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HomeMy WebLinkAboutSurvey Short Plat - SPI Plot / Site Plans - 4/1/1996 NOTHING CAN BE CONSTRUCTED, MAINTAINED, OR Sl-iFFER TO BE CONSTRUCTED OR MAINTAINED WITHIN 100' WARNING OF THE WATER SOURCE THAT COULD CONSTITUTE A POTENTIAL SOURCE OF CONTAMINATION, SUCH AS SEPTIC TANKS, DRAINFIELDS, SEWER LINES, UNDERGROUND STORAGE TANKS, BARNS, FEED STATIONS, ENCLOSURES FOR MAINTAINING _ _ _ _ _ _ _ _ _ 1) RESPONSIBILITY AND EXPENSE, FOR FOWL OR ANIMALS OR THEIR MANURE, LIQUID OR DRY CHEMICAL STORAGE, HERBICIDES, INSECTICIDES, HAZARDOUS - _ _ - - - - - - - BUILDING, IMPROVEMENTS OR MAINTENANCE OF WASTES, OR ACCUMULATIONS OF UNCONTAINERIZED GARBAGE. T RD'_ - A RPpR - _ _ ORSEMENT SERV G AND PIVAWITHINTE ROADS LTHI ADISN B TO THE LOTS, PARCELS OR TRACTS CONTAINED WITHIN THIS LAND SUBDIVISION HAVE BEEN CREATED WITHOUT pAYT"'� - DIVISION (UNLESS SUCH ROADS HAVE BEEN ESTABLISHING A POTABLE WATER SUPPLY. NO BUILDING PERMIT NECESSITATING POTABLE WATER WILL BE ISSUED , SRC 1 QZ _ _ ACCEPTED INTO THE COUNTY'S ROAD SYSTEM) WITHOUT FIRST SATISFYING POTABLE WATER REQUIREMENTS AS REQUIRED BY THE MASON COUNTY HEALTH SERVICES � ' j 1' _ - 80.00 SHALL REST WITH THE LOT OWNERS. DIRECTOR. 2) ANY FURTHER DIVISION OF LOTS WITHIN _ THIS SHORT SUBDIVISION SHALL BE SUBJECT BASIS OF BEARINGS H © 5TH STANDARD PARALLEL O J O TO THE REQUIREMENTS OF CHAPTER 16.36 OF MASON COUNTY R/W AS DESCRIBED i 3a S 8954'0l E 528s �34 35 S 89750'35" E MASON COUNTY CODE- 2 3 1354.72 1354.72 3 - - 207473 - � %3 2 3 DECLARATION OF SHORT SUBDIVISION FOUND BROKEN i ) D.N.R. CONCRETE IN INSTRUMENT RECORDED JULY 12, i I s 4 3 MONUMENT 1.39' 1978 UNDER AUDITOR FILE #347268 •h �I^ AUDITOR'S FILE # SOUTH OF CALCULATED "w 4) THE PROPOSED LOCATION OF SEPTIC "E x "I ohm �I° SYSTEMS ARE ADVISORY ONLY. WELLSITE POSITION (HELD FOR / / x "� al _ _ _ _ ALIGNMENT ONLY) / 1349996 ; 674.97 67a.97 2699.74 _ _ _ 9-69 - APPLICATION AND SEPTIC SITE INSPECTION MUST / C3 3I �� 3 BE APPLIED FOR PRIOR TO BUILDING PERMIT. z, Z� �3 NIg N$ DIRECTOR'S APPROVAL -� 7z / / \ 1342-55 71_ 8 67128 3 5 89'39'S9_E 5370.21 -3 2 B Z O �685-,1 O APPROVED FOR RECORDING PURSUANT TO of // MASON COUNTY TITLE 16.36 z FOUND 1/2" / / a �IP,ON PIPE // �I� •`/ // / I LOT 2 NI �- n ^IN DIRECTOR OF COMMUNITY DEVELOPMENT �I n n 4 12.42 ACRES 31" 8936.29• E _ _ Nor 3 3 DATE APPROVED 1337.27 3I 668.63 6b8.63 �� I SCALE: 1 "=100' I� � � a Z �Ie BIZ Iz AUDITOR 'S -ER TIF!CATE ��� .�� 0 50 7 00 200 // ' �` , P� OFFICE Ih N had SHOP I f I I C Z4,j 3 1332-04 1 566.02 I 666.07 3 2� FILED FOR RECORD THIS DAY OF- 7996 - / g 10- S 8932'46" W 2664.09 -�0 �- 5 89�9'r5"E 2674.74 -10 71 THIS VIEW N.T.S. AT-M. IN VOL. OF SHORT PLATS PG. / AT THE REQUEST OF SIDNEY G. BECHTOLT JR. /T A \�� ® NE COR. FOUND F.L.S. 2" ALUMINIUM CAP EXISTING SEPTIC \ / • 10" FLR N 66' E 6.67' F.L.S. TAG L1 • 16" FIR N 89' E 28. 11 ' F.L-S- TAG AUDITORS FILE NO. COUNTY AUDITC / / �Ca' // I • 30" FIR S 10• t 73.30' F.L.S. TAG I / 7/4 COR FOUND 3"X3.' CON MON BRASS PIN AGA�'� �� ��IR�'��1Y� �A DEc RI P TI`nay, • 18 S _ 73. ,S F.L TAG PP�FESSIONAL LAND SURVEYOR j - - " FIR �0' E 7 �L ' S 3'_ W 54. . NAIL 0, WASHER ----- ---- �I TEA T PORTION OF THE w /= OF HE rvE 1/4 OF THc i 1/4 • 8' PINE S 70' W 2 91 F.L.S. TAG A7_- / s SHELT�N W' 08584 THE W 1/2 OF THE SE '/4 OF THE NW '/4, ALL IN SE1"TIC% TOWNSHIP 20 NORTH- RANGE 4 WEST. W.M.. IN MASON (_OUNT` SE COR. FOUND 3/4' IP & TACK IN STUMP / x DRAWN By GATE JOB N( / I WASHINGTON LYING SOUTHEPL t C,F THE SOUTHER, r ROAD RIGHT- • 6 FIR S 80' E 43.40' TO NAIL E. JOHNSON 4- 1-96 95- ' / OF-WAY LINE OF DAYTON AIRPORT COUNTY ROAD. 5 • 24' FIR STUMP S 12' W 16.48 TO NAIL / N • 5" PINE N 48' W 80.80' TO NAIL c' - CHECKED B1 SCALE SHE a) I - � T� S.G.B. JR. 1"=100 1 OF zI I J ALSO, EXCEPTING THEREFROM THE SOUTH 455. 78 FEET OF THE � DO S 1/4 CORNER FOUND S. T.CO. BRASS CAP & 1 IRON PIPE 1 NE TABLE WEST 112 OF THE NE 114 OF THE SW 114 OF SECTION 3, TOWN- • 9" FIR N 62' E 75.50' TO NAIL SURVE '1 ORS C I ERT: rICATE N0. BEARING DISTANCE I -1 C) SHIP 20 NORTH, RANGE 4 WEST. W.M., IN MASON 1-OUNTY, WA. Z • 6" FIR S 01' W 2-87' TO NAIL I L l N 85 30 '5 2' E 60 . 28 c z 14" FIR STUMP N 72' W 11,92 92 TO NAIL L2 N 52 '45 '31 " E 61 81 1 +� p THIS MAP CORRECTLY REPRESENTS A SURVEY AND .ALSO EXCEPTING A TRACT OF LAND IN THE WEST 1/2 OF L3 N 32 '26 '26" E 67. 84 �I THE NE 114 OF THE SW 1 4 OF SECTION 3 TOWNSHIP 20 NO.RT MADE BY ME OR UNDER MY DIRECTION IN / / EO SW COP. FND 3/4" ALUMINUM PIPE AND TACK L 4 N 29 '43 ' 18" E 75 08 _ I� z 0 - CONFORMANCE WITH THE REQUIREMENTS OF THE RANGE 4 WEST, W.M., IN MASON COUNTY, WASHINGTON. DESCR E-_ • 7" FIR N 88• E 5.24' TO NAIL L5 N 04 '37 '48" E 51 . 54 0 o AS FOLLOWS: • 6" FIR S 45' E 9. 10' TO NAIL SURVEY RECORDING ACT AT THE REQUEST OF L 6 N 34 'S2 'S5" W 45 . 99 nl • 7" FIR STUMP S 8• E 18. 75 TO NAIL FRI TZ HOYT IN MARCH 1996. L 7 N 48 '45 '04" W 44 . 44 0l c COMMENCING AT THE SW 1/4 OF SAID WEST 1/2 OF Tr E NE 7/4 • 5" FIR S 70' W 10.57 TO NAIL Z ^ OF THE SW 1/4, THENCE NOPTHERLI ALONG THE WEST -INE • 13" FIR N 25' W 4.57 TO NAIL THEREOF, 455. 78 FEET THE POINT OF BEGINNING _)c rHE TPA '_' SIDNEY G. BECHTOLT JR. P.L-S. #28=37 I OF LAND HEREBY DESCRIBED, THEN_c CONTINUE rdOPT,=- ALONG W 1/4 COP FOUND 1/2" IP IN RD CURVE TABL E WEST LINE, 566 41 FEET TO THE SC_ THERLY RIGHT- - WA LINE - • 78" FIR S 22' W 64.84' TO NAIL S. T.CO. TAG G g N0. DELTA RADIUS LENGTH DAYTON-AIRPORT (--')UNT• PC'-ID NC 990,, THENCE Nt • 8" FIR S 61' W 5 ,_3.02 TO NAIL S. T 0 TAG ALONG SAID SOUTHERL r RIGHT-OF- AAY" LINE 10 ' rEET THENCE • 6" FIR STUMP N 48' W 7 D.32' TO NAIL S. T.CC' rA,_ C 1 48 '48 ' 19" 1150 . 00 9 79 . 58 SOUTHEPL�, PARALLEL WITH SAID WE>T 'LINE OF `HE v; 1= C2 00 '48 ' 12" 1 1 10 - 00 75 - 56 1 NE 1/4 OF THE SW 1/4, TC1 THE r :,�'TH LINE OF THE _GUTF' 45= - (G) NW COR. FOUND 4"X4" DNR CON MC'N C3 19 '25 ' 18" 1 1 10 . 00 3 76 . 26 I _ FEET THEREOF; THENCE WESTERL 4L'DNG SAID ': FTC' _INE 1= BROKE & BENT HELD FOR ALIGNMENT ONL r o I ISOUTH 455. 78 FEET, TO THE �'OINT ._)F BEGINNING °� 28237 19.82 R) SW SECTION CORNER SEC. 34, T27N R'4W, W M., ss �e�/s1ER`�� LEGEND I FOUND S. T.CO. BRASS CAP & I" IR1.1N PIPE f�A' o \ ALA • =5/8" REBAR W/PLASTIC I 75 • 5" FIR N 50' E 10 20' TO S. r O- TAG EXPtRF� 6%21 ss I CAP SET LS ##28237 � - - � N 89'S6' " E `93 �� . 14" FIR S 65' W 38.40' � =FOUND IRON PIPE S. T_CO- TAG O ® =SOIL LOG loo - T Via'= - _"� UBDI VISION (PU GLE' I • 24" FIR STUMP N 43' W 7._.� TO _ CJ 1 !� =FOUND MONUMENT AS NOTED I� �I O N 1/4 1 T2C,r;OR. SEC. CORNER SEC 3, Q =EXISTING WELL r CALCULATED POSITION ON 5TH STANDAk_. =y-- - _ °ARCEL ##42003-31-00020 I I x =EXISTING FENCE SHORT PLAT T O =FOUND 5/8" REBAR O SE CORNER SEC. 34, T27N. R4W, W.M., W/PLASTIC CAP LS ##15653 _ _ _ N 8_9'56'29' w �.63 FOUND 7-1/2" IRON PIPE BURIED IN C�-� _VAS - = FOR ED =CALCULATED POSITION • S. T.CO. BRASS CAP N 89.54'0` " W 528-, FRITZ HOYT FOUND 3/4" • FLS 2" ALUMINUM CAP S 89'5L_ '35" E 7- 1 IN,ALUMINUM PIPE a • ALS TRAVERSE B&C S 67'49'58 E 5 - T =0UND S T.CO. T L HE NE 1/4 F THE SW" 1/4 oRASS CAP &� E4-)U1 PMEN 1 _ _ IRON PIPE ANC THE • - - l� t332.04 - - - - - - - - - 666.02 - -- - - - _� -66_6 02 EQUIPMENT: AN' SE 1/4 OF TH NW 1/4 9 ,0 PROCEDURE. FIELL �� -E_ ,11�N -5, ��C'ti Row, w.M