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HomeMy WebLinkAboutTED4002193.2CONTAINER COR RATION OF AMERICA • 60' WIDE NONBUILDA13LE AREA 81 EMERGENCY ACCESS EASEMENT PER K.C.R.N. 90062814 30 F. EL. = 25.70 /EPARATOR CB T.E. = 22.25 2� I.E.=13.95 BLDG. F.F. EL. = 25.68 IL .2 14.77 6" SS = a3 A/C 2\ �\ A/C 2\ 0 0 , Ii 2 \ \ S 01 140 E 3 72. 90 S 04 58 7 E SSMH 2 DI T 2ifFM T.E. = 21.60 O 4 FM 4 FM . " _ R T ._ I „.................Cg.........._...10..W................................ -- -PANE Box oN c.s. I -- -- - - K. N. 9006281428 WV WV 10"W SS a UT) SE_ MEN CI.R ------------- -J.E.= 20.82--------------- ------=------ -,21r W -- $ FH 12r�W--12IW i \ I.E. = 10. 18 2 �' 2 I _• W M H -----,--------------�S�----- ---- -- - --- --- - ---- _ ----- - - -T.E = 92 2------- F- \0 \\ S'S K. -J \ A / C T. E . = 97 �-APr MATE LOCATION 2 G ---- ---65 --- E _ \ EXIST. 15WATERLINEEASEMENT \ _ PER K.C.R.N.900628 35 OF 1-4"EMPTY ELECTRICAL 2 t3TZ.�a 1 / �/ZO • CONDUIT PER RECORD DWG, BURIED FOR FUTURE FEED - t`2 �4 1 (-P TO NEW BUILDING.) I I �� r- / Z `Zp 6 \ 2 uj w I I / 22 2 CONC . J 20 - 2 ,\ uWi iD o I / •9 ��T \ \9 CN cc cl W Oco Nuj I . Q I I v� �o c� V6 Ncc 0 ' cc i cva GAS METER 2OD �1 ; 6 .� 1'n 8 \ \ A H I' V(c A9\�\(\\� \\•i Vi�'PO E i\IT. 13.29 I.E.- 11. 1067 I2::) fOI.E. .20 180 9a AA 12 �v c` \6 O e \ $ \ p9 6 25 \\ . _ ��2moo\ 22 ' APPROVED ?IrAro Rev i� vs'" BY •9kM�cVDATE 2 qs g j0_� \\ .\ \\ �\ �•0\ \ END OF PIPE NOT FOUND IN FIELD A �� \ '\ (POSSIBLY BURIED)�•rO� 6 \� 9\ w V` >- \ 0� t�• - .� \ w Z J OIL / WATER SEPARATOR 6 \ 0 \ a / / 29 •\ , \507 I I.E. = 19.67 (18") 0 05 \\ � / `I \ I2 � CD NTn Q I FAQ .( \6\NPIP \ \ 3• 1 ♦ \ \ Z 0 Jf I �� ?� /4F tiT sx0 W 3 I = _ . - rn \ �OTAL AREA= 220,439 SO. FT. _ 5.06 CRES J N ! Q� o FT\ �� \- - RE m - <q \ WETLAND AREA 77,750 SQ ��- 1.78 A� S LLJ 0ro cn I ocn PROPOSED PARCEL LINE 0000 \\ �, 6 VERT. PIPE T.E. = 17. 9 I .E. = 15.4 (6") 0 ' \I \ \� �� 2 �`� IIo I BOT. = 13. 1 - - \ I- (mow \ 0 - 16 - 9 w\ • --- ---- - f- \ \ \ --�Li - --- '�--_ R \ _ CL BRK - �- 12-_ - -_ TO10 - V Atea j v \ \ �` • �. / ��� �_�.. LINE OF WETLANDS 3 3I - w �6 I M_ -J o \ U) 4J 9 0 I vw 15' WATERLINE EASEMENT PER REC. NOS. 9106060995 89006281435 is o \O ' \O . O / • I \O � / ACCESS EASEMENT FOR WETLANDS INSPECTION 6,� , �, OVER UNIMPROVED AREAS PER K.C.R.N. 9006210681 1000-1 ro 3 < �• g.6 6 / \\• I\O WETLAND EASEMENT PER K.C.R.N. 9006281437 / r I \0 NZ GAS METER 2GJ �'l SEWER EASEMENT THIS AREA \O PER K.C.R.N. 8605020840 LEGEND: A/C CB 3'C.L.F. 6" C.R.W. 10" E.C.C. FH SD SS SSMH W WMH WV ASPHALTIC/CONCRETE CATCH BASIN CHAIN LINE FENCE CONC. RETAINING WALL EXTRUDED CONC. CURB FIRE HYDRANT STORM DRAIN SANITARY SEWER SANITARY SEWER MANHOLE WATER MAIN WATER MANHOLE WATER VALVE I 3 --Z-93 •�'. `T i i:. r . 28072 .� EXPIRES 04 16' 93 xs ST aA2 nLTR _ _ _______FOSTER F - Ns 1aarli A HS sr FS 4w ST �WL f�FOSTER 1d< y FAQ/ GOLF LA CF�'"�R_� Sr- - -'f� s sEWill qy I W [v ,UCTNST SITE iaa �s g s, ROR1 r s' ('TON = ST S BOTH ST S IS1ST S I�Isr sr ST HQRNDYK r S� ISBTN �r M Tr§�- CRYSTA�° C�f57YlEY e� r;' RA J pC S lb sT .,� . IC S UT '.ST f Lis S I49TW S F5 : '` 1 ` r-•- �E N T 0 N s rh v SIST 5 S 152ND ST Q - 3 S 12RD 's ST.. u SppTyCENT�R � g`vo �.� � s f dU,C4f' m a.CT jUKWI�q P s 1serM sri ...C. Fk GRECA I SOUThCENTER VICINITY MAP Q SITE NOTES HORIZONTAL DATUM: BEARINGS ARE BASED ON THE CENTERLINE OF OAKESDALE AVENUE SOUTH- WEST WHICH BEARS NORTH 88'03'09" EAST. VERTICAL DATUM: ELEVATIONS ARE BASED ON U.S.C. & G.S. DATUM USING TOP OF BRASS DISC ,#J 384 WHICH IS 1.1' SOUTHEAST OF NORTHWEST END OF CURB AT NORTHEASTERLY CORNER OF CONCRETE BRIDGE OVER THE BLACK RIVER ON MONSTER ROAD, ELEVATION = 32.27 SUBSTRUCTURES: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. TITLE REPORT REFERENCE THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 192670-0, DATED OCTOBER 30, 1990. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. DESCRIPTION THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 24; THENCE NORTH 87026148/1 WEST, ALONG THE NORTH LINE THEREOF 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 3, CHA- RLES MONSTER ROAD SOUTHWEST ALSO KNOWN AS STEEL HILL ROAD NOW VACATED; THENCE SOUTH 32012133/1 EAST, ALONG SAID WESTERLY MARGIN 85.47 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET; THENCE SOUTH 01024'51" EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88035109" WEST 436.55 FEET; THENCE SOUTH 02033112" WEST 115.03 FEET; THENCE SOUTH 70005134" WEST 95.47 FEET; THENCE SOUTH 88037117" WEST 105.38 FEET; THENCE NORTH 1022'40" WEST 179.50 FEET TO THE CENTERLINE OF AN EASEMENT FOR RAILROAD SPUR LINE AS CONVEYED TO THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY BY DEED RECORDED UNDER RECORDING NO. 5331102, IN KING COUNTY, WASHINGTON, AND THE TRUE POINT OF BEGINNING; THENCE NORTH 1'22140" WEST 258.40 FEET; THENCE SOUTH 88003'08" WEST 283.40 FEET; THENCE SOUTH 54028110/1 WEST 482.84 FEET TO THE CENTERLINE OF SAID RAILROAD SPUR LINE EASEMENT; THENCE SOUTH 27009157/1 EAST ALONG SAID CENTERLINE 22.44 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 365.32 FEET, AND ALONG THE CENTERLINE OF SAID RAILROAD SPUR LINE EASEMENT 857.54 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES ACROSS THAT PORTION OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 1, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND THE SOUTHWEST QUARTER AND GOVERNMENT LOT 6, SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIP AND RANGE; THENCE NORTH 87026148/1 WEST ALONG THE NORTH LINE OF SAID NORTH- WEST QUARTER 1,214.00 FEET TO THE WESTERLY MARGIN OF COUNTY ROAD NO. 8, CHARLES MONSTER ROAD SOUTHWEST AND NOW KNOWN AS STEEL HILL ROAD; THENCE SOUTH 32029151/1 EAST ALONG SAID WESTERLY MARGIN 85.34 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 256.48 FEET AND ALONG SAID WESTERLY MARGIN 139.14 FEET; THENCE SOUTH 1024/511 EAST ALONG SAID WESTERLY MARGIN 268.00 FEET; THENCE SOUTH 88035109/1 WEST 436.55 FEET; THENCE SOUTH 02033'12" WEST 115.03 FEET; THENCE SOUTH 70005134/1 WEST 95.47 FEET; THENCE SOUTH 88037117/1 WEST 90.38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 1022140" WEST 888.05 FEET TO THE SOUTHERLY MARGIN OF OAKESDALE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 8702100643, IN KING COUNTY, WASHINGTON; THENCE SOUTH 88*0212811 WEST ALONG SAID SOUTHERLY MARGIN 30.00 FEET; THENCE SOUTH 01'22140" EAST 470.00 FEET; THENCE SOUTH 29035110/1 WEST 29.15 FEET; THENCE SOUTH 01022'40" EAST 40.00 FEET; THENCE SOUTH 20025'25" WEST 26.92 FEET; THENCE SOUTH 01022140/1 EAST 40.00 FEET; THENCE SOUTH 29035110/1 WEST 29.15 FEET; THENCE SOUTH 01022'40" EAST 72.00 FEET; THENCE NORTH 88037120/1 EAST 39.99 FEET; THENCE SOUTH 01022140" EAST 190.76 FEET; THENCE NORTH 88037'17" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN THE MAIN TRACT ABOVE. R=6?ml 9 502 BRH REF. NO. 92315.00 (V CD ZQ rn Ali O Lij LiLij W Z' Iz T� UZ Q ark n J Q LJ W Wz Oz cr W w .�. y J w Q a: u) U o Z_ D � cO rn CV Qmo im m®I Za .,ate' OI cc O a cn � W' V UJ > Aa Z O0 c0 c . cn ♦� Z �Z LLJ o 3 u W CL > Y O m F" W L J o , O a Y it ~ W o U (riz Z Q W j J W 0. 051 . �F A.Nv u� .�f i •Ef' P� KJY JJM C� Al f ,')A rF 1" = 30' 12/31/92 iOR NO 92141.02 b C" � C Can - � a - �`nC -7 N � YC� C z� z> 2 w CO,-z/y'�oz SNEE- C6 6