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HomeMy WebLinkAbout9305120718 EASEMENT 051293L l.lr 11 1J.._ ~.r ,.v.. r.. . RASEMENT (COR~ORATE FORM) ll/3 For and in consideration of the sum of one dollar ($1.00) and other good and valuable consideration, receipt of which is hereby acknowledged, and C for benefits to be derived by the Grantor herein, Grantor, William E. Ruth, "v Jerry Prouty, Janet R. Prouty_ , hereby conveys and warrants to the City of Auburn, Grantee herein; a municipal Corporation of the State of Washington, its successors and assigns, a perpetual Nonexclusive Easement under, over, through and across the following described real property for the purpose of laying, maintaining,-and installing AND APPURTENANCES THEREOF, Bald real property being described as follows: The West 15 feet of Lot 9 and the North 15' of Lot 19 of the Plat of Mulberry:Lane, Recorded in Vol. 162 of Plats, Pages 76 and 77 under Recording No. 9212151433, King County, Washington. Said Grantee shall have the absolute right, at times as may be necessary, for immediate entry upon said Easement for the purpose of maintenance, construction, repair or reconstruction of the above improvements without incurring any legal obligation or liability therefore. . Said Grantee shall have the absolute right to place any type of driving surface within said Easement deemed necessary by the Grantee. 00 0 Ctit r-i O said Grantor shall not in any way block, restrict or impede access and egress to or from said Easement, and/or in any way block, restrict or impede full use of the real property within the above-described Easement by said Grantee for thhe above-described purposes. Said Grantor may fence across said Easement and/or along the boundaries of said Easement provided;", that a gate is constructed in said fence. Said gate shall be of sufficient length and location to allow the Grantee full use of, and access and egress to and from the real property within the above-described Easement. If said gate is to be locked, keys shall be provided to the Grantee. This Easement shall be a covenant running with the above-described real property and shall be binding on the successors, heirs and assigns of all parties hereto. IN WITNESS WHEREOF, said corporation has executed by its property officers qnd its affixed this 21 day of December, 1992 Accepted by: City of Auburn GRANTEE, Caused this instrument to be corporate seal to be hereunto $Y Dated this 21 day of December 19 9~ STATE OF WASHINGTON), (SEAL) )ss COUNTY OF KING ) (SEAL) ri O n thr~i s 21 day o f December 19 9? before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared William E. Ruth, Jerry Prouty and Janet R. Prouty 6 to me known to be the individual described in and who executed the foregoing instrument, and acknowl to me that t he Y signed and sealed this said instrument as t fr and voluntary act and deed for the uses and purposes ther mentione under , cial s.1•,;thi•s ,21 of, December "1g 92 r„mot.,,, . C -tart', .u _lic n n for t e State of Was - i g -on, residi ng a Renton: 4,,.:, 1332-33A EXCI TAXNOTQEOUIRED C r s Dwision By Deputy A0 • FILED q Record a Request of lddress.~• . r 77 Oversize document to be inserted here - VOL /PG. N. 1 /4 CDR MULBERRY LANE SEC. 8- 2211- -5 • N 8929'44' E 5 ' 7 7•-I _ BASIS Sec. F O BEARINGS j~ -8 Twp.-21-N -Rge -5-E --W M ?632.79 - - 4 N. E. CORNER ~ 19 1.9 NORTH LINE, N .E 1/4, SEC. 8-21-5 . . . p 6 60.82' g SEC. 8-21-5 1 King County, Washington of .1 m C.D. HILLMAN'S AUBURNDALE ADDITION TO CITY OF" SEATTLE D VOL.1 3/62 IVISION NO 1 ao 00 N 89 45'15" E 8 629.94' . 109.86' ' ' 115.09' 55.00' 30.00' 123.00' 115.00' 34.00' 30' i 1 24 24 _ p O o 1 0 -4 p $ w C 0 ^ 8 I A 34 22 0+ 0 M 21 N I SEE NOTE No. 4 m 1►. p ! N 89'45'15" E ' ~ tih ~ry 33 o ^ ,PO. 110.32 SEE NOTE No. 23 ~P A _0L O C12 R) l J 2 20 C13 E 1 SEE NOTES No. 3 o 2 8 I 66 ~0 99 C27 ' C28 I a C14 1A 1-,b w R 46 R, " E l N " E ' ' r%. " ° N 78J1'O6, C26 N' R C29 N 7g2(i51 0 22 14 N 89 45 15 ' ' " ` o 107 9 ' . 11 ro 7 ' N 45 15 89 E N N 32 ° . 6 -SBL g ' a 1 110. 9 b 40.00' ° ;0 r D C15 SEE NOTE No 4 8 N 8947'40" ' W 2 S C30 - - 15' WATER 8 o ~ C\j O P N .71 Z 24 c25 STD. KI G6 00 EASEMENT ~ I N I 0 3 8 A X30,7 8 MON. IN CASE 19 n C16 111 1 R , , p SET - TYP SEE NOTE No. 3 co O U o° I . 6 9L N F C24 N 89'47'55" E I N 89'45'15' E A N C17 Z 1 ti C23 C ' 105.00 to N 111.25' C18 MIN. FIN. FL. ELEV.. 416.0 O .1 magi s 7 59 9 s o~ss. Z I v I 1 M e ~o 31 n ~.s~ N ~ 25 d c 18 °O ° M MERIDIAN j1 ASSUMED 01 o O N p ° SEE NOTE No. 4 e a ~ 20 20' 0 n SEE NOTE No. 3 ° r l ` 4 I w n COt SEE 30 No. 4 E 510" N N 89'47'55" E 156.99' ° 1 N 89'47'55" E ci ; I - - N 89'45'15" E ' ~ 46.99' N 78 3 00 110.00' 8 w 105.00 10 Ej z 113.98 C19 A 65. 0 8 ° ~ 0 8 o p 11 0 y9h 0p o y. ~ 0 26 0 w ' V 0 17 3 n n SEE NOTE No W z N (0 p 5 C02 ' 9 . g A N ' . " N `Ci . N 89'47'55" E I Z ~O r sw w 29 a N 89 47 55 E ' ~y N w 0 N 89'19'37" W ~ 28 110.00' p ° 105.00 N = to 139.28' .aJ S' N z m - z ~ °o ° O Li O C03 ~a C20 0 o a 27 ' ' 46 a 16 MIN. FIN. FL ELEV. - 411.50 O 1 20 20 SEE NOTE No 3 Q z R i 60 p O SEE NOTE No. 4 C04 ~3 R00' C21 52 97' _,0 C22 18' x5 C31 C32 55 00' O n P ~ . . 7 . . 81 - 'Z N N 88'57'24" W R ' 1h1 ~ Q ~S~0,~Ca2g04 t a N ' t w z 114.11 P > \ 18N 80 3 - ' 03: Sr ~8 ' ' - _ 155.00 _ ' o y 47 55 E 9 8 337.81 i N MIN. FIN. FL ELEV. - 41 1.0 0 41 C09 CIO S. E. 307th PL N 0° I 00 n 7 0, • 50'R C08 C11 16.8 70.00' 80.00' 70.00' 45.57' z SEE NOTE No. 4 6 -7 06 1 • ' C33 I N 89'47'55" E O „0 0 / C07 y MIN. FIN. FL Z Z z 2 Z g d 116.33' 2 / ' F m a ELEv. - 409.75 NS 10 8 8 SEE NOTE No 3 N 0D 1 • n MIN. FIN. FL. ELEV - 410.70, mi e 3> SEE NOTE N N O ° 11 U N d 12 g N N o 13 N N 14 8 . N 6 15 N U ` '°°MIN. FIN. FL ELEV. - 411. 00;,// p y4 9 1~1 O O + NO. 4 V ' MIN. FIN. FL N MIN. FIN. FL. Vi MIN. FIN. FL V. MIN. FIN FL V+ MIN FIN FL Oi p 8 yj i~0 Ol SEE NOTE No. 4 ELEV. .409.50 ELEV. -409.20 ELEV. -409,40 EL EV. - 408.50 . . . ELEV. - 408.50 O Y SEE NOTE No. 4 / 15' WATER y I - _ 111.25' EASEMENT 110.00' 48.00' 70.00' 70.00' 80.00' 70.00' 70.00' 30' 1• N 894755 E 629.25 C / CO c C. D. HILLM AN'S AUBURNDALE ADDITION TOACITY OF SEATTLE VOL.13/62 DIVISION NO 1 C O 8 ~1969.66'~! - - - - 657.51' - - - - - - - . - - - E. 1 /4 CDR N 89'49'09" E SOUTH LINE, N.E. 1/4 SEC. 8-21-5 2627.17' - SEC. 8-21-5 C ENTER SEC. 8-21 -5 SECTION CORNER INLEX GRAPHIC SCALE SCALE (D _ CON MON. 5 3-I BRASS DISK/DEC 1989 m o to 50 100 CUR FOUND VE DATA TABLE DEC. 1989 MIC/2' 9RASS DISC/JUN 0 CONC MIC/FOUND DEC 1989 E 1990 1 Inch - 50 fL NOTES 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE APPROVED PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P1735 A-D ON FILE WITH KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION (BALD). THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL INDIVIDUAL LOT INFILTRATION SYSTEMS, WHERE PERMITTED, SHALL BE CONSTRUCTED AT THE TIME OF BUILDING PERMIT AND SHALL COMPLY WITH SAID PLANS ON FILE WITH BALD. UNLESS OTHERWISE APPROVED BY ENGINEERING RENEW, KING COUNTY BALD. OR IT'S SUCCESSOR AGENCY. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. 2. NO LOTS ARE APPROVED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS. 3. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 116th. AVE. S.E. FROM THOSE LOTS WHICH ABUT IT. 4. THE PLANTER ISLANDS WITHIN THE EYEBROWS SHALL BE MAINTAINED THE OWNERS OF LOTS 6 THROUGH 10 AND LOTS 30 THROUGH 34, RESPECTIVELY. 5. FIELD DATA FOR THIS PLAT WAS OBTAINED BY DIRECT FIELD MEASUREMENTS, ANGULAR AND LINEAR RELATIONSHIPS WERE MEASURED WITH A FIVE SECOND TOTAL STATION SUPPLEMENTED WITH A STEEL TAPE. 6. DATUM: K.C.A.S. BENCH MARK: S.W. LOWER FLANGE BOLT / FIRE HYDRANT / APPROX. 70 FT. E. OF CL INTR. S.E. 304th ST. t 118th AVE. S E. ELEVATION: 430.57 , CURVE LOT RADIUS LENGTH DELTA C01 4 209 DO 30 76 08'25 57 C02 5 209.00 76.81 21'03 23 C03 6 25.00 35 58 81'3311 C04 6 50.00 44.31 50-46-30- C05 7 50.00 40 69 46'37'46- C06 8 50.00 20 58 23.34'41 C07 9 50.00 37 54 43'01"17' C08 10 50 00 31 33 35'54 23 C09 10 25 00 35 58 8133 11 C10 10 209.00 32.62 08'56 29 C11 11 209700 53 70 14'43 16 C12 34 25.00 36 26 8306 28 C13 34 50. 00 23.34 7T6 '45Ot C14 33 50.00 28 9 33'06 49 C15 32 50.00 36.74 42'0615 CIO 31 50.00 32.99 37'48 00 C17 30 50 00 23.08 2626 52 CIO 30 25 00 36 26 83`06 28 C19 30 16100 84 86 3011'53 C20 29 161.00 118.00 41'59 35 C21 28 161 00 49.92 17'45 53 C22 27 25 DO 39 09 89-35'35- C23 25 25 DO 32 50 74'28 41 C24 25 46. DO 35 09 ' Z3' 4236 C25 24 46.00 33.76 42`02-39 C26 23 46.00 32.47 4026 57 C27 22 46.00 31 33 39'01 08 C28 21 46.00 29.11 36'15 52 C29 20 46.00 30 62 38-0759 C30 19 46.00 11.93 14-5129- C31 16 25.00 39.45 9074'25 C32 16 25.00' 1 39.09 89'35 35 C33 15 25.00 39.45 9024 25 CONC. MIC/JUNE 1990 03 STD. KING CO. MON. W CASE g HUB & TACK AT SAME POSITION AS FND. OCT 92 PREVIOUSLY FOUND REBAR k CAP 4Q THEORETICAL POSITION JUNE 1990 SUBDIVISION OF. SEC. 8, T-21 N, R-5E, W.M. Q N 89.30'47' E© N 892944 E O N 81316.58'" E 11 a929'54 . E 2633.15' W 2632.79 N 8929'44" E 2632.79' W MON. IN CASE (AXLE) N O PROXIMAL TO THE N.1 rn X010 SEE DETAIL N COR., N.E. 1/4, N E. g N 8 11 W W H w FND. DEC.'89 ,(HELD) nlm tWzN RIGHT Ie 1/4, SEC. 8-21-5 z •O O N 89'49'49'09' E 2598.27. 1 P ~ b N$ z to N N 895955'25" W N 89'49'09' E N 89'49'09 E 2564.70 ® 2642 8 © 8 1314 45 131272 DETAIL E. CH,IS 141~I9L NO SCALE P+~ O( WASAS l f ' yo T C. A., INC. N ~ c SUR1'EYORS - ENGINEERS t p 10359 0 A. DEVELOPMENT CONSULTANTS ; pA~~ /S1[RE SJQ 409 S. 3rd AVE.. SUITE "A" ~ LAND KENT, WASHINGTON 98032-5898 B. A. L D. FILE No. S89POO24 SHEET 2 OF 2 ERaIRES 9 MAY 94 (206) 854-204,3 FAX 854-2053 vme