' I.P. °S01 FD 1/2' I.P. U HELD P.C. 1546.97 S 89'46'02' E 2633.09 MEAS. N 89'54 1/2' E 2609.07 MADING'S SUNNY SHORE ADD'N NO. 6. REFER TO S. W.D. RECORDED UNDER A.F.N. 445194 (PARCEL 19), RECORDS OF THE MASON COUNTY AUDITOR. AUDITOR'S CERTIFICATE FILED FOR RECORD THISA.)AY OF 001 AT., IN BOOK, OF.1S_AT PAGE..'UNDER AUDITOR'S FEE NUMBER lliftikeitr7 r_._..AT THE REQUEST OF M.Aatikwe 1.44.1111, r' RECORDING FEE SURVEYOR'S CER TIFI CA TE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF MANKE LUMBER CO.,IN. Harry Arden P.LS 27'191E /. !nn DATE "' / / ! ? 2 13.6 AC.* 14, C3 CALL. A¢ 17 44'27' R= 1418.56 L= 439.23 co co 33 34 43 SEE DETAI S 89 J1'52' E 1311.17 PER S. T. CO,. `I/ \I ' I/ \I/ / sEE LAKE\I/ \I 11/ NOTE BELOW r 1638'17' R=1081.31 4 CALC L= 314.00 N 4620'24" E 0.69 S 89'47'18' E 970.89 A R ®O'0i'26 NOTE; THE PLATTED COMPOUND CURVE CONTAINED CALCULATION ERRORS. THE PLAT SEMI --TANGENTS WERE RECALCULATED AND HEW FOR CREATING PROPORTIONAL CURVE DATA. THIS RESULTED IN A SECTION OF TANGENT BETWEEN THE CURVES. LAKE NOTE: GOVERNMENT LOT 5 IS BORDERED BY MASON LAKE. THAT BOUNDARY IS NOT INCLUDED IN THIS SUR W.' THE EAST- WEST UNE OF SECTION 34 IS SHOWN FOR ORIENTATION OF THE EXC,PTED PARCELS MENTIONED IN THE DEED. SCALE: 1"=300 FEET 0 150 300 600 LEGEND Q FD IRON PIPE Y SET 5/8' REBAR W/PLAST1C CAP LS#2 7194. BASIS OF BEARINGS ASSUMED AS SHOWN ON THE NEST LINE SW 1/4 SEC.34. SURVEY STANDARDS THIS SAY CONIRORMS IV IRR IMAM! SURVEY STANDARDS AS PER WT'.A.C. SW-130•-000. EQUIPMENT / PROCEDURE W/EDM AND C AUB T'A�"TEEL TAPE HELD TRAVERSE. INDEX BL O CK ACM n aALSME 9826-ML `0,11'11111111111111111lllJllilllllllllll�/- AMU DATA Harry Ryd ell, P.L.S. 17022 South Vaughn Rd. K.P.N. Vaughn, Washington 98394 Office Telephone (253) 426-5538 SECTION NW1/4, SWI/4 SEC.34. SE7/4,SE1/4 SEC. 33 TOWNSHIP RANGE 22 2 NORTH 1 BOUNDARY SURVEY FOR MANKE LUMBER CO.,INC. DRAWN HR DATE FIELD BOOK 3-12-99 137 CHECKED HR ,KP SCALE 1 =300' ,lob NUMBER 9826 DEPUTY COUNTY AUDITOR 07.39, - '7 Ilfrll l l 111 li 111 l ltll 111 11 Il7n l l 111 �iii