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HomeMy WebLinkAboutLarge Format- - --- -- - - -_ 1 of 2 TOPOGRAPHIC SURVEY SOUTHPORT U? LL_ W uf X U � SITE NOTES 17. DESCRIPTION: PARCEL C: 9. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, 3 e'" PARCEL A: A TRIANGULAR TRACT OF LAND LYING IN THE NORTHWEST QUARTER OF IN DOCUMENT: E=2 8(4'PVC) 03 1f ZONING: THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION 8, TOWNSHIP 23 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, BETWEEN: PUGET SOUND POWER & LIGHT SITE IS ZONED "IH" (INDUSTRIAL HEAVY) NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND ALL OF WASHINGTON, INCLUDING WITHIN THIS TRACT CERTAIN PORTIONS OF LAKE COMPANY, A CORPORATION RECORDED: JULY 26, 1984 ✓TREE DRIPLINE SAND THOSE PORTIONS OF LAKE WASHINGTON SHORE LANDS FRONTING THEREON, WASHINGTON SHORE LANDS AS SHOWN ON SHEETS 3 AND 4 OF THE MAP AND: PACIFIC COAST R.R. CO., A RECORDING NO.: 8407260401 i ZONING AGENCY: ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NO. CORPORATION IN FAVOR OF: CITY OF RENTON, A MUNICIPAL ^13 PARK ( CITY OF RENTON 156371, MORE PARTICULARLY DESCRIBED AS FOLLOWS: DATED: OCTOBER 9, 1941 CORPORATION ''i' BENCH DEVELOPMENT SERVICES BEGINNING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SECTION 8, RECORDED: NOVEMBER 18, 1941 FOR: MAINTENANCE, TESTING AND ,D „ 1055 SOUTH GRADY WAY TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., SAID POINT BEING THE COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, IN SAID RECORDING NO.: 3204562 INSPECTION OF A FIRE MAIN WITH ,ti. RENTON, WA 98055 NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8; SECTION 8; PURPOSE: A SPUR TRACK THE NECESSARY APPURTENANCES `:` ,6.d' ea> `+, (425) 430-7200 THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 1 AND ALONG SUCH THENCE NORTH 88 51'05' WEST ALONG THE NORTH LINE OF SAID LOT 1, AFFECTS: REFER TO SAID INSTRUMENT FOR YL#- °°;,' `I}yl LINE PRODUCED WESTERLY 955.21 FEET, MORE OR LESS, TO AN AND ALONG THE WESTERLY PRODUCTION OF SAID LINE, A DISTANCE OF 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: THE EXACT LOCATION 19".C' _ � -P 11 ggNp SETBACKS: INTERSECTION WITH THE WESTERLY MARGIN OF THE RIGHT-OF-WAY OF THE 960.01 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE 6 CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. NORTHERN PACIFIC RAILWAY COMPANYS LAKE WASHINGTON LINE, THIS ABANDONED BURLINGTON NORTHERN RAILWAY (NORTHERN PACIFIC RAILWAY BETWEEN: PUGET SOUND POWER & LIGHT 18. ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL ° 12 C. swl `� i, CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING BEING THE TRUE POINT OF BEGINNING; COMPANY) RIGHT-OF-WAY; COMPANY, A MASSACHUSETTS BOUNDARIES OF SAID LAKE WASHINGTON. + DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENT'S. THENCE SOUTHWESTERLY ALONG SAID MARGIN OF SAID RIGHT-OF-WAY 1827 THENCE CONTINUING NORTH 88*51*05" WEST ALONG SAID WESTERLY CORPORAl10N PARK ONCRETE FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE SOUTHWESTERLY PRODUCTION, 761.39 FEET, MORE OR LESS, TO AN EXISTING CONCRETE AND: NORTHERN PACIFIC RAILWAY 19. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF S C` h, '- BENCH FLOOD ZONE: BOUNDARY OF TRACT NO. 6 OF LAKE WASHINGTON SHORE LANDS AS SHOWN MONUMENT, SAID MONUMENT BEING AN ANGLE POINT ON THE NORTHERLY COMPANY, A WISCONSIN ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH MAY LIE BELOW A o -., THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY ON SHEET NO. 3 OF MAP PREPARED BY LIDO HESSE AND FILE IN CAUSE NO. LINE OF THE SHUFFLETON STEAM PLANT PROPERTY; CORPORATION AND THE PACIFIC THE LINE OF ORDINARY HIGH WATER OF LAKE WASHINGTON. �• o 16, 1995 COMMUNITY PANEL NO. 53033CO664F, AND IS SITUATED IN ZONE 156371 IN THE SUPERIOR COURT OF KING COUNTY ENTITLE SEATTLE THENCE NORTH 43.06'56" WEST ALONG SAID NORTHERLY PROPERTY LINE, COAST R.R. CO., A WASHINGTON 4, "X", AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. FACTORY SITES COMPANY, ET AL VS. ANNIE J. ADAMS, ET AL �j, 'd6�D` ., �Jh iti SAND 680.06 FEET, MORE OR LESS, TO THE INNER HARBOR LINE OF LAKE CORPORATION 20. RIGHT OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL ;°M1 THENCE NORTH 33'11'40.4" WEST ALONG SAID SOUTHWESTERLY BOUNDARY WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE of WASHINGTON; DATED: NOVEMBER 9, 1943 THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE , HORIZONTAL DATUM: OF TRACT NO. 6, 1374.54 FEET, MORE OR LESS, TO THE INNER HARBOR THENCE SOUTH 46*52*27" ,NEST ALONG SAID INNER HARBOR LINE, RECORDED: DECEMBER 2, 1943 PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY l�. ~'�; { �' BASED ON CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-176-LLA LINE OF LAKE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF 607.89 FEET; RECORDING NO.: 3352228 PURPOSES, INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, WASHINGTON; THENCE WITHIN SAID SHORE LANDS SOUTH 43'06.56" EAST, 717.73 PURPOSE: RAILROAD TRACKS BATHING, SWIMMING, WATER SKIING AND OTHER RELATED \ if )6"D• <' \ ao ,' VERTICAL DATUM: THENCE NORTH 45.45' EAST ALONG SAID INNER HARBOR LINE 975 FEET; FEET; RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE \� SAND >, ' o BASED ON CITY OF RENTON DATUM. THENCE SOUTH 44'15' EAST 680 FEET, MORE OR LESS, TO A POINT ON THENCE SOUTH 14'36'26" EAST, 741.50 FEET TO A POINT ON THE 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: TIDELANDS, SHORELANDS, OR ADJOINING UPLANDS AND WHETHER THE ZEE DRIP ` `'', ` PARK ` titi -„1 \ ! , ti CITY BENCHMARK NO. 2118 - 3 1/2- BRASS DISK STAMPED "CITY OF THE NORTH LINE OF GOVERNMENT LOT 1, PRODUCED; NORTHWESTERLY MARGIN OF SAID ABANDONED BURLINGTON NORTHERLY LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY \, a RENTON BM" IN THE S.E. CORNER OF CONIC. BASE OF SOUTHERLY LEG OF THENCE EASTERLY 765.50 FEET, MORE OR LESS, ALONG THE EXTENSION OF RAILWAY RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING; BETWEEN: PUGET SOUND POWER & LIGHT TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED 20 ��L BENCH11 ti ' q�aw> 1 POWER TOWER. TOWER LOCATED NORTH OF THE ENTRANCE ROAD TO PUGET THE NORTH LINE OF GOVERNMENT LOT 1, AS DESCRIBED ABOVE, TO THE THENCE NORTH 14 36'26" WEST, 151.34 FEET; COMPANY, A MASSACHUSETTS BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE ? :° ,, POWER SHUFFLETON STEAM PLAN AS SHOWN ON SURVEY. TRUE POINT OF BEGINNING; THENCE SOUTH 3137'32" EAST, 138.74 FEET TO SAID NORTHWESTERLY CORPORATION PREMISES SUBJECT TO SUCH SUBMERGENCE.) t � \_\ ' A2"�4 ti5 ELEVATION = 24.09 FEET (NAVD 1988) LESS THAT PORTION OF THE ABOVE DESCRIBED PARCEL DEEDED TO THE MARGIN OF SAID RIGHT-OF-WAY; AND NORTHERN PACIFIC RAILWAY �,CO $ D ; �, "" A/C PAVEMENT BOETNG COMPANY BY DEED DATED FE13RUARY 11,1966 AND FILED FOR THENCE SOUTH 50'51'48" WEST ALONG SAID NORTHWESTERLY MARGIN, COMPANY, A CORPORATION =r Y \ °,, ` 6 Cl7 } ,I"' AREA: RECORD UNDER AUDITOR'S RECORDING NO. 5988091; 44.69 FEET TO THE TRUE POINT OF BEGINNING. DATED: NOVEMBER 9, 1943 9J ',_/ e % j 12.D• ,y'h AS SHOWN ON SURVEY. RECORDED: DECEMBER 2, 1943 LL «,_/, 8 �` , ry� 1 l ALSO EXCEPT THAT PORTION DEEDED TO THE BOEING COMPANY BY DEED SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. RECORDING NO.: 3352229 t , 1, SUBSTRUCTURES: DATED NOVEMBER 30, 1988 AND RECORDED UNDER RECORDING NO. PURPOSE: A RAILROAD TRACK \' �.- 'f ,� o.° \\ -L r fA2 D 1 8P' i ti V_ BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED 8812140278 TITLE REPORT REFERENCE: \ ,� , + 8 01. ,1. >[- f 6"D �`�" ti BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, \ Io t9 \ ( � '8 C , I t•T :''Iti FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. PARCEL B: FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT IN DOCUMENT: ° O '° - t- i FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO A TRIANGULAR TRACT OF LAND LYING IN THE NORTHWEST QUARTER OF NO. 377186-5K, DATED JANUARY 14, 1999. THE EASEMENTS SHOWN OR \ tiT\ DESIGN CONTACT THE UTILITY OWNER AGENCY. SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, NOTED HEREON RELATE TO THIS COMMITMENT. RECORDED: MARCH 14, 1968 ` •� 12 , "� ' '` WASHINGTON, INCLUDING WITHIN THIS TRACT CERTAIN PORTIONS OF LAKE RECORDING NO.: 6317510 oti , \ � \ \ I UTILITY PROVIDERS: WASHINGTON SHORE LANDS AS SHOWN ON SHEETS 3 AND 4 OF THE MAP NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT IN FAVOR OF: CITY OF RENTON, A MUNICIPAL '` PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NO., SHOWN OR NOTED HEREON. CORPORATION ° \ •� DIRT 2 + ;i� C TREE DRIPLINE e ?• \ .:1 \ �" r ./ SANITARY SEWERS, STORM DRAINAGE, WATER 156371, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR: RIGHT-OF-WAY FOR ROADWAY AND �\ LF``_ rO ` 1��C j A/C PAVEMENT CITY OF RENTON RELATED UTILITY PURPOSES ,y I \ e TITLE REPORT SCHEDULE B EXCEPTIONS: 'F r4 2j + \ _ t ,-'` DEVELOPMENT SERVICES COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, IN SAID AFFECTS- REFER TO SAID INSTRUMENT FOR ah r \ 1055 SOUTH GRADY WAY SECTION 8; EXACT LOCATION �'h'p \ \ 7. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR J �`' + o as �A ° ah ' �\ RENTON, WA 98055 THENCE NORTH 8851'05' WEST ALONG THE NORTH LINE OF SAID LOT 1, EXCEPTIONS CONTAINED IN INSTRUMENT: \ � \ +. \ 1 .. _ s.�, °.t -, (425) 430-7200 AND ALONG THE WESTERLY PRODUCTION OF SAID LINE, A DISTANCE OF 13. A RECORD OF SURVEY RECORDED ON MARCH 16, 1984 UNDER 960.01 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE FROM: PUGET SOUND POWER & LIGHT RECORDING NO. 8403169001. i+ 6'C.LF. WITH \ \ YS�G� 23 6'p. •`' POWER AND NATURAL GAS ABANDONED BURLINGTON NORTHERN RAILWAY (NORTHERN PACIFIC RAILWAY , 1.0'BARB HARE . ° + • COMPANY s \'\ 8'E.C:C 6 C.C. PUGET SOUND ENERGY COMPANY RIGHT-OF-WAY); RECORDED DECEMBER 31,1926 14. A RECORD OF SURVEY RECORDED ON JANUARY 7, 1988 UNDER �+ 1B'D \ MUNICIPAL LAND PLANNING THENCE CONTINUING NORTH 88.51'05" WEST ALONG SAID WESTERLY RECORDING N0. 8801079004. l RECORDING NO.: 2509355 `• \ 815 MERCER STREET PRODUCTION, 761.39 FEET, MORE OR LESS, TO AN EXISTING CONCRETE o' l \ \I, + ?�v c �a - . ;, \ 9 t SEATTLE, WA 98109 MONUMENT, SAID MONUMENT BEING AN ANGLE POINT ON THE NORTHERLY 8. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, 15. A RECORD OF SURVEY RECORDED ON MARCH 8, 1988 UNDER RECORDING 0 *a � TREE DRIPLINE / 1-800-CALIPSE LINE OF THE SHUFFLETON STEAM PLANT PROPERTY; O\ i +2. g i ^` IN DOCUMENT: (UNPLOTTABLE) N0. 8803089003. (206) 224-2120 THENCE NORTH 43.06'56" WEST ALONG SAID NORTHERLY PROPERTY LINE, \ 60'WIDE ROADWAY EASEMENT \ -., � ,\ >.'+ j , :>' 680.Q6 FEET, MORE OR LESS, TO THE INNER HARBOR LINE OF LAKE SAID SURVEY AMENDED BY AFFIDAVIT CORRECTION OF SURVEY PER REC. N0.6201854 \ I ti r t I- ', RECORDED: JANUARY 2, 1929 tee, , ,, + 4,-1.4'D ,�/ a` ti TELEPHONE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE OF WASHINGTON; RECORDED UNDER RECORDING NO. 88072,0427. � RECORDING NO.: 2509416 : _ .,a, , _ U.S. WEST THENCE SOUTH 46'52'27" WEST ALONG SAID INNER HARBOR LINE, a + \ IN FAVOR OF: PUGET SOUND POWER &TIGHT "• \t9 LDA GROUP 607.89 FEET; 16. A RECORD OF SURVEY RECORDED ON AUGUST 30, 1988 UNDER "y, \ , -c PO BOX 625001 THENCE NATHIN SAID SHORE LANDS SOUTH 4306'S6" EAST, 717.73 COMPANY CITY BENCHMARK NO.2118: .'\ \ '�, + 'G FOR: TRANSMISSION AND DISTRIBUTION RECORDED N0. 8808309006. ` ^° EMH f , \ G's,<, A/C PAVEMENT LITTLETON, CO 80162 FEET TO THE TRUE POINT OF BEGINNING: V 3-1/2-BRASS DISK STAMPED "CITY OF RENTON BM' TE 210 : \\ ? j' `__ LINE OR LINES DIRT '' Fz , + Y \ THENCE CONTINUING SOUTH 43'06.56' EAST, 215.18 FEET; AFFECTS: THE LEGAL DESCRIPTION ` IN THE S.E. COR. OF CONIC. BASE OF TRANSMISSION TOWER 4, , } \ �, THENCE SOUTH 46.53'04" WEST, 116.87 FEET; ELEVATION = 24.09(NAVD 1988) F: + \ _ THENCE NORTH 1436'26' WEST, 244.87 FEET TO THE TRUE POINT OF CONTAINED IN SAID EASEMENT IS 1 i 9 BEGINNING. �` ` : ? \ °� �A NOT SUFFICIENT TO DETERMINE IT U U U 1' ;" ` \ 28 D\ p --, FNO PSP&L MON , a , o , +� , ,F. ,- EXACT LOCATION WITHIN SAID PREMISES , I � o 0 0 1\ r W �� f f DIRT ti. \ \ \ a�G EE DRIPLINE �h. A-i. ROADWAY ., �� ,o ;I t \ ,J .\ \4 `, , , '-;(,�.. sr9 �� �b : • _ h > h W o DWAY EASEMENT \ \ \\ % ' '` % o= h, �<--- ° `N 6'C.C. WITH PER REC, EASEMENT A_ �! L �, �� o" ~'1 '�\ \ c� :� + ; ` \ n `v SJ' �5 ^?' ° ` " o' 1.0'CONC. GUT.`, 6'C•C. WITH _ HC-MW , 2 8 E_C.C. - ,;� n h1 8*D1.0'CONC. GUT. �g8 a 2 . _ h _ �o-11 �' ,.` \ \�- \\ .,I x tip, h° " p, .l ^w a,�, � ,•y' -`1 f,� •}�. 't .,` r +� <,� � TE PVC 20 32 r \ .L 22. 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TAV 2 22'D• 1E=1 �' .r, a , dr ;Q CITY O; RENTON NON. \ .. rx _ ._ 2 / PARKING STALLS _�_,_ _ \ A 5, IE 1 .38 > > �9 a / NO. 71 NAD '83'91 _ _ _ \. (-. ) - _ . - _ (P °, E tP t,^' RAILROAD POLE OOM > v: \ ✓ r- PARKING STALLS ` " o , e - a b 8; D. h r b h a - ' , ( ) - L - IEi 2 G1 N c2 O ',. .ram �'\ . ° ,- 28 " OP gym. t P GS f > GR L i N 186463.14 TEE -� y.. _ . - L-_ . h > . 0" in it r T 5i ' \'\ 1 , e r +' t s C _ ES r. ti ' b / i P + '4 & T , 8 1, :.:-. „ .: s- < a .-.. "_� ''r F-• 'N` : 'b ; \ ,;� ��i 1 o I,, OPT "b ri - 16 C. - _.. \ Y • t. K ✓ - --, 24 D:, pLAYV- , n., _ C. : `e.. , t _ 1 . _ ; w, �. .,, - �_ -_ - --_ 2 \ E 1304865.19 TE 22.01 7M1G 8 E.C.C. n _-.,_ ai `, 8 EC.C.. _. ,. 1 f - -- _ _ I' ter. o I I TE PVC 21.62 1 , \, � ^� STOP M ti )y a' P \ N h' 1 �" - 1 I e 28"D.- M x F , DIRT Q'- - , , ..� , ,._. ._._� ----.�..,,-- - - _._ , ..,,, .--�-_� TREES -PL _d_..., _._ � •. , w D T , 6 dt ANTINGS. -_� M , \ 30 A 2 �o`'' I l _ �.Q l3 _ 4 D _ .-. 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V IF �° \ IE=20.24 DIRTY 1NLfT _ GRASS �- ,, . -H..< - T Il' i rJ L 8 1 6 LLA / ,� I �- •-22, TE=2,.82 GRASS r' . i_ ,� SIG"F, ' - `� K •-...-. , ON O `1 -� \ 1 g EMH { s END OF, PIPE OT f ,r'°' \ --« \ I 7 " '� -� s O - °��., ".,`.4-,. • ,: r " •- i i ` ? `6 3 ,:: j _ F _ , x. #YL / . ," P.. E 2os s sE s c : 65. : - 1325.28 jj .�,� IE-2 .7 8. N - i ,:- ryi 23 s a ; / C, '4/C VEM i c #s . `^_ - _. � - x .._ - -- GRAVEL I, i \ I all a ,1IF � 24 a r r , ' ------- ^__ r�I , .._.r T.. I 18.80 ! 1 i , •� ,�� ,: �4>' f o ti a w a �: ._ F I s y \ i w r z \ C.C. 2 o / c �: . ,. • �. � , ,.. •o ° ,O } n o �ih - �, -_ ._-. 1. .,1 -'�` j` ¢ N7 r o 24 SIGN GATE ACTIVATOR - 'r 9 WOOD H D h _._ . m c� .. - �, ,._ _ I _.y,_-_ _ ._.. r aE-aa. a ; i / h ti _--- f sRAVELa t x �I N89'33'15"W F = J _ ` \ ,.. : t. - posy . ; f F.F.EL 21.2 ° a. \ A C PAVEMENT �� _ R�1 5 y�� 9 • -i' c fif h ? -a �. rs� 9Z ,`e SOLID UD 1� 2648.73' `� INLET ��J ` , „ ° , i G P ,ti .� ~�-. r. b G.G. � , '�'e"' , ,,::, . ^� , , � e ,_ _ , . .., ..,, q --�... � �,' p O TE=21.71 \ „�. ti 1, o, 2 <, ITE 24.93-3� 7 c, 1' f) � ,° Oi e y °a GRASS" _ _ y \ ! DIRT \ _ TREE DRIPLINE F F 2 ti _ ; , \. a I - ` -, _ ._...,. , .IE-19.81 ,, . , 1: , 4 �� •-- -_.._.,ems= ti 1 4 U.- _ :. ' , _ <, r 1 y . N e O " ° H x. , i, a TREE DRIPLINE �• C W �ti y G a INLET s �1 „� e RAILROAD ° • 4 s Q SI L; h . P ti 1E-21.73 b \ r, A/C PAVEMENT %, T WVri s'" +< A O C <_ q `?. `? a IE=20.63 .E)C' , :,. - ENT , ': _;;�,.,- >. -- t , r ''1 .. �. � I CITY OF RENTON NON. � G '� ,0 9 `� 'GRASS � r� >- C � ` � • 10 D. ' V I:\fF �. � c } x : � y�' S H METRO ,/ + g/ p9 i t rL G SJ \•.. \ \ 6 3 \ ?ate f O h h 2 x c; ,/ h SIGN/= o , 0` = K 1 , „,_ - ,.:\ O S ti \ N GRASS �, a` ,=� h° _W / 4 •o / v , U h t -36.01 i NO. _- r - 1< - 83 91 < rt ti -, ;., A C PAVEMENT \ r o o G, c l s �, - "1�-`eat_ A/�- �, y - - o - - - o /".. a, 3.... o N 186452.87 5 . I VALVE BOX , o ,. - < - - - - 1 R `=1 , 8. E - k t FH ,� G� 0 �,. <- :` 1 \ '\ \, �_ GRAVEL , i` - - - -- b °" � I " � ,p O °' ,, 2 PVC STORM 17 t - - - - [ ! / A GRAVII s t ,j, E 1306190.40 ` PI T � s k f ,B• q t-i, �, \ h tzJ 2 -- - x a - tr 1 a G' S �. DRAIN \ e �- - !t 5� , ,�. o F o ro ,__ .:. s - �: y� � ,< . ,. O ,. � >x � - � � 4' �' 1, �; ' L 10�.78 , , s" � C. w & �. , ,r f � �' r o. , / C ♦`y ';, ,'l4 CED. t - - \ 15WADE FIRE MAIN EASEMENT ,h �- ,�; ;I r c . GRAVEL CLUSTER OF ELEC . CONDUI ; 'I'll i � y , �'' o L y� - \ i i _ PER REC. N0.840726040,. fi' �� o S _ c, A/C PAVEMENT IUP TO CONTROL BO / I d 1. D.G. % fe• a , r d - yj�p(] Q DELTA-04 4 2 .;y _Z� >, ?l 'p,10 9 �c - . � t- - "-i," rI \- \ - V a % P ,� " i`,' ,�r.- i _ : 1 \. ; /I I ,5,. Q ! ` `I -STORY s F ''t `//�� r e r\ a , �° S, d% - h N U � Rj y c.. a 5` ° A/f� PAVEMENT I' h ~" SSMH O C\ -�. <i \ o U ; G �. P\ T . ° e o g ;` t� GRAVE i ALUMINUM '`SIDING x �► \ ti P a GATETIVATOR `� GRASS h TE 33.20 n „I' \ r= f , \ o,. !y ti R ? ;' • G., . J 41, \ y' o' / +< IE=26.10 8'N A ITION f ♦ ,� ; PM ooM s `. i ) FORCE MAIN �. T ! 2 j i • - � ,, �•„ < ,� \ J ; . � � `� IE-15.35[},2"N&S SUMP PUP k 1 o. ,� F 00 _v `S tr E B I y ri;+ ` d STOP � - M W. J -,^- f' J� \ ti I) s 8.8 1. ILROAD'^' IE-15.1 12'SE 12'FLOW UNE Sc / \ \ o- ,T d ' = , .1-� 5( ) ���I y ti �. � a r . TE- 4. , f i SING SIGN e 5 a `` I18' L € f" 1• ♦ -, t 5 o IF.�23. 6'S .I �, q i a I �- O \ x \ �` ,.ti � ,\ ) ! GN ORS'' �+� j r 1 \ ' rL - - a o n IE= 71 n d � AN.A .- >/ r - , • r ° \ 1 \ GRASS n. E=22.5 12"N ° i t xy n r g VAULT \ ��:' J � , \ \ r y. eA �. /I ( ) 1 Y' o :l _ POL DIS11 CHARGE GATE \ , ^'x / : e '>, �Y' � y t � r � INL_E'f \ ,`` � �' � ��� j 1 ? .�'`� � i ', i �i� � � 1 �,.. "�'�`�'n � I o �o; UP It,+G\P TE=21.73 4 \ r' `I°J G r? A ;, rY%¢ AVEL,• !-� Ej D.^ 3„BRASS i , i✓ - 4, �' , i "4 IE. .3 6'NE 1 y > ? f 11 h ^e ` r GRASS DISCHARGE TUNNEL EMH \ 7. 9 \ i L I ISK I�?I S.00. �i FIREy TE=20.33(6"SY� \ i \ Q • !- Q ♦ Q / y, 1 i l TE=22.55 `_ \ FH V "" /�S "+ w`', 1 t P r ti1'l \ l J \i k qQ = / \ ;\li 'I=1N 1 11 �'` .:rht , sr Q ) \ \ \ F - ' O: i GRASS AILROAI ,`\ . ;y. OA �+ M �/ a+ ( •C .L�' \ f .,�- o P z" �. ,,r'. :a; #I h OSSING 1^ !ii x> ;',�..•� Jb. ti^ 12"01 SD Q O 'P� 3 y * NLET r \ ¢� GRAVF�Y A S (( 6'C C W n 3 C EMH � ?• d = 1. 4 O, A ` i ; ? p, g ="b .G + N c, /P: oa A _,. TE2s \ l P - aD •,' °o \ !y RADIO- ����' C/ '� il / +'t�5 Z`, Q N a y :>> h 1.0' G: ti'" RAILRO )POLE BOOM :� TE-21.88 \ TEST PIT ELEVATION q 9 IE==''2034 \ u ti` < j`_'' r� RAI ° s, ° / / ` AT WATER LEVEL=18.1 y C'\� 22' \ Y,� ; h I ANTENNA � v C.L.F.C.LF. WITH ' �1, a `_,�Q -, A \ ` � \ \ a , �` G<' JQ CKS 1 BARB WIRE x j I '� i. N t SIGNA BOX Ah g yc: e • i �, r4,ll , \ O r. WAND WALL \ U !p 1r. :}, e 1 K7R / ° r'� , EV Q *_ , WIN.. i .. `a `' pEV f ,� a° ' \ ryk0`Ik ,1: .i; ¢ 1 `��( / ` /? \ ' n ( p �'` 'LG° s3'`� / a I X t It h j 3 w , r P ,0 1 0 Iti / i \ FH \ o ,q /S A / ,S s `Y �P\ FH / 1 a. 1�1 , 1 I'I "� `� TQp / i ALUMINUM SIDING '` G' % / \ ,/ S r ! hx o `, DIRT C STORAGE SHIM (� v h a � �CB �_ : _ GRASS . • \ "I ' i Fi a' C? � � , ' < �� / 1l 1 ` �` i GRASSY' -.� � '. s� '\ � � i I N \/ : r FE <i. << .� - i o N.r.I.F. y1 , / \ \ ,+6e . o- S 1y '` PROPANE T9Nk �t GRAVEL ati �p r x n K)F*" . o Q� L G + iti nF i� 4 1' \ ^� I FH s til, �' ^'> � I 6�, /I y j I 5 { ) "�, L� . I / ,. 0 O\ EMH -p P?e \ / \;� Vt'' . </ f , ( , 7 t , c.c. M� C� " ' vP , v d N o �', <"y c .BRAS o \° SDMH �� '� a ? ¢'S '00 ��tr/�O , F C 5;` ? _ / `\ 5 1E=22.12y P C4 G\ � W/AFL-CLARK �,. \ �' Q \C� �-: L .._., ,::.'. , o g y. {` + U '_• G'�• J ; v _<f' f,< � .i / _,- e�, V,,., ,h9r"j '...� r . c,'> $ s is G ` C �' ? f I / NEW PRIVATE F ° ? �� f .. �p o fit. i.0C.G. Q WV -•�i , ti.,. „ FLOAT VALVE p _ Y 2AVEL f� ti F �' 1 E TE OR all t WV o O� O P ,' \\ \ TE=22.24 Q 1 k E k. (� / ;� , a x G ,fl L C \ \ �' r, �� y ET ON C. P INGRESS, EGRESS & UTILITIES FOR i., F,. 2 ' ��. EMH- ,, /, RAILR IE=20.64 k \ ,c�` EV O �F �0 O j f ; .. ' t e� 1E=2d.0�? S e c`� L P _ ? g .x�, is cq c QP `�'1 pJNZ �/ GRAVEL THE BENEFIT OF PARCELS A & C i i RO P 'o`€� A J- 1 W C PAVEMENT ! ? O cp 1 ACKS�_ ,� y ,0 ,,. y PG Q ; M t,P f PER LOT UNE ADJUSTMENT , 6 ! j q f n ^w CONIC i COA1�. SAD �' `\ `� / \ 1 O c ` / o- t o°, , • BOX DIRT f tib �•Arl-*A*. A �e I T D} . R/R\ °�J y /� \ " o` `ex Q �F S ✓�. + �,Q?S / •ti 1 ,. ti' l a p r j , L� f -_4 O \ k60 RN1, LE � , ` w lip \° I 'l'� w / p 150, 3 (, . ' , ti /`�. C.S. , ,✓° 4• .� �' G¢P O , ,r� �, _, \ \ \ V � ^ / ♦' / �Q. o °°` / / - ems, �;:, - '`p,. '� y.7�- _;",, t,' e' �'l" � \. °b �j t 'a°` ,�a' „�. GRAVEL ,.d''` ,. d`" �,k r� �"' c /�,r� y I \ 1v,_` , �. `Y ,.\ C8 TYPE I r- \ C F��""'` �v ` �'I N ... ,' , y. �11 t • e' 'ti \ , \ '� % S ._\ ;°'``� - � Fzi'j s /,° d i" �, G ¢Q l Ra °i / 7E=22.25 + �s ¢ ` ¢ f fl, :_1 i f TRENCH W WOOD COVER ~g \ '° 0 O r/ ° 2-8 P 1 J o > IEp20.25(6.W}� j f F �` RHANG r /'(` 1-STORY `S�' ` �/J TIC) 6 \ TERW,NE BE40W GROUND , J� � � � 1/ - ,,' / ENC,AS tN `? \ IE= 0.15(b E) `�"` � a � �Sp � / EASEMENT FOR PUBLIC STREET S •' , / �, 3y , / h� �� E 1 �� v Y ! M�� J' /' ,'` , METAL BUILDING PER REC. N0.6201855 ` tii, tiai si° , < EMH ti/ =22.06 ° \� :.rt ) Y/ ' ` X� \ \ e� < ti`+ ryh �, / / 8 ti ° ): r? G5• TE=22.0 / tE=20.36 8'SW) ti �. i GRAVEL � �r 3 4 / '` \\ e - \ . / O C. 6� / EMH �� ,� IE=20.36 8"NE) p' "`'' •� \ t3i+�,p F.I.F." 7 , \ ti°\i ti d GRAVEL E ` / 0, M \ \ ; 01 . _ < g O r SIE-20.3602'SE " it ` €� \ ?. \ I, \ r , e , A f 71 / ^ / .ATE-22.05 , �F r'� \ a 0,50 CED-_ d s ` �' \ \ �J s'`y�P\ R LROAD d Py Sl. w ,� ,,� r 1 ` `°' w,a / GRAVEL F' �. ha \ . C.S. 1 cY P AI 6 HC-MwY3 gip' � \ f V` / 3 �. y / 5_ TRl►CKS ¢ 1 =22. 4 EV \ j .- < V �° IN / � � y � y`Y \ �y � e ,�- , �, f /` V � PVC=22.3 ��• p<� � . � WA R ACCI' S B6X � - � // (1 . � r°a, /"\ / � � � � � / x 3 �° CB'TYPE I �' , ` ` W h' �` �".° TE!� 46 ` i P- r`t a�/ V P� / v . \/ < p. CONIC. �� f° n"' B TYPE I� It' - -2.13 ? ,o %� + �r'F \ t 2-4 Mk1 v, its'"' ,,�h Rl i f •� rr f \ 5IV PARCEL C 'A/ 7\ \. 0 / (TYP.)� rG - - tot1 aAt \ a i� / TE-21.58' IE-20.63(8'SE ' / c• O .. ., p ,- IE=20.63 IE=20.33(1?'N ? ¢p �.. TRACAD \xtia 1 ' / aax ��G / 91 , 105 327 s ft. R=1 488.68 e ' s;` �� o P ti \ � v� F ', x,/ / L L= 8.98 �, , / h v¢ , / QP � ; � � I � 2.418 acres h � - c �-- G ,dry.. i ` O JB .�4 \ ` . C3� r _\ • f f1 ti 1. ssl °� � <, ti o°h /' x� ` MH VA \ �'� . A ' el " /! J_ D (0=23 2932 / IE=19.86 4"N ��' `�> �\ �- / r.,- -22.25 x n ao 1 o' q�4i . • "R• GRAVEL i e�T •ram 4� �'.� INTAKE L' c I• ` a / a`' , \ IE=19.76(4'W) a nP - Via' 6 H .;: .- f \S'P E ST, REBAR & CAP i o` � r ,Lo. ry\ ,� \ 11 V G / �.' TUNNEL (R) TE 2 IV G -2.v.+h ha 2420' \,x //? ' C �3 f o° �� "- /`W `� s •G TEE P C J13_ \ ti `� •�F \ r/ x GR L �° 20'NADE PRIVATE EASEMENT FOR R-1388.68 � /Pf' �' ""�� / 22 � �° �, ° / EMH-=� y - ti3w �, / INGRESS, EGRESS &UTILITIES - `/t ti A C PAVEMENT \o-- t, Pam' , a '' _ ti TE=22.22. \\ FOR THE BENEFIT OF PARCEL A / �. / ha ti� = O / EMH r v2 rj, '� , ,b'� d�,.ar` `, 8C � \ / / + PER LOT LINE ADJUSTMENT L=608.32 / t` ,�., _',' °� titi �TE=22`14:' � �� � y0 ,�Q� 1� v� / .� � DELTA=25°05'S5" / / k0 �� A� WATER VAULT W/^°B TYPE - + Ok +��' �• » / / s 0 S ..'. o TE=21.48 I / `Z` i1I 12"CONIC. WALL o o +Si +� \ y m `t d t ti J / IT °° ,�, BGo\ %0 a 6 =20., 8 8"N) ;y ��'O�♦- O 0 \ : \( ���\ r '� F s �1 F7 ti: /l-1t) 1 n° \ n ti p5 ^EMH IE $`68�12" ° G� � v GRAVEL tik zc \ ? / / O m `U 'i' ti C o\ ` . 1 I -, •Q+? � ti °/ \ 6"GONG. REM. WALL o° '� N rr_ : \�?' \ F f a tti tiff ; . # � 'Tl r f C 1E=22.06 F ° t !.> IV `\ tiI !` k - ` , �C + Cq �; Cj CB TYPE SSMH r'}0, �, N \ t / j O ,P- CONC.TRENCH W CONIC. COVER Ir F 1E -22.QB � \ j, V N \ \ 3-WATERLINES BELOW GR N. c °'• P�5 ��h\ IE=2 0 8'NW TE=22.48 ^� c\R� AL �j r \ 4 \ �� \ titi f v2 QP<ti .6 P� i IE- .70�8"SE) IE=17.88(8'SE �a, °ti �'' \'c a \ \ x\\ / / v I G ) IE=18.18(6-SW) ti titi o 1 .S. V A A Av Ali L 1 20.10(6'SW �, ET \ S . Q % IE-18.78(6"NW) o° . ti i "' o rj J \ � l �� r l ti SET BENCHMARK 'A": ,4 ti ,� ? \ L I ZYL + \ SD VAULT ,° ti A \ h �^ x a R- x \ ,p \ 6 QP , ti q N INLET TE=21.95 CB TYPE 1 �.1 h \ EV ETOP OF�NJws 25SE080LT OF TRANSMISSION POLE \ ,- \ t q + GRAVEL IE-20.25(8"SW) TE=22.27 �� r \ � i v ha / J G ti - 4 HC-MW TE=?1.73 -✓� fl I TE=22• IE=21.03(2'S "I / \ GRAVEL ti \ , P, ;`c$ /� ) IE=20.2,(8"NE) IE=20.97 8'SE) a � � `� ° ! a a ti ti° TE P +$3 6'O'BA WITH IE=20.38(6"N) ti 1 �• TE=3i.01 \ o A h IE=20.87(8-NW) ti o" \ \ v �ll � � / \ �1,� ha ,/ j.0'BARB HARE �� v0� / SSMH \ \ v� f i�? �, \ ® y Q h� , ,EMH INLET / \ \ \ \ �v / IE=18.41(12'sW V 4 \ �1 �I ,� i (�. �`g ` 0 p ATE=22.08 1E=21.96 / L ti IE=20.86 IE=17.56k12"yE \ CB ob SJ �: VALVE eoxx f 1�1� ./ Dc ' \`� ' , \ �9s ( (4"sE - - \ ��/ TE=19.98 �, , A �;`` h no J w / �Q \ �L y, �5 INLET IE=20.86(4"SE ti�� IE=18.28 \x f �� 4 � � °,, „oo • �C¢p� ?2 "t : \ q TE=21.68 IE=20.66(6"S ) ti r;<` c� \\ \ \Q \ y�5 ti A, ( h �` - titi h �O IE=<^o.38(6'w) / v \\ \ \ \ / � O \\ I °° \o \ \ l QP .,o / _ \�i sr a r IE=20.18(6"SE) R/R SWITCH STAND a , + S�� eA,\ \ \ / ti ` \ h- a A� \ :° � `y G / /' _ 3 ,y titi' !>o °" \ AAA \ ll -1-STORY CONC. BLDG. �� 52 ; \ \ F<< �� ''ir• titi F.F.EL-22.56 d� \ V " / V j J \ <i GG '�" -- 6'C.R:W. titi Q� ... `\ O ti N, \ \ <ej� \ r i16 c G. / GRAVEL a \ \ / ?%__ / q',d ,.o \ N V x v / ,,:4, X � h - . � ; SSMH / " , A �' \� \ 15'WIDE FIRE MAIN EASEMENT � �• / \o oah / ry h �ti TE=23.2Q / /,ti> \ GRAPHIC SCALE IV- a \ !p\A A\ / a W/ f , ° v � 4F ti- OIL TANK ENCLOSURE/ IE=16.90 8'W&E� / \ ,�-, / ti / ti 5 � ti a, ( \V PER REC. NO.B407260401 S \ \ \ d \ / CONTAINMENT IE=17.10(6"N&8 S) / / // / \ \ \ • 40 0 20 40 t30 180 zi�16 I I I I I I I V /A V J o\ J /, / ti. Al % / A/C PAVEMENT / / \ \ \11 `� . s_ v ,� \ / PJ�N , ,- %rip e - �4 M.W.6 / / + o/`�% .w\ \ V �� / / \ `��;,_ 21,- / \ y� .,' / ( `�p �G / I,/ \ 'I �' \ \ v / / G P F ti \ TE VQ ,pox =V \ a, /�� / ( IN FEET // ,. Y \ �) 1 inch = 40 ft. / v 9 TE=21.26 V /A i yet g°' ?`'1 °� aa' yti I \'J/ li \ ti / �� / �QP -11 I ti'?, tiP IE=20.36(8"W) / / o�/ / \RS \ \ \ \ I� / k:1 ,``' \•,G5 / . h,�i ti � k IE=20.16(10') `\ e QP / ,., / '6 V / / tia ti / / /%+ GRAVEL \ A*, \ \ \ °, G / QP& / t �q tia n. � �� INLET / / 6° \ \ v ` ' P, / / �.� \� G TE=22.45 n / t Q¢� 'gg� / 11, 'Yf� / �Lo / / \ A tiA \ \per I I I I C-5 / 3 Qj i {. / ' / _A / '> "> % :�_' h�, HYDRAULIC �� A / ti .v 1-STORY ° ,)` ti \ + ti\ LIFT,' v - �Q SET BENCHMARK "B': / / / ` \ CONICS BLDG. ^��+ \ �� .r/ �° S0 v �� / ���' V% �A CHISELED SQUARE AT N.W. CDR. OF ELECT. VAULT / 'N.F.LF.� ti'°' -" / + 1,, T ELEVA110N = 22.37 / / //< . Q' \+ ^� QP, '< a°ems 'L,, / / R-1388.68 6'c:L.F. WITH f 1 r /4 / /' /// � ry If / \ 1 ,G / _ P / / 1.0'BARB WARE ' ' \ /r r a 2 IJ • PAVEMENT r P /,, L C.)��� / / L=39.34 ' 10. \� 'a, � ZI 1ti1. ,�kx '.:,�\ ,30, / 11 C` A \a ti/\° `�, * °,, INLET,,??,Z, /// // Delta=01.37'23" '_ �� � /i'''' C ��` `�,, o,, � �ii C, TE=22.14 / r &`FOG U Oi a \, \° `r IE=20.04 / (CW + K .�� , ,, a `�"`°RO / asp �O '•S v '7 / r ' v / •- 1 6-C.C. W/ o r i �� // s yI'llN� v v / Gb ,� / r �� ! b ,, . x .: l SSMH R «- \ 1E=21.08 ��+ J ��� �O titi ,� % , / a 1 (� / �°h CB E I +�� S �I, / / /, / / h��O o "r l <� Of' '/ J.0 ', t ° t °�/CB TYPE I "N.F.I.F. \; 5 y��2 �/ - / / I Fj% � I 11, � , j " /PAR: LNG x �,0�"` i / TE=28.75 \ N 2.,\ ti / / .t, , \ / / J N �/� ,,. / / `' � � IE=23.25 \ / \ / DC • D� �'\ ", r / 1./�' SSMH(METRO) F / ® C-MW °� TE 2. 1 / . ;/ V. ° k a �, 1E=29.18 RAILROAD � y z ti )/ ) TE PVC=21.95 / / / TRACKS " r' yW C1RCHW8=1Q.5(RECORD) 0 97 99 / / G• ° N elf n���,A\ \ A/C PAVEMENT / / / ,�V` f 11G ° y a PARCEL A , �\ .1 t1 N / / / ,-% J� V ' O , �, DOUBLE YELLOW a ,; 7a". f,�, 1, 11, tea. I °o X 334 252 sq.ft. .�� LINE . / ` GASHED WHILE11 8 TYPE I �I' �, / a h 1E=28.87 / 0 7.673 acres \ � •{W J �, C tLINE 6'C.C. W/ \� IE=16.62 \ M� V '12`C.G. i' yi. W­, >_ +-, O Q 0- VICINITY MAP NNOT TO SCALE LEGEND: A/C ASPHALTIC/CONCRETE ADS ADVANCE DRAINAGE SYSTEM ABICYCLE LANE 6'C. CONIFEROUS TREE CB CATCH BASIN 6'C.C. CONCRETE CURB C.D. CONCRETE DRIVE 30'CED. CEDAR TREE CI CAST IRON PIPE 6'C.LF. CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CP CONCRETE Pig 6'C.R.W. CONCRETE RETAINING WALL C.S. CONCRETE SLAB C.W. CONCRETE WALK 6'D. DECIDUOUS TREE DI DUCTILE IRON PIPE 8'E.C.C. EXTRUDED CONCRETE CURB EC ELECTRICAL CONDUIT EJB ELECTRICAL JUNCTION BOX EMH ELECTRICAL MANHOLE ET ELECTRICAL TRANSFORMER EV ELECTRICAL VAULT FH FIRE HYDRANT FO FUEL OIL LINE HANDICAP PARKING STALL IP IRON PIPE LP LIGHT POLE MW MONITOR WELL N.F.I.F. NOT FOUND IN FIELD PIV POST INDICATOR VALVE P-(O/H) POWER (OVERHEAD) P.S. PARKING STALL (REGULAR) (R) PER RECORD DRAWING NOTE: CB MAY HAVE BEEN REMOVED SD STORM DRAIN SDMH STORM DRAIN MANHOLE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE TC TELEPHONE CONDUIT (UNDERGROUND) T-(O/H) TELEPHONE (OVERHEAD) TMH TELEPHONE MANHOLE UP UTILITY POLE W WATER MAIN OR LINE WV WATER VALVE �a N\xAG '),,S YARD LIGHT •� p V �sv O 1 � i 0 G� ��g 16 "q� *cue Q 0 z 0 rn S w x A I ML V. t QQ !� sO C 8_ W ,\ - 0x 'n Y1 0 v I t,�InA • Z0 -4-a00M porno O � 0 w Y / W NMNZ '") 0) "' V [Op ,301 -W Z No0O v F V - � X U 0 -I t2Q Z :2� Q W T i J Od ed v) W W W C o C) _Z (.D Ljj41 ) c Z Q_C w Of O ►'7 w 2 =J Z�z {/) C) rnT~-o OQ� O W O M N N O x It M z 0 z Q • Z `W Q {,L <^ W I.L Q L1J Z O'd J • D 9 (I) D W U n 1- m z1 Z • I J O O Q � � � 0 D�3z_ O 0ry Y 0 2 1.1 ■' O 0 O U � 4j •C z 0 z LLJ Q.' drawn by checked by KJY JJM scale ate 1 "=40' 3/18/99 job no. 99036.00 sheet 1 of 2 U: \99036\Xsur.dwg �,r C1C1 -l�+�� 99036.00 2 of 2 TOPOGRAPHIC SURVEY SOUTHPORT _ 0i Li W x X 7T 0) Ch to cn \ X� �o W �' Cn a) W +• >_ � O Q n vb 1 x WOOD DOCK ^¢ tiI I OOD a DOCK , pOL `^ I WOOF DOCK DE CORRUGATED IRON CHAIN LINK FENCE 40 ,oS A Co 1.0'NADE 0�40( 1%,9 J F,p °0 S AD �y oll C?,y 9tiy F ,l MATCHLINE �,�� ",4D �c'" c6 � .Q TE=20.03 1°Q FND 1 1/2- BRASS 8 C. IE=19.18(4'PVC) DISK IN CONC \ ,� • TREE DRIPLINE 8"C � SAND , WOOD BULKHEAD \ FFS° fi-�° PARK } o I4 ^ s`, \ BENCH 3 1�1' A0- b"D. j x ti '` OLD PILES THIS AREA '� ��, �C+J, 6 C YL# �� Vill INTAKE EQUIPMENT 6 lQ^�; �DON CONC. SLAB+ 12'C. l__ i e`., I'l° CONC. / ty0 o 10, \ PARK ONCRETE C c r V BENCH + . \ _ - °, ♦ + �" �� -i �` I �1 ,y11, o h n �` WOOD � ' ., , \ O), � 6'0. \ o� SAND �9 h o 0 l� + DOCK o DIRT L 6} � _< �t b \ \ \ ) xNp \ ,' . � \\ ti�ryti ,�O o� e �(3 CTRICAL SWITCHING \ \ \ \ ,. 1,1 i6"D. ,�,- �; - SAND JUNGLE JIM rQ CLOSURE ` SAND I / ° i (PLAY AREA) �� 0 %, \ TREE DRIP 0 � \ v `" � °� I "�____�" \ -­ -i" O^ ` 2 2 PARK ti 3'WIDE CONC. BLOCK BULKHEAD 0� \ \' 20 \ BENCH �, � ' 11 _ n '1TREE b DIRT �+ I, f/ V v ' x a2�G.� ' D ', 14 D. ,oti, J 1.0' CONC. RET. WALL +1. r A/C PAVEMENT M A T C H L I N E CB \ \ . �Qv V r8 Di _v : -" -6 C,r' v n a° e�� t',' .03 0� x 1' 8"C. IE=19.18 4"PVC J ` `\ \ 9 - ` 12 D r( IV ( TREE DRIPLINE TE=20. p \ , r `b A`� L \ 8 18'C. / SAND TE PVC=20.44 \ ° /I `i2"D I - , \o' VA $.�, r1 1 1; �'I gti , � 'v WOOD BULKHEAD �. .1 PARK ; WATER AREA =v x + r��� ; ��. ,, ��ti ,� �I �� \ �,,`` 0 \ � , y I ; /�A �8"C .: i So BENCH �p (INCLUDED IN LOT „B„� �� ,+ \yy,�,"_',' y ��� �• �,.lilt��=,I I tie�I 6'G.G. P 4+/ DIRT\�ti ^(�\ DEBT \+ �,_;/�I i 124,608 sq.ft. Y `� 2 \~'6 �. ✓TREE DRIPLINE 2.860 acres +/+-sA E \`" �2j +�+, 12C �1 A/C PAVEMENT ry`�y1ry 11� +� V, j\ \� x • + \_V\ -� Sq�fl�r.\�� �l a �� ., i �i i 6'C.LF. WITH \ \ S c, 3. 6 ti * 1' V 1� 1.0'BARB WIRE 1° + v J • . ti' G*1 DIRT +/,/ \ \ \. 11 ? \ IsI E.C.C. 6'C.C. t ti 4Op00 6 C.L.F. WITH 11, ova 20 \ \ ? + a \ °° -o + 1.0'BARB WIRE \ x +\�� 0Vl�l �WATER v 0 \�c. ?'\\TREE DRIPLINE o- +\\ ''18 C ii � , `I' Box \ o �F\LLL I M. �� \ x t � \ o-°h `�� �� � \ + ° \ +�+ DIRT 1°o TTEH/2"1r 10 \� \ +�r \ `�,' 1 C PAVEMENT LAKE ELEVATION = 17.9 / \ Y t `k \ ,� \¢\\+ \\ �AIt"ti� AS OF 3-18-99 HC-MW ® + i ti... �° x TEE PVC 819.98 DIRT \ e� \�. \ I , �+ 28 D\ Sp��l y�- V _ 20 V IRT �o v v \, q. x o- 4/ o�h y9 \ e �, I j/ � � �`\ /rx i \ \+ ` \ g766Cs'J9 n�^\ EE DRIPLINE 9° g Y xllo-° _ ti0 1�1 �;11 w _ - DIRT z a \ �o� o' HC-MW ® � \\ \ \r. � �� WSJ "E.C.C. "� �' � \ 2s ° �� 7 0 x i�o9 0 ? G• , - x \ o- + ti ,�y6g$ y°� J \ \. `; \ \ tir ^r ti �a t ` ��'g ^a `84D.... 3'WIDE CONC BLOCK BULKHEAD -WATER / EL.=20.72 T \\ )Z �.-, `: to / TE PVC=20.32 ` \ \D. \;.. s ~6'D: / �' 8 D 'D. x ti BOX +/ <° ,1 + 24. , a FND PSP&L`MON w�Y e ",' 't �� ry I \ 22'•---..• ^ \ + ,. _ ' 4 , � _ CB TYPE / v Y-y 1.0' CONC. RET. WALL +�/'..\ \ i �,\ ! \ ti�Z I \ .:\ �O 2 ��` I'llti ? A/C PAVEMENT r h ti 5ti .o TE=23.34 ✓^\ y� \\ / �t c: c' 5 __ ^ ,.. i �t S t o.., v IE=22.04 6' 1 +�/i�� ti' ''. �ZOE /� o- '1t \ \ \ ^ - h� ^t h L e . _ TREE DRIPLINE %'1 - i / Q/ : 1G °. \\ STORM VAULT r -_-^ r _ 6'C.C. _..--'��., �0 L „Z h IE=21.6 U"E� Sj P T N o A C AVEMEN 6" .C. CORRUGATED IRON BULKHEAD +�/ .', `:': �° "c �, x� °b� L c. a f '®\ TE=21.90 ^',` A C PAVEMENT i�� / C x 1e A/C AVEMENT xry6. 6'C.C. y ''IE=21 54 1�2' _^` - t\ / / %/ ti ti = 9. , 24"D: o ~ o- 16.0 _ o- TREE 1 1 xl� , - � ' '� f / x z o t 4 � 1 15 W) 1 o- DRIPLINE ti� r `: ^ 0°0 ! ! i r -��'u' ` / / + . ��/ �P� x ti ry.. IE ;�19.2500(15-S) I \+ \ ' \ __ (PARKING , _ r ,. 0" a „-, 1 6"C.C. e, +� : / ', g' i \ \., c� STALLS) i - 'Yti `'> "t ^ ti/' NG SSP� - ' 22 DIRT / / �, 1 i \ � \ i \ ,'� "E C.0 Y� K1 \ 4 « �' 2" (PARKING STALLS) �� PAR •. -. / o - M 20"C: W _ _l . 1 f /„ ` �.: . , PARKING STALLS 1 ^b r ��DOLPHIN +�° + / i DIRT \ r 1 � ( ) t/ 28 TOP- 1 E 1 �C E - ,� S r C - i^ a IE=17.20 ti t[IjH 7 8`E - t 1 OPT 1 +/-:•!-'//.: - � /- ,,^,, , � S \ � TE=22. 1 24'b> PLANfiN '-- ^�', ->�., _ _,.a-,' Z �--_ 1 !, �,. 8'E.0 C. 6 C.L.F. WITH ti `_ E PVC=21.62, \. �` ? - s e i �'`: - < WOOD / • ° c_ it �, GOP e 28"D.� - t v 1.O BARB HARE 1 ,.: r 1 t, - ry o DIRT � A i#30.II __ _ . M 6 iREES'"d[ PLAN J -�i "D.` DOCK . /./ /,-- / 0 21 1 \ v' � L 1 \ , \, _ � r24 _......ffi224 D. �y e - _ - TA D=D _. _08 2 Y-Y r -4-0 " 18" 4 24"D. ' / r l• ' I --_..•.- A1. 4 ti s„ _ 26 D. t28"bN• ZO"8 , t 1 ,_C}, + .ti%..%' ,'i,' ' Y :, \ % \ \ �\ /r--_Y��Y��Y--_Y Y��Y+--Y�Y��Y _ I. NGS _ ti,-. -1 -�r ^•'^'^< b.... • Y • , 'Y'. Y�-11....�-i--Y��.Y�_Y�.Y--Y�- END OF PIPES N.F.LF.. _ .__.._ c�+� a + "i7. / } i;' , / : / SAND , \ 8 W Y x ----- _ _ - - - - 7V I; - .: 24 ,__: Y�-Y �_ MAY HAVE BEEN REMOVED / 1 I INLET a -C 6C.LF MATH a �_.._ T•Y-Y-Y__ - a STORM VAULT / I \ +. WATER• _ _x_,`_.__._ - t' TE=20.03 ` /: -, :ij,:', I ^ �' �. - ^� ` a S°�\ \° TE=21.74 , ; V 1.0'B RB WIRE _--.. �` Y-Y - _Y- Y-•_ Y Y__,�� _ _ ' %? / 1 /. `r/ ! ` � _ , N \ 2 r' WV \ , VAULT % A ' a {�. - t `ti. GRASS _ i ti , ti - - - - = Y + / ,, , : / . I s �, 2 \ IE=20 24 / DIRT INLET' _, RA SV � q , � � _1 1'T� ---« Y ��-YVO D yr/ °',,, / I , : , CITY OF RENTON LOT LINE ADJ. NO.LU 98 176 LLA F ,_. \\ 22_. TE=21.82 GRASS _, .� G S ,' ; 5IN�. �- -- - _� " 1END OF, PIPE DOCK' , _ Q. _ ,. 0 �j� .. // Q f` O• �� EMH \ #YL`:. ` FTd +` , 1 IE=20 67 6'SE c �, 6'CP 1.0'WIDE CONC. WALL - HOUSING WOOD GATE \ ? + p; / \ / 5 =21. w _ - fs,.IUESDI a! 1» _ - _ _ - _._ �... L _ ... 2 0 \,�7 Ni AL, �;" `. '� / ' Q r i f Ceo, �L aIT'R - _ --24-. r.......-- y"n` _ 'l: r' 1._,�.- S• / (v GRAVE r �, r + ./,:/ h ,( " ° c �' h 'ems � u IE \C , : \ "." i v, fi t C J . bti �, / . y f-, .o -'�_ wY�-�_.. ti' ' � _,<� :�' , j �` 24- SIGN GATE ACTIVATOR �o ti` ,%// , OOD SHED' ° 6h I ;- ! tir \ �. �I ti rye. �- �._• _ r\� -" /�v, C% /1 O /: F.FEL=21 , \ \\ ly?2^ A%L. PAVEMENT L L 3 y°�1 x �o- - .� _ ✓i?f3S7 r N�tlIf%//� a. q / /- ` 0+�� 0 \ INLET \ \�'O� \ S ` �, o-� x t b x '% h �b �7�'` AB(SOLID UD) \ + ,, /% x ` / 6 C� � _ > _,I' 6'C.C. ), qy `` � i a, L �t � TE=24.93--� " \. ;! f G 4 Q - TE=21.71 p A_ ti ti t e n + 0`7„ / �'% DIRT EE RIPU�fE i, e 2 �- D - . - i r ' -�' :.. ,' / W ��� h 1� .I, -`,� 'f�:. IE=19.81 �ti INLET .1. L . % 'ti TREE DRIPUNE �If WATER / / .� C +, G G bh G _ t ; +ik: x • A Ot>> /�/ 5. �- 9 �`' �� ®HC-MW +.. y- �\ _J,'�; a """` /' s P �i ". G' .,' �S \ TE-21.73 T \ e / A/C PAVEMENT v. �+ J w z BOX TE=20. ', DIRT ��- --.- -: ,C71//\ cy \\ e, \ \ P / a" A/C Plf(ABAN} TE PV -20.21 i- '2', , �: DIRT 'P o��+, A .r\O c �sS� F. ? a' \ IE-20.63 �00 FF ... r c EJB� . I I "° , `,\ . ^. 8 t °• �OG'f! 5 P9S �J G• �' SJ \ \ \ \GRASS �+R N GRASS po- fi oti� b -e �_ \.. i1 , c7 o-7, /L A P a \ \\ o A C PAVEMENT i !: j _ _ q� a;. ti \ ♦' + I I� t II n \ . ;� PAINT LOCATIONS w ry°. /r�,? ALVE t30X-0 yQ 6 •C x \ \ rl / \ , `, \� EG \ x o _ =' y° `\ `L +/ t l [ ° ,, i � ti,',`,\ -1 ,C.. x ✓ #�: /:' � � </�t/. 1y k B� ` cp Y�� � - �o- \ 12`PVC STORM � F" \ 17 \ GRAVEL � ^ _= _= 1J�' �' p � $� \ \ t \ y , .`1\\� •_ , �-• _ 11� �� ✓ V •. ,e. YJ to G: C, ry� 9ys a1 4V \ n. a DRAIN; \ •K Q \ 1 6 Q, �.' � Y I + , ECG,, M FC o. 6 G? * - \' 24 - - " r \ 15 WIDE FIRE MAIN EASEMENT II' '',5 � rL � C+ \ GRAVEL LUSTER OF ELEC . COND V' '� `v -R \, •`v \ % \ e A' �` �V' �A� • PARCEL 1J � '` ��� Q ) �, Q�' G` \ /" V PER REC NO 840726040y i' / # o S v A/C PAVEMENT 1 1P TO CONTROL BO CONCRETE PAVEMEN 20 GRAPHIC SCALE 0 40 80 ( IN FEET ) 1 inch = 40 ft. �` \,� , `, t\\ ``,,? �'b `.. \`\\�\ `,\ ti0 2-EJB'$ r• •''-STDI`. ,,` !� 9JS F .�1` O'. , n C'. 1 •�.r•'" tV \ r1'' V :�- '' If y<, �P o. %` b 'y + •'E4:( �'';�\ \\ ',\-\ �:\ ` �� ,� k 744,949 Sq.ft. ,. / ALUMINUM SIDING d �, tie ..tl N \ \ �� ° Q i P,G I s r GA TIVA ti -- \ A 1 r'o. \..\ \\\ \ \ -,LIE - -- ` o,I ry ✓ �""� AQDITION ` i� A .��, �y e ! x , x J - e I POS o0M \ \.9� \ \ , '\\ \\S \� \ �,: dp- _ - ti 1 ! .102 acres , FORCE MAIN p. ,I �,. ,� \ \ ; \ � _c ` �� 2 ,3, EST- ? f �,r \ N \:\ ` \ ,� \ \\ ''S / _- - \_, � r 12'FLOW LINE SUMP PUMP Fk k'1 -sJ � . \ \. \ . ; 03 % \ F CB \ N \ \ \ \\ \ \ \\ \\ / �\ \IC 11 _fit � - ti ,.� 1 > \ . , 4. � 5"I l lE , 5. \ \ \^\ \\ \\ / �/ i' WV# 1� � \ do-. ti = _' Lo, e' °� ,c E,E 3. 6'S) \ \ \ \\ \ \ /-..L / ti \ \ VAULT O` 11. \ , \ GRASS O - a- ..o- E=22.5 12'N \ \ o\\ '\ \.00 \ \ \ `\ \_\ \ / . c' \ \ / r `� - l < F 7�� ' DISCHARGE GATE ��' _\ e}F 1� l INLET \ \ \a / °'° / 'Y�•• >� k h / /I ) / 0 Qr,, vv":v \ `V \A y , �' `i �/ ��� �' ti \ �e DIRT �`-''.1�k ,�' ! ° eGvP TE-21.73 v', A \ f tio- / �� � v !?� �` r:, 4� �( AVEL 1 ! o i r`' \ \ �' \ x ' \ \ tr2E TE=2o.33 (s`sW} \'� , ti / Q . �c, O •'L 6 �Q \ \ � \\ \, 4, ?Z" \ �`' / r TE=22.55 ,` �e `` n6. FH IE=20.3 6'NE ^ 5 / / l gyp,- , \ .� \\ ` y�, \\ I v'� �°. ,`a GRASS DISCHARGE TUNNEL ' EMH �:' g ly # \ y \ h' \� y \V\� Vv�V A �iF\ h �� �� / l Q �1"' I V A yti' L`� tw Q i t�� k\ \: \ '_N ?' ° 1 I 1� i % o-v v SCr\ \ x \ \ x A,Y ) J\ �F' J - \ '4 n . \ \\ \. `. ` \ x 1 s ` 12 DI SO Q 6° gl € C \ y 5 .: % ' l� \\ , \� I s� xP %% � 6� � " INLET 6 } 1 / O ��iP GRAV k \ 5 \\ \�\ F r I SAND I ti'' u o O, \ �� o- C FA \ �• ♦VA ? v=21.94 \ v i o6 G TEST PIT ELEVATION "Y IE 20 34 \ �• \ \ {� / MH l . nti. \/� RADIO / .�P / V. , , \' I ' , , ✓ � TE=21.88 Ae \ I X '�• ^,, AT WATER LEVEL=18.1 A` 1 per- 42 °> / o- ANTENNA /,V %- Q_ 1W � '. k� �%. \, •\ \ \' \ \\ �... \ 'J ; 1 ,/ Q1 � CONIC. VAULT �L� . � o a -1 \ \ x'' `' I. �4 +� 6 JQ s 1 ,i \\ � "\ "\ \ a\ \.\ \ y �.' � - �� i HANG WALL O v f +_ } �c \ '• I %K \)- / O �,, \ a \ . y \ \ I ,ti ,te♦ 0 Q1 CHARGE GATE r 2\ \ \ e � F ti / I ,� ;� EV o i O / wv 11 \ 7 °+ � . _ , `\ \ \ti \ \\\. \ c % (J JP o \\,,( 1� n a � �1.1'. 3\ X� 0 8 K A/iE r 11 '` L pe\ ?' ti I J v v y 1` yv V v \ yti ti . ! x `L'` i O v� �'lr .C� x' v ti� iR} <. / FH , `$` /� v y /� C. y .'��� �.. / v \ \\\ '\ \ \ \ \. \�', \ Qo l /`1 C!� / o ALUMINUM SIDING '` ♦ �G `. , E o � ' �� \•.' ` x / / P� x� i DIRT STORAGE SHED ( O'• f0•�'CB (R : ' a "4 / \ I �6 y '\ k0 p " S. �E o- \ \ � �'• V� , ,. / ,r' t t-C% /' C/ l�. s 6. N.F.LF.= X ? 1,c. GRASS / A \ OS v �!� PROPANE T >> � s F� - c�,;1 ��°\ C` i .�: \\\\Ilk' \:\\\.'\ F \ / / i` i 1t \ �� ` r.6 'F1'17 y � \' ^l/ \ /`. \ FH �i. C" F y e°.s" - - v \ iS \ \ \ \ \ \ \\ \ \ / ✓ �` .� I \P0 J O EMH P c^ . �C;RASS p`? \ c SDMH \/ "\ e\. kp 1; �p �F,�OF C.S,, y ' `' %' cS \ \ ` \ \ ' \ / r ti ?• TE=22.120 6 t ;0I-Q,� __ k _ J or L 4•u',. ,l• y f,. ' \ly P \ \\ . \\.. \\`: 't ., l \\ �` \ ti= - ' s . 1 / o e\G \ ,+ `O \ \` W AFL- `sf �G e\ - / \ \ 1 / / �,o O / FLOAT VALVE K GRAVEL �Rcl ,. F j , --- O G c ET ON C. .� P \ \ \'1\' \ \ �,. \ / _\ - lbs. / , ti J9 E= 064 �G \ \ 4 •\ I` x� EV '9 �F\� �� ly �"- \ \ \c' r "S �MH Q o �i \, , •1\ \ �\ �� \ 21 ._ o.. / , � ' q ...I ,� \ TE= 07 RAILR - ,� n h \ t�A P �Q� �v P •( *Y \ \`, ti \, \ . ,A a9 - -'� o , h fi' \ S, P \ �, \ v 2 �N GRAVEL \ I` �c" \\, \ a �, , Vv ,o, � / / � tiGtF •\ A/C PAVEMENT I `` `'2 \ `9 / ACKS \ *L� tip. x , +�' �� 1 ,' VG ��i,' °V o� �P ! \ V , \ \ �' �� ,, x .q� Gp , A \ \ 1 ° A y DIRT �� COME. PAD o? D�R \\ , 7C ,// V\ 4 �� / .?R ht� PS p � ���I / . \ \. A\ yv , / /o' CON t e �.,°� /R ti (� 1 k � F,� ti V J v �\ �� � \. �' �° A V\ 2 '� �� / yF\ BOX `� , r ,( �,O TE- 1:60 2 '< \ S \ \ A\,: 0 J' s yCONIC. VAULT ��°�\ l r ,. �JRNKABLE ,`,� A PAVEMENT \ �\ Vv�Iii, ♦\V` Av'��\ r /, o / �, v. A �\ �o� ♦ ° S.� �+ P5� / \ \ f/"' S�� \ ,,� �_- \i w� / /C \ \ �\\\ d f \ ` %>. GRAVEL \ \ C dC#' \bh 0;. GQ v ,.. V p Q \ / \ 'r •. f (� / ��6ry ` :� C\� �0 \ , \ \ ^ +� \/1' ` 1 \� > �j nib .sP u. F 4 \ ti, / t GRAVEL "I / r / iN L CB TYPE I d�/ F \ \ \}�\ ` �\ \ \:::\ \� `; / / "'� 'e. � _� f. / CB TYPE I \ \ N , / �!' / G5 �� / QP� eP ae \ � \ 'TE=22.25 \,/ \ 1/ /,k 6 k \\ ` \\I \, ?S \ `\ y r � / TE_ 20.30 " C.\TRENCH W/ WOOD COVER `, '' . `, - \, k�O O �,. G ! 2-8 P J ; IE� 20.2 6 JNf \ 'N �p / \ \\ '�"`., \ \ •.. \ \1 / �, IE-18.5 6"S) 6 TERUNE BELOW GROUND "'aT ? �'.' o .•'` ENCA IN ti' � IE=20.15 6`E) d' ' �`, Sj�J ,fv�` qi RHANG /d / 1-STORY EA \ \\ \ \�1 \ ,\\, V 1p , DIRT Y���21_r� / IE=10.50112 W,PERF. PLASTIC) h /" �� 11' o_ �s MH 1o. s lb B 22.061 E �6 S'y �� ` }y .,!'' J `+ i / b a h /. / METAL BUILDING PE '�` G' '\ \ \`Q\ �4 I F \ a ;� - 1. _ _ '>i 1'''` ./'� .} ..."' ' `�.��% 'I.kFt). t- ! \ \ Y a �,,s (l f' It ,e'" / " P , C�\\ / 4 \ 3 s ` ;/: ? a, TE=22.02 ` IE=20.36 8'SW ti lti \ \ °°. \ \ 9� � \ \ \ \< FQ / J + •' t`6 / P C.S 6h / EMH ' �� t, IE=20.36 8`NE /e -`I d N R�NN F.I.F. GRAVEL zo- AVEI / \\\ �\ CONIC VAULT \ EDGEOF mo / \ \ / %� \ \ i. �` ? , , \ ?� . 1 YACVE Box/ °a V a/ `i / =22.05 /F� AIE=2o.3612"sE)� _ `:C - ai \ _f , `\ �,. / t \� \\, ✓ / �, .�/ i` ti \ \ / C.S. / Q' r p\ AILROAD 5- HC-MW 3 a \ \ \, // V` / °/ GRAVEL ,,` �\ 0 0:7��,\ GRAVEL, \ P i. \ FDc. r' \ \\ .\ `: / 9` :' \ \ J ✓ Q� 1� TRACK P r =22. 4 v Ey .<(� P \ .\ 'L" �' �O / e I �\ '27 / /o \ v' \ •y \ fcL` <• S / ti' PVC=22 3 �/�=-WATER IACCESS BOX t` �• ./_" /,,, • U Z U) ,! Opp , o - 0 O I I 10 non:z /mow V / L, " v' ID i CLr to O ,i C� Z X UOOO N 00 04 Li- z) �I`-'z _ X _j V 0 LZa Z � J Ld 2 ad U) 0 w H Q W z Wo O � c/ �i 7V ` a 'C Ld � v w .J Z�z = >:2 Ljn V�/�) YI U rnl~-o 0) C14O N M 1 0A o \�\\ / ```_, --' % 11 ,_ i c \ \.\ yh - ,o /� . Q� �; '-• :/ V r \ sak"I � i °'\ // p(�° ! 9 f z '1 i e ' f \ \ �\ \ r IE=18.55 / \ f> --....22.�. \ { - �G• /' ry \ CEr TYPE I , o .` � � 2� 4fi ` n { / N \ 8"PVC Q/ t' ti 6 � � ok� \w` � O� CONIC PAD /C)� ✓°e\ / ° CB TYPE l� �E=22.13 h � ~ f >+ � p� 2-4"IFT R�IDE,,_1 � / V . t/ PARCEL C O +_ d \\ ( ) �J: \ \�4 I. �j 7� _ \ 6 (TYP.�, / - aG / n :r TE=21.W IE=20.63 8'SE T' 1" i L f s` , e 'ti N •eS° \ `,\\\ - �.f ,pl " �• ° '` ,,ram S� \ 13` �� / P ` 0 ti IE=2o.c _ a !. 5� \ I .` / / WC. L.F. WITH ,• x i1,y� e - i 20. 8"� g �. LR Ao P 0 1.0'BARB WIRE ��. "� \'\ • \ %- \ / .�``� �e� .9O ,Q� GQP / .one- t IFS 20.33 1.TN P A F� / q. z C �� �� �e� 105 327 s ft. \ ti IE=18.53 ac GRAVEL' I +Sj Q A c, l �� 1 ' L• ` 1 x / j - \\ 8'IP \\ /�� •-2e� ° / i P ' I./ G \ \ \ �`, / ,, �'` 2.418 acres (= ( ) GRAVEL v : �i vk �� �� ' -�O �� GQ QP 6">�. �o 4 / / Q \\ y, c fQ °oli CB TYPE i 0 ` n .fi' ti j MH P` C'� �F, f C' �EJB �j p* .f \ �. ° \ / R TE=20.96 q• \ ^ ° / 9 9 GRAVEL r /50 \� 2 ?� at t F ` IE=19.86(4-N) t v ?? / l -22.25 o � 7 t? = hey �i / 1" , / � 1 / ) A P / INTAKE i r �: / , o- \ \,., ° �� r° y9 �` IE=19.76(4"W \ �" a y 2 / H.i y �5 .�% �P FP. E ST.. RF�R &CAP'" o ,r'' C-MW 2 , .. , _ o' ` , x = G TUNNEL R N=22:35 i / GR L 20'WIDE PRIVATE EASEMENT FOR " vl ) �` yo ti �� / O TE .2 N G a 'd12F 2 py� p p -\� - ,•�.._ �\ a x Q\ / .,. Y /� _o 1 ^�A� O �\ f f d Ff +G' TE PVC" 1 � V Sv'� ' a �� �' \ A 1 �� � !' 4 7" _ I EGRESS dt UTILITIES R =1 3 CJ 0. 6 8 ,.,-,\ A i I A `` 22 �° ti ``� \-�=22.2 1 i 5 4 ,;,'- I \v r' ` / INGRESS, � Z \ `\ /C PAVEMENT at g ,+ f :. ti \ W.\, r FOR THE BENEFlT OF PARCEL Av�Vv\ , / 1 ' e V >f ♦ EMH G` 2 w �' , --t �. �!� `•� ��' � + 8 t/I r �°�\\ \ _ ,r /\ by \ �TE=22,11 % �/ 3 ,`O �Q J `�� O •/, / ,� / PER LOT LINE ADJUSTMENT L=608.32 & / - ',cB TYPE I .1 -.) o , or / DELTA=25'05'S5" • p1 / .�� O ♦ WATER VAULT W/ '\ a°' / le•4 / v G y I l / I` S '3 ' 12"CONC. WALL m .` " TE=21.48'� {,-� O +/ + g a (�" , he \ .I o ,n� � i 1E=20.78 B'N) \/ •v `-L o\ . . 4" t� ICAL SUB\STATION o I ti T G/ A� o i.' x ti ,� 0`� ' �, m t \ \ x1'P , 6'CONC. RET. WALL ti H IE- 68�12' o ° - v �� / y� ° GP N / TE=22.06 \% ` ti'IV 11v '�� /0 GRAVEL �o- ��, V yo e\ /t Q y IR VALVE IN * ?! C F ;,\ ti' i ' A � I O �; lJ0 CB TYPE n \ \ / / +'\ \ CB TYPE II \ 11 ONC. BOX i� �0 \/ CONC.TRENCH W/CONC. cd . ! 4r g F� Q ' TE=22. SSMH N �. Y +� \ ,ti N :� \ 3-WATERLINES BELOW GROUNDf°' P� St�D� 1 IE=2 0 8"NW) TE=22.48 ° �, �sr. I A�fE p \\ \o ` o�TE=19.73 \ ° �•Q r'� ri f vQ QP,ti f� o P� ` IE-0: O�6•SW IE=17.88(8'SE �,ii�� 0 Pa �' ET { s� , IE=18.18(6"SW; \ } Z 2� S P IE=18.7 6'NW} a -\ I` 1 \ ti °. IE=17.9 12"SE \ e G ti,�7 \ o'\ \\ IE=17.83�12"NW) � \ \ C.S.CS\� ` Y ( / SET BENCHMARK "A A/C PAVEMENT ae. V\ , A ° � I'`. !� J10 ,V 1`�� ti 2YL +� n \ SD VAULT uj LL v �21 ° `� e�• � - �# 0 4 o x TOP OF N.W. BASE BOLT OF TRANSMISSION POLE ti r o \ \ •S \ 16 QPt / ti N . v INLET TE=21.95 CB TYPE I \ I I tXEV ELEVATION = 25.10 \� �` \ J \ �" G HC-MW ` GRAVEL TE=21.73 IE=20.25(8-SW) TE=22.27 `1�1, IV' \ S x\ x ,�•VEL Z' ` 1°' IE=20.21 8"NE IE=20.97 8'SE \ \ \ ♦ `�' % PTE=22: IE=21.03(2'S) ( ) ( ) b 1 ^ k` \tr. ti IE=20.87 WNW Z C� \ � �, GRAVEL \ ` ,\ \� ,r. \ i I . \ \ �o-e f 1 �') , y �� TE P =?Xi$3 6 O'8AR6 WIRE IE=20.38(6"N) ) �,, � \ o", o A � \ \ I y V rS \ V / I �/4\ e, ��� ti� + % I`EMH INLET / , 1 ✓ 116 \ v \ . ry, `� \ , r ; `o \ ,s` \l ?, �� 'A c o 'TE=22.08 TE=21.96 �'�/ x \ a° ' 'SJ ti \o-e VALVE BOX ti ��O• ,CL titi p '� IE=20.86 4'SE) \\ \ `, 1..L Q r \\ TE=19.98 ti°' \ ti° \ / � �� 1O \ ti 95 ; INLET IE=20.86 4"SE) \ \ \+ FND 1 1 /2" BRASS + � ' IE=18.28 ., o �ti°0 �1n. C -' • -- - _;, `� TE= 21.s8 IE=2o.ss s"sw) R I \ - \ ,,� O x DISK IN CONIC + \ kti 7.�r�, \ � _ 1 bO IE 20.38(6-W) ..d s \ \ \ / _j � \ ♦\ \ \ o :h Y°^o- Qp1 h° � �..1 - - �� M1 / IE=20.18(6'SE) R/R SWITCH STAND to a$ 1��- \ \ \ LJ O W M z y o W F . �,''l j 1,\ ��A \ ti° �� 6�� r /, tiv^ 1), 11 1 , �1-STORY CONIC. BLDG. ry vi. \ . \ n \r\+ 096 '\N 4 ° \\ \ 9 6 \/\ /�4� eGG `'` "q 6"C.R1M. F.F.EL=22.58 GRAVEL O�'+ x \ 1>1 LL T• O CB/VALLT� 0 ,hn� 5� ,o G / ti \ \ O I \' "I W/ AFL-CLARK" oil \ \ \ / ti % \ ,.o \,' ,,, .G / � SSMH / / - f \ \ 17 Q a- (n C.D �j q FLOAT VALVE �\ GRAVEL - o \ h t \ /°` \ \ - 4 \ / - J,o- y o° TE=23.20 ti 'fl \ 15'WIDE FIRE MAIN EASEMENT z r ,P ;. ,yo� / tip, �� h M,- �_ �g titi o IE=16.9 8"W&E / // \ \ PER REC. N0.8407260401 Q e� , \ rye _,, 1, L �:Sy ®r W- �t��` �ti. OIL TANK ENCLOSURE/ IE=17.10(6'N&8�S) / 6 / \ \\, `� O Z Y \. do o \ 3P //?' / CONTAINMENT / / .,`/ \ ``�\ \ \ \ O `^' l o° \+ Y. \ ��.o \ tJ \ ti°��''\ / / i�X /` ti,; F? �A t1 % �'� A/C PAVEMENT 41 / f \ V / N \ n �° � ` ��\ ,7 6 / ail +B/ �l1��\ ✓ M.W.® / �L/ �� \ QSr. a_ = W + / , I- r P V. Q 14. ti \ \ \/5, \\ / CP �% ti ,GQ r / �/ y ��2 V c° e° v \ \ / ° C' / 1 �`} P :1a I \ TE=21.26 / 111` / \ \ //� n� °x V A \ ti �o / D V+�tix vti' �.� / �QP x �P�?°' � -n,�9 `I .- �� tie �� IE=20.36(8-W) / .// t`Q \ �; O a + � ��A A / Lv / �\ G� / ���'. n, \ IE=20.16(10') / ��/ \ lS- \ \ �r s \ 6 P� %� \ ,� f I ��y / / \ �!' GRAVEL \ + U �_ ci J , ti GQ / / ti �' �� INLET °� v v " 1 ,,r ' Q \ , '��. / / Q I \ �\ O ( r1 Av +% P• - TE=22.45 ti \ �' S � \ io I, \/ G_ r I IE=21.45 / / O , \ ��` o -l' � �+ V " l i �� j� `� �c + 6 P,t a0 / \ \ w \ SUP (/�)� 1. 6'c.L.F. NTH \ / !�, / �� \\ , ti. �/ 1.0'BARB WIRE \t � �< HYDRAULIC ,^� v �\�A�� , / , / x��� CONIC. BLDG. ��I �\' I �+ V \t v ,-, � �� ° �� S + �G �' V SET BENCHMARK 'B' / / SSMH(R� .A/"/ ' ` 0' ' -/ ♦ �� F\- 4 \i , CHISELED SQUARE AT N.W. COR. OF ELECT. VAULT "N.F.I.F. :�\ `i/, ;%` ` + ��` ! ' IQ P� ELEVATION = 22.37 / / /�k,y / ,IQ160 n"` �, P�' O '' / / 6'CL.F. WITH F \\ . f /�/j �' f 1N�' Q �- R=1388.68 1.0'BARB HARE , ,gyp titi e A/ . PAVEMENT a + P / �xl � + \ ,� i G• 1 \ � / / L= 39. 34 =� ',,� °'aT % '� \ �`" rya 4� ° 30• � '�o As ' , , , +.z. , , Delta=01 37 23 v: , ",�. '. I- `l ♦ INLET �' .' �, m / 1999 z 1 °� °a ` . Rp�i, l Qs, IE=20.04 / / / / -, . �/ �/ '� I' / / , 1 ye '1 : FOG UI7 CJ�P , Q \\ rim A`b +'e? / / rx10 , / / % rlh/ y 11. f ^° / \ t"� `Y •6e�ED z J \k� . / \ 1 ` / �: \ / / + UP 0/ 1 , f�!SyvA r / / w\ /, tt �` CB TYPE I g r qS / / h�J + / ' P p .' `/ "/ / ' 1,iy ? 'T F, a \ "N.F.LF. INLET \ TE=21.08��+ J / / ''� / z/, ! ! 4) 0 ` ot� /CB TYPE I `+ 0\ - / Q � f'' 1 r J / 'j+ drawn by checked by �': TE=21.81 i� 5"_ � / , �lQi �� i s's '/P/112 G x o' TE=28.75 IE=20.01 ti- `9 \``?� \y, / / t1 •2ti' �C� �.`J /� / IE=23.25 / KJY JJM FND 5 8" REBAR & CAP-; " \, ^. N '\� 5 _ /4"- �` \ / / \ tn. I / lz � 1- oF^ ^` SSMH(METRO) - / scale ate '^I `` / / Dc p "- ® TTEE P C3 21.95 oh� / / r 5 / QQ O ! a' TE=29.18 Y- - J / RAILROAD , G y t: IE=14.98(8-) » r �');11 N CTR.CH .=10.5 RECORD v° ti " » / TRACKS \G 1 N ( ) 1 = 40 3 18 9 9 �° � �I� A/C PAVEMENT PARCEL A / 0 �" L �� �� / / / t� Yr ,,,v job no. �+ ...,,r 0- t- q to /' ,' ,, �\ '��° ' o� DOUBLE YELLOW . 'Y Y ,; / 99036.00 �. i ; B TYPE I + DASHED WHITE ;, >, --TE=28.87 / '\ ��; ',"��� 334,252 sq.ft. � � �},,�� � „�4� LINE �� � r N 7.673 acres \ , on ``J �fj �' O)C LINE 6"C C. W/ >` 1 -- IE=16.62 !? \ \i / Nc� �V' I/ 'J 12'C.G. G 4: / �. 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AS It It 491. t- LA l forrnerl ` _ / 6�'' z3 n �(� 608,72 INNER HARBOR LINE i .�1 ' =-/ �V I s' 2 v �jfli i8.55 sa l83.167 \ .` G) � / / I -a � rn / 545 5 299.S3A s;s� `n ¢w '. 1`t POprER� �� \t i UI � t( 160 111 — 1` U -z- V U Ilt �t 1 Q CO j54 t ' � \ N LI) (t} + 1 1 , tI i V , 1 I� tl ,1 " 1 t t � 111 11 �1 � �. 1 , 1, 1 l 0 :, 35 +o 1 1111 r t 93 50 1 t tlll 1 t and Field Surveys. They are produced for reference use only and no warranty is expressed or implied. P p \ Gov't Lot 2 O\ I � '0. I 0 � t. 7 WHi7"E HALL \ \ 3 ,O Acres � B ' I \ LARAr %. L. IB% "� J' -f f, I ROORES OTA oPAC(, f1G A6R'9 �.,9� \ `. ----- - ------ -- 0o4l Lot 3 ;, ' 6s. ,S � G4 J --- - \ -3�20 I ; v - o A" ,� \ `\ 77— P I , Acres s,,L q w S Z p 7.L 76 CGS Y i n m LP ,' I� v R n c, \ / 25z V' / I �4. 22 Ac. o tL '660 11 r < 1 MOCKUP BLDG m m i I 1 Lo X / � / 6.84 ACRES _ I h•1 / � I 4 1 7LJ- � O -X4 © Z 0 co w SUB.rrn� Z 7K N01 4_ j ---------------------- 9 ° 7..L.16. !0- Q) pM/N/SiRA7lON BLDG. \ ~ �r- � Q N Q � � 2 / I Q 60 1.90 Ac s 14 JI �C r � ' f CEN. *SEC / 1 Q0 FORMER 87P AVE. N8! H SLU 83:82 ACr' W � i --.i Q i i � til 1 0 SECO DEVELOPEMENT m ' 11009 NE 11th STREETaE N o BELLEVUE, WASHINGTON 98004 LU `" ae s W O 6i_ N W fR � � O LU COD W a4W ► 1— Co i cc I-- -- 3 H W a.. � W N ca • • �x �S '.rc�6'IvLk NTH, Zr. 0 s a: 0 xu: CL CO) •cC s ' ,Jw ZIF NO, DATE REVISIONwjl� SHEET TITLE NEIGHBORHOOD DETAIL MAP NA OS NO.: i LPL DRAWN: NLC CHECKED: 3-25-99 DATE: SHEET. N 1 OF 1 �. ��--/ KING DEP i. OF THIS MAP IS FOR THE PURPOSE OF ASSISTING IN LOCATING YOUR PROPERTY AND IS NOT GUARANTEED COUNTY TO SHOW ACCURATE MEASUREME:CS ASSESSMENTS SW 5-23-5 K.C. 27 ENTIRE MAP `A/ MAP REV, CITY OF RENTON � �l� 8-21 " 5 SCALE' III' Ioo1 x 1663420,; , A" Y IB6531.4t. L se bb o / LLS g IZ 1/k51 Ix' I pq�rr 30 9 9 °3 & / • PU' 1 1. l0 yak u�4ati/ ,9 �O Q�F. � elBZ.d9-e9 !< / F x°` •,�R� ^a l 9� yJ Ki v b - all �20`L/.�J �tC Y GOIZ' GOa \y �� 1 A / / 1 .F�g'o \.1' �6� / / q .! ���\���" 9�• t\ t. ',•� .. ` tea` 7 nt � `' !° M1, 1 '.> e `V/ 0 0.� � 4O) b �I 4 G � � 02 � �• ro le r"l ro 7.7 % c / AC. '7• � � (� � Y 195225.60 I 3 ig? 3 38.20 A C. 1324.81 N 89-2TI-39W— S'Al 8 - 2 3 - 5 E58_.25-l7w 771-L17 T N 88- 50- i2 W B93.44 _ t I G c p ta° 4 �✓ ; ro a-- 3>2. 90 L \ LR Cxp S�I>J �9}I. bL � 1 1 c. ,7 <y.�•-���.Y,_-�-� 25- iF•!� d'o-• 1 G o h j7 ' `�L a � 4 i Ae N � •1 9,551 o \ �u° T G c O z Y — \ D o •` V � 1 _ _ � �t Izs A z v 90) z 1 i \ Al: p "'sue Ub cl O rl -1I-58 itos (1 i !uo 1 J24.80 c 2='123J2.'74 1 , n � Z die n yZAA 11 c :JOT✓T: � 7L.li ' w•wl+ iJ �q oCp ely TNc ■ 16633;., 72 o�v 4,J[—ot'3 Y 193881. 25 DESCRIPTION_: PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 98-176, RECORDED IN KING COUNTY, WASHINGTON UNDER RECORDING NO. 9902019014. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS REFERENCED BELOW TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND. NOTES: 1. FIELD SURVEY PERFORMED FEBRUARY 19, 1999 BY GROUND TRAVERSE WITH WILD TC1010 TOTAL STATION; LEVELS OF PRECISION OBTAINED EXCEED THOSE SET FORTH IN WAC 332-130- 090. 2. BASIS OF BEARINGS: LINE BETWEEN CITY OF RENTON MONUMENTS 57 AND 71 BEARING NORTH 89033'15" WEST AS SHOWN HEREON. MERIDIAN: NAD 83/91. DECLARATION• KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT OF AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. PUGET WESTERN, INC., A WASHINGTON CORPORATION BY: ITS: ACKNOWLEDGEMENT: STATE OF WASHINGTON SS COUNTY OF ON THIS DAY OF , 199, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED , TO ME KNOWN TO BE THE OF PUGET WESTERN, INC., THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPOIATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT IS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL THERETO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF NOTARY PUBLIC SURVEYOR'S CERTIFICATE - PRINTED NAME OF NOTARY `N'A A• NIA. This map correctly represents a survey made by me or under y���otiwASkGt�Gl DATED my direction in conformance with the requirements of the Survey Recording Act at the request of y -. PUGET WESTERN. INC. in FEB. 19 99 MY APPOINTMENT EXPIRES Certificate No. 24737 _ _ i. ExPIRES 317iLL APPROVALS EXAMINED AND APPROVED THIS KING COUNTY ASSESSOR EXAMINED AND APPROVED THIS DAY OF , 1999 A.D. DAY OF ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS BRH BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVF.. F (206i 323 4144 SFATTL-E. WA 98102 3513 AUDITOR'S OR RECORDER'S CERTIFICATE 1999 A.D. Filed for record this day of .19 at M in Book -_ of Surveys at page . at the request of BUSH. ROED & HITCHINGS, INC. COUNTY AUDITOR OR DIVISION OF RECORDS & ELECTIONS County Auditor or Superintendent of Records SURVEY FOR PUGET WESTERN. INC. SHORT PLAT RENTON KING COUNTY WASHINGTON Drawn by Date Job No. RHT 9-9-99 99036.02 Checked by Scale Sheet WAH NONE 1 of 2 A PTN. OF TRACT 6. LAKE WASHINGTON SHORELANDS. IN THE W 1/ 2 OF THE N W 1; 4 OF SEC 8 AND THE S. W 1,' 4 OF THE S.W. 1/4 OF SEC 5 ALL IN T 23 N . R 5 F . W M., CITY OF RENTON, KING COUNTY WASHINGTON TOTAL SITE AREA = 17 10 ACRES LUA- --SHPL ` ! ND *4 z INNER HARBOR LINE CONC BLOCK BULKHEAD WOOD DOCKS & CORRUGATED IRON BULKHEAD 1�- hX�b WOOD BULKHEAD - INTAKE EQUIPMENT ON CONC SLAB _ LOT A 187,460 SO FT 4 30 ACRES 1� 8 N511100p BRH BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE E (206) 323 4144 SEATTLE, WA 98102 3513 SQL 6, Q O rr - 1 - STORY WOOD Q FRAME BLDG y LOT B 4-- 96.607 SO FT 2.22 ACRES N86 56 54 E S48"48'36"W 225,63' 62 73' 100 50 0 100 200 SCALE IN FEET 1' . 100 2-19-99 FD PUNCH IN 3" ALUM DISC IN 6" x 6" 2-19-99 FD PUNCH PUGET POWER MON - ROADWAY EASEMENT IN 3' BRASS DISC `�- PER REC NO. 6201854 IN CASED CONC. MON PRIVATE EASEMENT FOR INGRESS. EGRESS & UTILITIES CITY OF RENTON #57 FOR THE BENEFIF OF LOTS A & C OF LUA-98-176-LLANO. 71 NAD'83'91 ALSO EASEMENT FOR GAS & ELECTRIC LINES AND ACCESS I N 186463.14 & MAINTENANCE ROAD, PER REC. NO 9902264118 - `� E 1304865.19 S88 48 46 E 761.47' N89 33 15-WN88°48/48' W 959.35 5, - 1325.24' 5p4 \ -- 16.31' - - 216.35' - - — - �\ �\ 2-19-99 FD. PUNCHED 3" / 94.57' `� ' S1q - i �- - 8 - �- - - --1`- - 305 06 521.41' S84 16 25' W LOT D 296,821 SQ. FT 6.81 ACRES 1 - STORY WOOD FRAME BLDG. - - Cq 0 CONC. BUNKER, CONC. PUMPHOUSE, WOOD SHED & ALUM. SIDING ADDITION (TO BE REMOVED) 2-19-99 FD PUNCH IN 3" ALUM. DISC IN 6 x 6' PUGET POWER MON ALUM. DISC IN CONC MON. 1` '�38�r„ (1323.45 ) (1325.28') 8 9 _ 13 FIRE MAIN EASEMENT PER R - 0.00' �, — C 1 ` 2-19-99 FD. PUNCH REC NO 8407260401 Q= 48'56'55" ,�' —+�_ i— `� IN 3 BRASS DISC % A / IN CASED CONC MON � L = 111.06' � -- \ \S, �`.\ L 0 T C / � /'� B , � � CITY OF RENTON #71 \\ 164.060 Su F T p /� �`' , `I ' Z NO. 57 NAD '83'91 \ y / /, 240 �2 0 ' N 186452.87 09 sue\ \ �, `�\ ` 3.77 ACRES ���o /,' °4A.g$"W ��` E 1306190.40 /CIO _ �Q\ v \� ` �OJ / / ROADWAY & UTILITY I� Z � EASEMENT PER REC. ` NO. 6317510 CURVE TABLE Q9 \ `� `� / 6 �/ tQiv / AA R = 1388.68" Q 1� /�6 QQ• 3 -Ir i 6 = 041426" \� k. `� \� / .' ? Q i L = 102.78' E \ `� R = 100.00' / �:' ? O (� o = 91-48'51' j,' AZ pQ OB R = 1388.68' L = 160.25/ / �O`3,' Q n = 01''25'48' L = 34.66' Q•p\ 1'' / �a'� mS/ / C S84°10'38"E 102.40' N82`4 - 20' WIDE PRIVATE EASEMENT FOR OD N46°52'27"E 292.73' S43-47'07"E 9 09-W INGRESS. EGRESS & UTILITIES FOR / 119.14' 85.74 THE BENEFIT OF LOT A OF EO S46°52'27"W 22.00' - 1 STORY BRICK LUA-98-176-LLA � - ADDITION \ NEW 26' WIDE INGRESS & EGRESS EASEMENT TO BENEFIT LOTS A. B & D LEGEND FD MONUMENT AS NOTED FD REBAR & CAP LS #32429 a♦ SET REBAR & CAP. LS # 24737 (XXX) DENOTES RECORD DIMENSION PER LUA-98-176-LLA EVELOPr.." . PLANK:: CITY OF RENTON RECEIVE.- SURVEY FOR PUGET WESTERN, INC. SHORT PLAT RENTON KING COUNTY WASHINGTON Drawn by Date Job No. RHT 9-9-99 99036.02 q, �f Checked by Scale Sheet 2 of 2 v1�'= ck WAH 1" 100' y z' A PTN. OF TRACT 6. LAKE WASHINGTON SHORELANDS. IN THE N. 1/2 OF THE N.W 1/4 OF SEC 8 AND THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 5, ALL IN T 23 N- R. 5 E . W M.. CITY OF RENTON, KING COUNTY WASHINGTON L TOTAL SITE AREA -- 17.10 ACRES. EXPIRES 31171 0 LUA- -SHPL LND- --op ':�-t — -1 - ( 3 + (-4) � 7 47 ./ ./ DESCRIPTION: PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 98-176, RECORDED IN KING COUNTY, WASHINGTON UNDER RECORDING NO. 9902019014. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS REFERENCED BELOW TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND. NOTES: 1. FIELD SURVEY PERFORMED FEBRUARY 19, 1999 BY GROUND TRAVERSE WITH WILD TC1010 TOTAL STATION; LEVELS OF PRECISION OBTAINED EXCEED THOSE SET FORTH IN WAC 332-130- 090. 2. BASIS OF BEARINGS: LINE BETWEEN CITY OF RENTON MONUMENTS 57 AND 71 BEARING NORTH 89033'15" WEST AS SHOWN HEREON. MERIDIAN: NAD 83/91. SURVEYOR'S CERTIFICATE �toA A. NIc �V. ws so This map correctly represents a survey made by me or under 3`.�ktjc�,-r my direction in conformance with the requirements of the Survey Recording Recording Act at the request of 247 �- Z6 - 0 0s..�. Certificate No. 24737 —'AL O EXPIRES L17/_9 BRH BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. E. (206) 323-4144 SEATTLE, WA 98102-3513 DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT OF AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. SOUTHPORT, L.L.C., A WAS H.NGTON LIMITED LIABILITY COMPANY BY: XTMME' CHRIST ITS: MEMBER STATE OF WASHINGTON COUNTY OF 111146[ SS ON THIS 2b'* DAY OF jMt0W_y , 2000, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED MICHAEL CHRIST, TO ME KNOWN TO BE A MEMBER OF SOUTHPORT, L.L.C., THE COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID COMPANY, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL THERETO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITTEN. YGNATURE OF NOTARY PUBLICdP '��•�����•, PRINTED NAME OF NOTARY �dvoT,4 DATED MY APPOINTMENT EXPIRES '�•. ;Is KING COUNTY ASSESSOR EXAMINED AND APPROVED THIS/sr DAY OF TA A/ , 2000 A.D. of C . t t /61. /b/. r/ l� KING COUNTY ASSESSOR J tr /y EXAMINED AND APPROVED THIS , .~� tip DAY OF jt?_N, , 2000 A.D. 1c— ,► 1 "A Lam/ i c AUDITOR'S OR RECORDER'S CERTIFICATE Filed for record this day of , 2000 at M. in Book of Surveys at page at the request of BUSH, ROED & HITCHINGS, INC. COUNTY AUDITOR OR DIVISION OF RECORDS & ELECTIONS INISMA OR OF PY;ANNZNG BUILDING/PUBLIC WORKS i - - County Auditor or Superintendent of Records SURVEY FOR: SECO DEVELOPMENT, INC. SOUTHPORT SHORT PLAT RENTON KING COUNTY WASHINGTON Drawn by Date Job No. RHT 9-9-99 99036.02 Checked by WAH I NONE Scale Sheet 1 of 2 A PTN. OF TRACT 6, LAKE WASHINGTON SHORELANDS, IN THE N. 1/2 OF THE N.W. 1/4, OF SEC. 8, T. 23 N., R. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON TOTAL SITE AREA = 17.10 ACRES. LUA-99-134-SHPL (0C,_l LND-20-0256 5m INNER HARBOR LINE CONC. BLOCK BULKHEAD WOOD DOCKS & CORRUGATED IRON BULKHEAD `2o. WOOD BULKHEAD \ INTAKE EQUIPMENT ON CONC. SLAB — h� 4 \ �!�'' 1 - STORY WOOD "I[y — FRAME BLDG. PORTIONS OF CONC. BUNKER AND PUMPHOUSE BELOW FUTURE FINISH GRADE TO BE USED FOR UTILITY & DRAINAGE FACILITIES N43°10'52"W 34.95' G�\ '/ 5 .7 �•�, / 4p v 9S4334.93E ' , h v u': O S. LOT 2 \ ° 96,607 SO. FT. 2.22 ACRES LOT 1 187,460 SO. FT. 4.30 ACRES N86°56'54"E S48°48'36"W 225.63' 62.73' qp 305.06' 25" 41 \ . S84°� W 52 . io SEE DETAIL ABOVE o LOT 4 296,821 SO. FT. 6.81 ACRES 1 - STORY WOOD FRAME BLDG. 12-2-99 FD. PUNCH DI 1-1/4" BRASS DISK IN CONC. FENCE FOOTING BRH BUSH, ROED & HITCHINGS, I14C. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. E. 4206) 323-4144 SEATTLE, WA 98102-3513 1 - STORY BIUCK ADDITION DETAIL <. N.T.S. PORTIONS OF CONC:. BUNKER, CONC. PUMPHOUSE, DRAINAGE AND UTILITY EASEMENT RESERVED FOR THE USE OF LOTS 1, 2, 3 AND 4 HEREON 100 50 0 100 200 SCALE IN FEET WOOD SHED & ALUM. SIDING ADDITK)N ABOVE 2-19-99 FD. PUNCH IN 3" FUTURE FINISH GRADE TO BE REMOVED ALUM. DISC IN 6" x 6" PUGET POWER MON. —\ PRIVATE EASEMENT FOR DIGRESS, EGRESS & UTILITIES FOR THE BENEFIT OF LOT A & C OF LUA-98-176-LLA, THE USE OF WHICH 2-19-99 FD. PUNCH IN 3" IS EXTENDED TO LOTS 1, 2 AND 4 UPON RECORDING OF THIS SHORT MON.. PLAT. ALSO EASEMENT FOR GAS & ELECTRIC LINES AND ACCESS PUGET POWER I ALUM. DISC IN x & MAINTENANCE ROAD, PER REC. NO. 9902264178 _ - 2-19-99 FD. PUNCHED 3" ALUM. DISC W CONC. MON. FIRE MAIN EASEMENT PER R 130.00' � - - REC. NO. 8407280401 6 = 33°40'59" LOT 3 L = 76.42/, 164,060 SO. FT. B /, //'l� \ 3.77 ACRES ��J //,i S °443a 75 T' = 100' 2-19-99 FD. PUNCH ROADWAY EASEMENT IN 3" BRASS DISC PER REC. NO. 6201854 IN CASED CONC. MON. �1 CITY OF RENTON #57 NO. 71 NAD '83'91 N 186463.14 E 1304865.19 - N89°33'15" W - - , - N88°48/48"W 959.35' --,5,-, 1325.24' S p 4 - 9A33' �48 (1323.45') (1325.28')2-19-99 FD. PUNCHIN 3" BRASS DISC IN CASED CONC. MON. CITY OF RENTON #71NO. 57 NAD'83'91 0N 186452.87 E 1306190.40 ROADWAY & UTILITY Z' EASEMENT PER REC. y NO. 6317510 kQ �CURVE TABLIN R = 100.00' 20' WIDE PRIVATE EASEMENT FOR S43°47'07"E N82°49'09"W �' INGRESS EGRESS & UTILITIES FOR 119.14' 85.74' THE BENEFIT OF LOT A OF LUA-98-176-LLA NEW 26' WIDE INGRESS, EGRESS & UTILITY EASEMENT TO BENEFIT LOTS 1,2&4 3 ,l . AO R = 1388.68' t ��� o I= 04°14'26" -" Q L = 102.78' AZ v/ OB N46°52'27"E 292.73' (w ' CO S46°52'27"W 22.00' THIS PROPERTY IS SUBJECT TO AGREEMENTS RELATING TO RAILROAD TRACKS RECORDED UNDER KING COUNTY RECORDING NOS. 3204562, 3352228 AND 3352229. NOTE PURSUANT TO AGREEMENT WITH THE CITY OF RENTON, CAPPED REBARS WILL BE SET AT THE POSITIONS SHOWN HEREON UPON COMPLETION OF CONSTRUCTION. STREET ADDRESS TABLE LOT 1 1053 LAKE WASHINGTON BLVD. N. LOT 2 1083 LAKE WASHINGTON BLVD. N. LOT 3 1133 LAKE WASHINGTON BLVD. N. LOT 4 1101 LAKE WASHINGTON BLVD. N. SURVEY FOR: LEGEND Q5 FD. MONUMENT AS NOTED O FD. REBAR & CAP, LS #32429 REBAR & CAP, LS # 24737 TO BE SET (XXX) DENOTES RECORD DIMENSION PER LUA-98-176-LLA SECO DEVELOPMENT, INC. SOUTHPORT SHORT PLAT RENTON KING COUNTY WASHINGTON Drawn by Date Job No. RHT 9-9-99 99036.02 Checked by WAH I 1" = 100' Scale Sheet 2 of 2 A PTN. OF TRACT 6, LAKE WASHINGTON SHORELANDS, IN THE N. 1/2 OF THE N.W. 1/4, OF SEC. 8, T. 23 N., R. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON TOTAL SITE AREA = 17.10 ACRES. LUA-99-134-SHPL LND-20-0256 -`��-/3 N IVV[�. mi-011 mapts-are cull pllt:u 1rum U111cidi nt�(;urub and Field Surveys. They are produced for reference use on y and no warranty is expressed or implied. '100 A I oot 110t —1 ISO 109 09 g, .b, IJ (A 319 100 tC.97 Uj (3) —A 8, 0.0 A c. 318 T, L, 55 2S Z- Z '70 GENE COULO NRIA� 10 1<1 00 2 CID 1F 2 350 3 01 31 . . ............. 11 16 3 2 21 < 161E A C H 1�/JP A R k\\\ Ilk 4 29 6 0 P T T. i.. L-J I 7\ 60 __''TRACT 6 PAR�l 312 1 313 1P 200 \> ------- CO G1 �'0- h,) Sur 0 19 X 0 Z- C1 C r h n ''g e SOUR OR 301+ (0 30) A 0 Gov /t JC3,67 Q, A %P. 5, iD. L co1 7 1\ A RATE LIMIT Uv Nee CORPO N F?ENT:)N L A T U vii A S H Y B (former) 52 183.167 8o8.72 INNER HARBOR LINE A A �7 1 :700 — 2, S� 0\ 13 -.1 / . . -.1 Q) P0, {II MgR1RA -A 141` It CP % Ill ' � �t,, 160 b 0 co Lr) A'11 11 "A 35 jo 6,Z NC) 93 150 1'{ �' , 1. 1,11, C. �A k t4 G1 0 t4 ",SUB 7�A 178 A CP Gov't Lot 2 TL 113 7 770 Acres 0 014 0/ 7Z C > OPAL FIC A6R.\, 19D -M M z Do . C 0 -G,04't Lot 3 o 6KD ti SAL Co. S CD A 01 L Lrl 7 -0 M ,Z 76 0 , POR < Uj! > IR, t^ ,� \ MOCKUP 64L)G Ln 36 V) 6.84 ACRES -33 --- TLJ Q, 73 (� 1 z O O �OmJNISrRATION BLDG. ItAC CiN *SEC Iz> N. 8TH S T. (FORMER 87P AVE. N-) V A A LU 16 ................. Ij O SECO DEVELOPEMENT 11009 NE 11th STREET BE BELLEVUE, WASHINGTON 98004 LU CNJ 11 co 3"C -C LLJ cm CO2 C.9 eV CO3 Q Rlr, Ap rR O £c a SO Not o CL CO) Pill g' ,qg �gg FM NOW,, Nkl co a: MISS;, NO, DATE REVISION Nil P` SHEET TITLE NEIGHBORHOOD DETAIL MAP NA JOB NO.: LPL DRAWN: NLC CHECKED: 3-25-99 DATE: SHEET- 116, 1 OF 1 Z-V I k �/--% /?/,i 1 -7 /1- /", �