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HomeMy WebLinkAboutLUA00-090 - Large Format. ae NOATH QUARTER CORNER SECTION 19 4. 40 . TWP. 23N., AGE.5E.,W.M. FOUND MON IN CASE 1100.36' ¢ HARDIE AVENUE S.W. gf ace s ie OT , 2 PB P E C I A L EX C E P T I O N S OF ‘S A I D . “R E P O R T .= “9 B . “P A R A G R A P H S 4, 2, 3, 4, 5 AN D 6 PE R T A I N 70 GE N E R A L TA X E S SP E C I A L | TA X E S , CO N S E R V A T I O N (C O N ) SE R V I C E CH A R G E , (3 ) UN P A T E N T E D MI N I N G CL A I M S , -{ b ) “R E S E R V A T I O N S OR EX C E P T I O N S IN HO R I Z I N G TH E IS S U A N C E TH E R E O F , ~( c ) . IN D I A N TR E A T Y AB O R I G I N A L RI G H T S , IN C L U D I N G . BU T NO T LI M I T E D TO , EA S E M E N T S {d ) WA T E R RI G H T S , CL A I M S OR TI T L E TO PA T E N T S OR -I N AC T S AU T - OR EQ U I T A B L E SE R V I T U D E S ; OR . WA T E R , WH E T H E R OR NO T {¢ AR E SH O W N BY TH E PU B L I C RE C O R D S . TI T L E TO AN Y PR O P E A T Y BE Y O N D LI N E S OF TH E LA N D EX P R E S S L Y DE S C R I B E D HE R E I N , OR TI T L E TO ST R E E T S , RO A D S . AV E N U E S , LA N E S , WA Y S OR WA T E R W A Y S ON WH I C H SA I D LA N D AB U T S , OR TH E RI G H T TO MA I N T A I N VA U L T S , TU N N E L S , RA M P S OR AN Y OT H E R ST R U C T U R E OR IM P R O V E M E N T ; OR AN Y PR O P E R T Y RI G H T S OR EA S E M E N T S AR E EX P R E S S L Y AN D SP E C I F I C A L L Y SE T FO R T H IN TH E LA N D DE S C R I B E D HE R E I N AN D AR E NO T DI S C L O S E D BY TH I S SU A V E Y . 3. PR O P E R T Y SU B J E C T TO TH E RI G H T TO ER E C T , MA I N T A I N , ‘R E P A I R , RE B U I L D , OP E R A T E . AN D PA T R O L ON E OR MO R E TR A N S M I S S I O N LI N E S AN D AP P U A T E N A N C E S OV E R , UP O N , UN D E R , AN D AC R O S S PO R T I O N S OF TH E PR O P E R T Y , HE R E I N DE S C R I B E D UD I T O R ' S FI L E NO S . 31 6 3 6 9 2 , 31 5 8 5 4 1 . 31 6 5 2 5 4 , 31 7 6 5 1 4 , 31 9 6 0 4 5 , 31 7 1 4 1 2 , US D C 90 , AN D MO D I F I E D BY IN S T R U M E N T S UN D E R AU D I T O R ' S FI L E NO S . 36 6 4 5 5 9 AN D 36 6 4 5 6 0 AN D RE C O R D I N G NO . 72 1 0 3 0 0 1 1 7 AN D IS DI S C L O S E D ON TH I S SU R V E Y . (P A R A G R A P H 7) 4. PR O P E R T Y SU B J E C T TO GU Y WI R E TA A N S M I S S I O N LI N E EA S E M E N T DE S C R I B E D IN IN S T R U M E N T UN D E R AU D I T O R ' S FI L E NO . 33 4 4 6 5 0 AN D IS DI S C L O S E D ON TH I S y - IN IN S T R U M E N T S UN D E R A SU R V E Y . (P A R A G R A P H 8) ON TH I S SU R V E Y . (P A R A G ' ! MEASURE SH A T T U C K ST R E E T AN D 9T SU R V E Y . (P A R A G R A P H 40 . 7. PR O P E A T Y SU B J E C T TO DI S C L O S E D ON TH I S SU A V (P A R A G R A P H 43 ) (P A R A G R A P H 14 ) N 04 °23'413"E TH E MA T T E R S EX C E P T E D UN D E R (8 ) , {b ) . (c ) . RI G H T S OR EA S E M E N T S TH E R E I N UN L E S S SU C H PR O P E R T Y SU B J E C T TR A N S M I S S I O N AN D DI S T R I B U T I O N LI N E RE S E R V A T I O N OR EA S E M E N T DE S C R I B E D IN IN S T R U M E N T UN D E R AU D I T O R ' S FI L E NO . 56 7 4 3 0 5 AN D IS DI S C L O S E D RA P H 9) 6. PR O P E R T Y SU B J E C T TO TE R M S AN D CO N D I T I O N S OF ST R E E T VA C A T I O N OR D I N A N C E NO . 20 5 1 BE I N G SU B J E C T TO EX I S T I N G SE W E R IN S T A L L A T I O N S WI T H I N VA C A T E D H AV E N U E SO U T H . TO TH E BE S T OF HA R S T A D CO N S U L T A N T S KN O W L E D G E , AL L SA N I T A R Y SE W E R MA I N LI N E S WI T H I N SU B J E C T PR O P E R T Y AR E SH O W N ON TH I S SU R V E Y , AN D OR D I N A N C E NO . 20 5 1 IS NO T DI S C L O S E D ON TH I S ) A SE A T T L E CI T Y LI G H T CR O S S I N G PE R M I T WI T H I N A 35 0 FO O T WI D E CO R R I D O R ; TH E LO C A T I O N OF SA I D CR O S S I N G PE R M I T IS NO T DE F I N E D IN WA R R A N T Y DE E D UN D E R AU D I T O R ' S FI L E NO . 56 8 7 6 1 7 AN D IS NO T EY . (P A R A G R A P H 41 ) 8. PR O P E R T Y SU B J E C T TO SA N I T A R Y SE W E R EA S E M E N T DE S C R I B E D IN IN S T R U M E N T UN D E R AU D I T O R ' S FI L E NO . 66 3 1 8 0 4 AN D PA R T I A L L Y RE L E A S E D AS DE S C R I B E D IN AI N S T A U M E N T UN D E R RE C O R D I N G NO . 94 0 6 1 3 0 3 3 4 . TH E PA R T I A L L Y RE L E A S E D EA S E M E N T AR E A EX T E N D S FR O M TH E NO R T H ED G E OF SO U T H RE N T O N PL A C E NO R T H E A S T E R L Y TO TH E PO I N T AP P R O X I M A T E L Y 30 FE E T SO U T H OF TH E SO U T H W E S T CO R N E R OF TH E MO S T EA S T E R L Y BU I L D I N G OF TH E SU B J E C T PR O P E R T Y , TH E N NO R T H PA R A L L E L WI T H SA I D WE S T E R L Y ED G E OF SA I D BU I L D I N G , TH E N NO R T H E A S T E R L Y 13 0 FE E T TO TH E EN D OF TH E SA N I T A R Y SE W E R . TH E SA N I T A R Y SE W E R WI T H I N TH I S RE L E A S E OF EA S E M E N T AP P E A R S TO BE AC T I V E AN D IS DI S C L O S E D ON TH I S SU R V E Y . (P A R A G R A P H 12 ) 9. PR O P E R T Y SU B J E C T TO WA T E R LI N E EA S E M E N T DE S C A I B E D IN IN S T R U M E N T UN D E R AU D I T O R ' S FI L E NO . 66 3 1 8 0 5 AN D IS DI S C L O S E D ON TH I S - S U R V E Y . — 10 . PR O P E R T Y SU B J E C T TO EL E C T R I C TR A N S M I S S I O N LI N E DE S C R I B E D IN IN S T R U M E N T UN D E R RE C O R D I N G NO . 82 0 8 2 7 0 3 5 9 AN D IS DI S C L O S E D ON TH I S SU R V E Y . 44 . PR O P E R T Y SU B J E C T TO ST O R M DA A I N SY S T E M EA S E M E N T DE S C R I B E D IN IN S T R U M E N T UN D E R RE C O R D I N G NO . 86 1 2 0 3 1 4 3 7 AN D IS DI S C L O S E D ON TH I S SU R V E Y . (P A R A G R A P H 15 ) 12 . PR O P E R T Y SU B J E C T TO FI R E MA I N AN D HY D R A N T SY S T E M EA S E M E N T DE S C R I B E D IN IN S T R U M E N T UN D E R RE C O R D I N G NO . 86 1 2 2 2 1 3 1 0 AN D IS DI S C L O S E D ON TH I S SU R V E Y . (P A R A G R A P H 41 6 ) 43 . SU B J E C T TO RO A D W A Y AN D PA R K I N G EA S E M E N T DE S C R I B E D IN IN S T R U M E N T UN D E R RE C O R D I N G NO . 86 1 2 3 4 1 8 8 0 AN D AM E N D E D RO A D W A Y AN D PA R K I N G EA S E M E N T DE S C R I B E D IN IN S T R U M E N T UN D E R RE C O R D I N G NO . 90 0 5 1 6 1 0 4 8 AN D IS DI S C L O S E D ON TH I S SU R V E Y . (P A R A G R A P H 41 7 ) SU R V E Y O R ' S CE R T I F I C A T E TH E UN D E R S I G N E D . BE I N G A RE G I S T E R E D SU R V E Y O R OF TH E ST A T E OF WA S H I N G T O N , CE R T I F I E S TO (i ) AM R E S C O CA P I T A L , L. P . , A DE L A W A R E LI M I T E D PA R T N E R S H I P , IT S TR A N S N A T I O N TI T L E IN S U R A N C E CO M P A N Y AN D (i i i ) RE N T O N VI L L A G E AS S O C I A T E S AS FO L L O W S : TH I S MA P OR PL A T AN D TH E SU R V E Y ON WH I C H IT IS BA S E D “M I N I M U M ST A N D A R D DE T A I L RE Q U I R E M E N T S FO R AL T A / A C S M L. JO I N T L Y ES T A B L I S H E D AN D AD O P T E D BY TH E AM E R I C A N LA N D SU C C E S S O R S AN D AS S I G N S , (i i ) WE R E MA D E IN AC C O R D A N C E WI T H TH E AN D TI T L E SU A V E Y S , ~ TI T L E _ A S S O C I A T I O N AN D TH E AM E R I C A N CO N G R E S S ON SU R V E Y I N G AN D MA P P I N G IN 19 9 7 AN D ME E T S TH E AC C U R A C Y RE G U I R E M E N T S FO R AN UR B A N SU R V E Y , AS DE F I N E D TH E R E I N . SP E C I F I C A T I O N S FO R TA B L E A. IT E M S 4, 2 3, 4, 6 7 (f a ) TH E AL T A / A C S M SU R V E Y M E N T S 41 9 9 7 . TH E SU R V E Y WA S MA D E ON TH E GR O U N D ON SE P T E M B E R 10 , 41 9 ) AN D TH E SU B J E C T PR O P E R T Y IS A TA U E RE P R E S E N T A T I O N OF VI S I O N AN D CO R R E C T L Y SH O W S TH E DE S C R I P T I O N AN D TH E LA LO C A T I O N AN D TY P E OF AL L BU I L D I N G S ST R U C T U R E S AN D OT H SI D E W A L K S , CU R B S , PA R K I N G AR E A S AN D SP A C E S AN D FE N C E S PR O P E R T Y , AN D AN Y OT H E R MA T T E R S SI T U A T E D ON TH E SU B U E EX C E P T AS SH O W N ON TH E SU R V E Y , TH E R E AR E NO VI S I B L E E OF WH I C H TH E UN D E R S I G N E D HA S BE E N AD V I S E D . CU R R E N T ST A T E ST A N D A R D S AN D AN D (c ) . 8 9, 40 , 44 AN D 43 OF 97 _ A N D _ F I E L D CH E C K E D JU L Y 41 3 , 41 9 9 8 TH E SI T E , BY ME OR UN D E R MY SU P E R - ND AR E A OF TH E SU B J E C T PR O P E R T Y , TH E IE R IM P R O V E M E N T S (I N C L U D I N G } SI T U A T E D ON TH E SU B J E C T CT PR O P E R T Y . AS E M E N T S ‘O R RI G H T S OF WA Y EX C E P T AS SH O W N ON TH E SU R V E Y , TH E R E AR E NO PA A T Y WA L L S AN D NO OB S E R V A B L E , AB O V E GR O U N D EN C R O A C H M E N T S (a ) BY TH E IM P R O V E M E N T S ON TH E SU B J E C T PR O P E R T Y . UP O N AD J O I N I N G PR O P E R T I E S , ST R E E T S . AL L E Y S , EA S E M E N T S , OF RI G H T S OF WA Y . OR (b ) BY ‘ TH E IM P R O V E M E N T S ON AN Y AD J O I N I N G PR O P E R T I E S , ST A E E T S , OR AL L E Y S UP O N TH E SU B J E C T PR O P E R T Y . TH E LO C A T I O N OF EA C H EA S E M E N T , RI G H T OF WA Y , SE R V I T U D E , AN D . OT H E R MA T T E R (A B O V E OR BE L O W GR O U N D ) AF F E C T I N G TH E SU B J E C T PR O P E R T Y AN D LI S T E D IN TH E TI T L E IN S U R A N C E CO M M I T M E N T NO . 86 7 5 6 6 , DA T E D AP R I L 17 , 19 9 8 , IS S U E D BY TR A N S N A T I O N TI T L E IN S U R A N C E CO M P A N Y WI T H RE S P E C T TO TH E SU B J E C T PR O P E R T Y , HA S BE E N SH O W N ON TH E SU R V E Y , TO G E T H E R WI T H AP P R O P R I A T E RE C O R D I N G RE F E R E N C E S , TO TH E EX T E N T TH A T SU C H MA T T E R S CA N BE LO C A T E D . TH E PR O P E R T Y SH O W N ON TH E SU R V E Y IS TH E PR O P E R T Y DE S C R I B E D IN TH A T TI T L E CO M M I T M E N T . TH E LO C A T I O N OF AL L IM P R O V E M E N T S ON TH E SU B J E C T PR O P E R T Y IS IN AC C O R D WI T H MI N I M U M ET B A C K , SI D E YA R D AN D RE A R YA R D LI N E S , PR O V I S I O N S AN D RE S T R I C T I O N S OF RE C O R D FO R HE SU B J E C T PR O P E R T Y RE F E R E N C E D IN SU C H TI T L E CO M M I T M E N T . ‘ TH E SU B J E C T PR O P E R T Y HA S DI R E C T AC C E S S TO AN D FR O M A DU L Y DE D I C A T E D AN D AC C E P T E D PU B L I C ST R E E T . EX C E P T AS SH O W N ON TH E SU R V E Y . TH E SU B J E C T PR O P E R T Y DO E S NO T SE A V E AN Y AD J O I N I N G PR O P E R T Y FO R DR A I N A G E , UT I L I T I E S , ST R U C T U R A L SU P P O R T TH E RE C O R D DE S C R I P T I O N OF TH E SU B J E C T PR O P E R T Y FO R M S OR IN G R E S S OR EG R E S S . A MA T H E M A T I C A L L Y CL O S E D FI G U R E . TH E CU R R E N T ZO N I N G OR D I N A N C E OF CA 1S AR T E R I A L CO M M E R C I A L ZO N E . TH E SU B J E C T PR O P E R T Y ME E T S TH E CU R R E N T ZO N I N G OR D I N A N C E RE Q U I R E M E N T S . EX C E P T AS SH O W N ON TH E SU R V E Y , NO PO R T I O N OF TH E PR O P : WI T H I N A SP E C I A L HA Z A R D AR E A , AS DE S C R I B E D ON TH E FL O CO M M U N I T Y IN WH I C H TH E SU B J E C T PA P O E R T Y IS LO C A T E D . ZO N E DE S I G N A T I O N OF AN Y AR E A SH O W N AS BE I N G WI T H I N FL ER T Y SH O W N ON TH E SU R V E Y LI E S OD IN S U R A N C E RA T E MA P FO R TH E TH E SU R V E Y CO R R E C T L Y IN D I C A T E S TH E OO D ZO N E AH AN D X. TH E PA R T I E S LI S T E D AB O V E AN D TH E I R SU C C E S S O R S AN D AS S I G N S AR E EN T I T L E D TO RE L Y ON TH E SU R V E Y AN D TH I S CE R T I F I C A T E AS BE I N G TR U E AN D AC C U R A T E . e y R H a t a vU V JE F F R E Y R. HA R S T A D RE G I S T R A T I O N NO . 13 7 3 4 ST A T E OF WA S H I N G T O N AU G US T 29 , 19 9 8 DA T E D : é : et : B- 1 5 - 4 = o) lw > qt Ww ei (a ) [o m <z ae Kn wo wt fo n AY SR 40 5 VI C I N I T Y MA P 4” " = 6 0 0 ' + JR H RE V I S E D SU R V E Y O R ' S CE R T I F I C A T I O N 7- 3 1 - 9 8 ] JR HA R S T A D Vv RE V I S E D A. L . T . A . SU R V E Y PE R AP R I L 17 , 19 9 8 TR A N S N A T I O N |7 - 1 0 - 9 8 ] JR HA R S T A D TI T L E IN S U R A N C E CO M P A N Y GU A R A N T E E S AN D AD D E D TW O WA T E R LI N E EA S E M E N T S DR A W N BY ; RE V I S I O N S DA T E | AP P R O V A L WE S T AN D 70 FE E T 08 \ at KO “AM REC. NO. 8911170364 PARCEL EXHIBIT Ex i t *c " / “U N D E R G R O U N D - “I N S T R U M E N T : “U N D E R RE C O R D I N G -N O 38 7 0 8 1 0 0 3 7 4 -A N D 38 ‘D I S C L O S E D ON . : TH I S ‘B U R V E Y . . ° < c A -P O A T I O N ‘O F . EA S E M E N T . WA S ‘M O D I F I E D BY IN S T R U M E N T * DE S C R I B E D AS “P A R T I A L “R E L E A S E ‘O F “E A S E M E N T ” QU N D E R RE C O R D I N G NO . "9 0 0 7 0 9 0 6 3 7 ‘A N D -1 5 ‘N O T LO C A T E D ON SU B J E C T - ‘P R O P E R T Y AN D ! IS NO T = AN O . 95 0 5 1 7 9 0 0 6 SS T A T E S “T H A T °7 DI S C L O S E D . ‘ (P A R A G R A P H -3 0 ) . SU B J E C T AL U CO V E N A N T S , “C O N D I T I O N S , - -R E S T R I C T I O N S . - “R E S E R V A T I O N S , as <t N O T “T H E IN T E N T OF “T H I S SU R V E Y “3 0 SH O W AL L EA S E M E N T S “O F RE C O R D . 80 NO T H I N G “F R O M HI S BU R V E Y WA S ge - = TH E N C E ‘N O R T H 77 °2 8 ° 2 6 " . EA S T AL O N G TH E ’ "S O U T H M E S T E R L Y SC I N E =O “S O U T H GR A D Y “W A Y , 2A “D I S T A N C E OF 20 3 . 5 5 FE E T : TO . A “T A N G E N T . ‘C U R V E © “T O TH E LE F T HA V I N G A RA D I U S OF 38 6 9 . 74 °F E E T ; ~ : ic LLL TH E ST A L L S WI T H I N LO T C4 . IF 50 % OF TH E ST A L L LI E S = =G I T = G R E A S E - AI N T E R C E P T O R TA N K FH - - F I R E “H Y D R A N T - WV - - W A T E R VA L V E WM H = " W A T E R MA N H O L E FH C - “F I R E HO S E CO N N E C T I O N “= W M - - WA T E R ME T E R -= P I V - - P O S T IN D I C A T O R VA L V E “D C V - = : D E T E C T O R “C H E C K VA L V E VA U L T “F V L T - — CO N C R E T E FI R E VA U L T =M L P - ME T A L LI G H T PO L E = LB - UN D E R G R O U N D LI G H T JU N C T I O N BO X _ . TB - _ UN D E R G R O U N D TR A F F I C JU N C T I O N BO X . = M W - - GR O U N D ‘W A T E R MO N I T O R CA P S TV - TE L E P H O N E VA U L T _C P - -C O N C R E T E PA D PV - PO W E R VA U L T ST T - ST E E L TR A N S M I S S I O N TO W E R TR V - . TR A N S F O R M E R VA U L T TJ B - TE L E P H O N E JU N C T I O N BO X TP - TE L E P H O N E PE D E S T A L > TM - -T E L E P H O N E MA N H O L E PB - PO W E R PU L L BO X PB X - PO W E R SW I T C H BO X PJ B - PO W E R JU N C T I O N BO X PM - PO W E R ME T E R ~G V - GA S VA L V E ‘S P - .S T A N D P I P E E ZO N I N G AR T E R I A L CO M M E R C I A L ZO N E (C A ) TH E SE T B A C K RE Q U I R E M E N T S FO R CA ZO N E (C I T Y OF RE N T O N OR D . NO S . 44 0 4 , 45 9 3 AN D 46 4 9 ) AR E LI S T E D AS FO L L O W S : A. FR O N T - ‘S T R E E T SE T B A C K : A MI N I M U M SE T B A C K OF TE N FE E T - I S RE Q U I R E D . TH E MI N I M U M SE T B A C K MA Y BE . RE D U C E D DO W N TO ZE R O FE E T (0 ° ) TH R O U G H TH E SI T E PL A N RE V I E W PR O C E S S PR O V I D E D TH A T BL A N K WA L L S AR E ‘N O T LO C A T E D WI T H I N TH E RE D U C E D B. RE A R AN D SI D E ~ IN T E R I O R SE T B A C K S : NO N E SH A L L BE RE Q U I R E D EX C E P T AS LI S T E D IN SP E C I A L RE Q U I R E M E N T S IN SU B S E C T I O N DI C . C. SP E C I A L RE Q U I R E M E N T S : IF A CA LO T AB U T S OR IS “Z O N E D -R - 4 , - A- 5 , - A- 8 , A- 1 0 , R- 1 4 OR RM — - 4 , “T H E N TH E R E SH A L L BE A FI F T E E N FO O T (1 5 ° ) AD J A C E N T ZO N I N G IS CO SO TH I S TO BE IN CO M P L I A N C E WI T H SE T B A C K RE Q U I R E M E N T S AS S U M I N G TH E R SO U T H SI D E OF TH E TH R I F T W A Y " =4 0 : L DA T U M : KI N G CO U N T Y AE R I A L SU R V E Y GE N E R A L NO T E S 1. WO R K PE R F O R M E D IN CO N J U N C T I O N : WI T H TH I S SU R V E Y UT I L I Z E D TH E FO L L O W I N G A. NI K O N TO T A L ST A T I O N MA I N T A I N E D TO “M A N U F A C T U R E R S SP E C I F I C A T I O N S B. FI E L D TR A V E R S E EX C E E D I N G RE Q U I R E M E N T S OF WA C - 3 3 2 - 13 0 - 0 9 0 SH O W N MA Y EX I S T ON TH I S SI T E . ON L Y TH O S ! TH E I R IN S T A L L A T I O N VI S I B L E AT TH E GR O U N D UN D E R G R O U N D UT I L I T Y LO C A T I O N S SH O W N AR E AP P R O X I M A T E ON L Y . UN D E R G R O U N D CO N N E C T I O N S AR E SH O W N AS ST A A I G H T LI N E S BE T W E E N SU A F A C E UN T I L I T Y LO C A T I O N S , BU T MA Y CO N T A I N BE N D S OR CU R V E S NO T SH O W N . SO M E UN D E R G R O U N D LO C A T I O N S SH O W N MA Y HA V e BE E N HA R S T A D CO N S U L T A N T S AS S U M E S NO LI A B I L I T Y RE C O R D S . 3. TH E SI T E IS SH O W N AS SU R V E Y E D ON SE P T E M B E R 41 0 , 19 8 9 7 AN D FI E L D CH E C K S : 4. SU B S U R F A C E AN D EN V I R O N M E N T A L CO N D I T I O N S WE R E NO T EX A M I N E D OR CO N S I D : A8 2 2 5. TH E NU M B E R OF PA R K I N G ST A L L S IN C L U D E S AN Y PO R T I O N OF A ST A L L LY I N G wi l e 6. FL O O D ZO N E AH AN D ZO N E X WE R E DE T E R M I N E D BY PL O T T I N G TH E ZO N E LI N E S MA N A G E M E N T AG E N C Y CO M M U N I T Y MA P S - NU M B E R S 53 0 3 3 C 0 3 2 B 8 D AN D 53 0 3 3 C 0 3 2 9 D DA T E D SE P T E M B E R 29 , 19 8 9 ; = 50 0 ° , TH E ZO N E LI N E S AR E AP P R O X I M A T E AN D HA V E NO T BE E N FI E L D SU A V E Y E D FO R VE R I F I C A T I O N . DE F I N I T I O N S +0 9 (U S U A L L Y AR E A S OF PO N D I N G ) : BA S E AR E A S DE T E R M I N E D TO BE QU T S I D E TH E 50 0 YE A R FL O O D PL A I N . LO T AR E A S ‘B U I L D I N G AD D R E S S E S 50 4 SO U T H GR A D Y WA Y RE N T O N , WA 98 0 5 5 60 4 SO U T H GR A D Y WA Y RE N T O N , WA 98 0 5 5 40 1 SO U T H GR A D Y WA Y | RE N T O N , WA 98 0 5 5 DI S C L O S E D ON TH I S SU R V E Y . {P A R A G R A P H °3 8 ) © 27 . : EA S E M E N T , NO R C O TH E N SE R V TI E S HS R C Oo t d aT OE C H E E D Sa n e TH E N C E ‘N O R T H E A S T E R L Y AL O N G SA I D CU R V E AN D SA I D -S O U T H E A S T E R L Y 16 . SU B J E C T . TO EA S E M E N T FO R CO M M U N I C A T I O N LI N E S , (T E L E P H O N E ) DE S C R I B E D PL A T BE I N G JO B NO . 97 0 3 8 OF HA R S T A D CO N S U L T A N T S : TH E AB O V E IF LI N E , AN - A R C DI S T A N C E OF 48 4 . 7 0 FE E T TH R O U G H A- C E N T R A L AN G L E OF WI T H I N LO T C4 , TH E ST A L L WA S CO U N T E D . CS E EA R L ee e cu e "U L E S MI T H I N SU B J E C T PR O P E R T Y AR E DI S C L O S E D ON TH I S SU R V E Y . 02 ° 4 4 ° 0 5 ° TO TH E NO R T H W E S T CO R N E R OF PA R C E L 4- D E S C R I B E D IN de a d , ae is ce i l Gi s h ic c h e n t ie s (P A R A G R A P H 34 ) ME M O R A N D U M OF LE A S E DE S C R I B E D UN D E R IN G CO U N T Y “R E C O R D I N G NO . : AS E N E N 28 . SU B J E C T TO DE E D OF TR U S T , SE C U R I T Y AG R E E M E N T AN D FI X T U R E FI L L I N G 96 1 0 3 1 0 8 5 3 ; PR O P E R T Y DE S C R I B E D IN IN S T R U M E N T UN G E R RE C O R D I N G Ae a ee e WI T H AL I G N M E N T OF LE A S E S & RE N T S OV E R TH E EN T I R E PR O P E R T Y AN D TH E N C E SO U T H 00 ° 3 1 ‘ ° 4 7 " EA S T AL O N G TH E WE S T LI N E OF SA I D PA R C E L 1 (P A R A G R A P H 24 SU B J E C T TO FA R T I A L RE L E A S E TO RE C O N V E Y A PO R T I O N OF SA I D PR O P E R T Y AN D IT S SO U T H E R L Y EX T E N S I O N , A DI S T A N C E OF 45 6 . 4 1 7 FE E T ; 24 ) DE S C R I B E D IN IN S T R U M E N T . UN D E R RE C O R D I N G NO . 95 1 2 2 8 1 7 6 4 WH I C H IS TH E N C E ‘N O R T H 68 ° 5 5 ' 5 2 " WE S T . A DI S T A N C E OF 46 . 5 6 FE E T : 18 . SU B J E C T TO A NO N - E X C L U S I V E AC C E S S EA S E M E N T DE S C R I B E D IN De ee ee s ea ae s TH E N C E SO U T H -0 4 ° 2 3 ' 3 7 " WE S T , A DI S T A N C E DF 24 7 . 7 8 FE E T TO TH E Te RE re Ma n e MO T E Le o ne Ge e ON 29 . "S U B J E C T 70 ME M O R A N D U M ‘D F LE A S E DE S C R I B E D IN IN S T R U M E N T UN D E R RE C O R D I N G SO U T H LI N E : OF SA I D LO T C: IN S T R U M E N T RE C O R D E D UN D E R RE C O R D I N G NO . 95 0 8 1 5 0 4 7 7 . TH E SA T ] TE DI S C I G S E D GN Gl i t e BU M N E T PA R I C R R E N oh n e ne n ep e d n a s s TH E N C E WE S T E R L Y , NO R T H W E S T E R L Y AN D NO R T H E R L Y AL O N G TH E % PO C A TI O N OF te e er a ac e l e oy as ne = CE O EC UA G E sa r e ¥ SO U T H E R L Y , SO U T H W E S T E R L Y AN D WE S T E R L Y LI N E OF SA I D LO T C TO TH E . 30 0 FE E T WE S T OF TH E SU B J E C T PR O P E R T Y AN D IS NO T DI S C L O S E D ON TH I S 3° ; SE S C A I B E D IN IN S T R U M E N T UN D E R RE C O R D I N G NO ’ SE T o z a i 5 2 0 AN D IS ee e or Wa a Ki r k e i ae DI S T OS E D ON TH E S SU W V E N =. “P A R N G A I P H 21 SI T U A T E IN TH E CO U N T Y OF KI N G , ST A T E OF WA S H I N G T O N . rg 49 . SU B J E C T TO A 40 FO O T WI D E EA S E M E N T FO R UN D E R G R O U N D EL E C T R I C oy : y By E T E N AE CO N G T R I C T E G Ue R I C N C E R DA RE L E O RT E ne ee e ee n aN 31 . PA R A G R A P H S 35 AN D 36 PE R T A I N TO UN R E C O R D E D LE A S E H O L D S , IF AN Y ; AI G H T S IN S T A U M E N T UN D E R RE C O R D I N G NO . 93 0 9 2 1 1 1 3 0 . TH E LO C A T I O N IS ON S T A L LE R UP D H . TR E CA N E S CA R E UO T te CE R A E I O TO EE I G M E he h e ’ - UN D E T E R M I N E D AS TH E EA S E M E N T WA S NO T DE F I N E D AN D IS NO T DI S C L O S E D FI X T U R E S AT TH E EX P I R A T I O N OF TH E TE R M S : RI G H T S OF HO L D E R S OF ea t ST ON - TH I S SU R V E Y . {P A R A G R A P H 23 ) VA R I O U S RE C O R D E D AN D UN R E C O R D E D FI N A N C I N G IN S T R U M E N T S IN C L U D I N G »® sO . SU E J E T 10 DE S L A A T I O N OF EO E FN FU T MA D L Y Oc c 4 n A T I O NP L , Us t h a t y LO t r h P M E R t a M S Ne St a r e , fu e l ae AS DE S C R I B E D IN IN S T R U M E N T UN D E R RE C O R D ! : IN T E R E S T S , WH I C H DO NO T PE R T A I N TO MA T T E R S DI S C L O S E D BY TH I S SU R V E Y . ea e = GA . % 24 . SU B J E C T TO DE C L A R A T I O N AN D AS S I G N M E N T OF PA R K I N G EA S E M E N T S es t e s a sg aX AS DE S C R I B E D IN IN S T R U M E N T UN D E A RE C O R D I N G NO . S0 0 5 1 7 4 0 9 6 So ae a r y AN D IS DI S C L O S E D ON TH I S SU R V E Y . (P A R A G R A P H 25 ) we ‘5 oe 5 | = 7 22 . SU B J E C T TO AN AG R E E M E N T RE G A R D I N G MA N A G E M E N T OF CO M M O N AR E A S Be s f : “4 Le e AS DE S C R I B E D IN IN S T R U M E N T UN D E R AE C O R D I N G NO . 90 0 5 2 9 1 3 7 4 . Lt 2 : Se . TH E EN T I R E SU B J E C T PR O P E R T Y TO G E T H E R WI T H TH E AD J A C E N T PR O P E A T Y : es ve n t = er Nd So De TO TH E WE S T IS IN C L U D E D WI T H I N SA I D AG R E E M E N T . (P A R A G R A P H 26 ) »o ? sc a OS A TA \ oF | v. Se "2 3 . PA R A G R A P H 27 DE S C R I B E S TH E RE L I N G U I S H M E N T OF AL L EA S E M E N T S es PN G 00 ? & 1A "S Po y \ ° KS EX I S T I N G , FU T U R E OR PO T E N T I A L , FO R AC C E S S , LI G H T , VI E W AN D AI A , Fy K © 'g ! it i e s 6" 7 AN D AL L RI G H T S OF IN G R E S S , EG R E S S , AN D RE G R E S S 70 , FR O M , AN D | ee e . 38 5 Sa y = Z ot s 3 ‘B E T W E E N TH E LA N D AN D PR I M A R Y HI G H W A Y NO . { (S R 40 5 ) AN D TA L B O T aE ao 7 RO A D SO U T H AS DE S C R I B E D UN D E R AU D I T O R ' S FI L E NO . 57 5 4 0 4 6 . \ . NE . - y TA L B O T RO A D IS AP P R O X I M A T E L Y 70 0 FE E T EA S T OF TH E EA S T LI N E AN D =) Ch e “o m Ps > SR 40 5 IS AP P R O X I M A T E L Y 35 0 FE E T SO U T H OF TH E SO U T H LI N E OF TH E et “h a 3 FO O S E 3 V -& SU B J E C T PR O P E R T Y RE S P E C T I V E L Y AN D IS NO T DI S C L O S E D ON TH I S = . of —f <2 on -¥ SI T SU R V E Y . (P A R A G R A P H 27 ) \N aN ge <s ay e PE oS SL A V S ew e 2 24 . SU B J E C T TO EA S E M E N T S SE T FO R T H ON LO T LI N E AD J U S T M E N T i Z G ~~ ak . gl e ae “~ : Pe PA I N , AN D NO . LL A - 0 0 1 - 8 8 RE C O R D E D UN D E R RE C O R D I N G NO S . 89 1 1 1 3 9 0 0 6 AN D NX : a ie x 7 ee n Fm ia n Go e s ~ ig i Z Ee e gs 90 0 4 0 9 9 0 2 9 . TH E EA S E M E N T S LI S T E D IN SA I D LO T LI N E AD J U S T M E N T aN 7 i ig SN T : * 7 WH I C H LI E WI H T I N SU B J E C T PR O P E R T Y AR E DI S C L O S E D ON TH I S G6 i , x Ly NS ox SU R V E Y . {P A R A G R A P H 28 ) T 0 NO - 27 . 0 BA p ey wl ag a = f° \J : RO A el 58 - 7 g | 7 “e s AI Re vy ML Ve e aT e ue f& 4 Ne a 5 (s i +4 5 7 Aa h ‘ ae BU I L D I N G RO O F LI N E 10 ° = y gf ~~ ; | | T T r a T T a 1] fo u n d a va y a ? oN - - HE S oy . SE T B A C K . IN ch s ! : po e 7 << é € AU .' 3 PA R K I N G | la t cr e = 45 pi n ae s Ae ® 5 Re 5 = ¢ no T E SS ye c o R O ™ wl “e e 7 He a r | . Fa = Ps PR O V I S I O N S BE L O W cn s e n e n ” 5 RL a m4 . 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NO . 62 0 8 2 7 0 3 5 9 € NO T E 1p ) Dw WY CU T S : B Pa py 42 ° WA T E R LI N E CU R E GU T T E R ” WV gy CR E E CO T T E R Ss ® 3 ° ™ ‘ eS al ra g * 44 ° 02 " , Se s * 18 ° SA N I T A R Y SE W E R SA N I T A R Y SE W E R Ss W 46 ° SA N I T A R Y SE W E R 18 ° Sa n i T a h y Se w e r ee ee ¢ SO U T H RE N T O N » VI L L A G E ta e : es us = | wt o — BE E NO T E 8 pa r v e w a y ( CO N C R E T E ” _ SI D E W A L K ML P _ M L P a DR I V E W A Y — ha n __ U 7 6 TE L E P H O N E ar e q Eu p Tk s SG fe BE D N 87 fa ™ 6B an t oF — th 86 6 s( 2 ag e a 19 K 00 ah wi e “ fe e 40 ° WI D E TE L E P ! . a8 a“ LE P H O N E €, RE C . NO . 87 0 8 1 0 0 3 7 5 nN a SE E NO T E 16 42 ° ST O R M SE W E R y a —— _ — us 3 S < BU I L D I N G AR E A S [S e eS a : te Ps yt TH R I F T W A Y BU I L D I N G 30 , 72 0 SQ . F T . TH R I F T W A Y . ; 2 RE T A I L ST O R E S 57 , 78 4 SQ . F T . y RE T A I L ST O R E S Mc D O N A L D S 2, 7 0 0 SQ . F T . 2 TO T A L 91 , 2 0 4 SQ . F T . Mc D O N A L D ' S oy ; w% * ee ad LO T C4 LO T c2 41 0 , 9 0 7 SQ . F T . + 19 9 , 0 5 3 SQ . F T . OR | OR 9. 4 3 3 2 AC R E S + 4. 5 6 9 6 AC R E S + HA R S T A D 20 2 4 W. La k e Sa m m a m i s n Pw y . NE @A e d m a n d , WA . 98 0 5 2 @ (2 0 6 ) 74 7 CO N S U L T A N T S CI V I L EN G I N E E R S @e LA N D SU R V E Y O R S RE N T O N VI L L A G E AS S O C I A T E S SH P - 0 0 - 0 8 8 LO T "c i " AL T A / A C S M LA N D T IT L E SU R V E Y se e C I T Y O F R E N T O N L O T L I N E = | e " A D J U S T M E N T N O . 0 0 1 - 8 8 EXISTING GRASS AREA LIBERTY PARK SS =. 12 0 ° hort a — i — Se s — EXISTING PARKING LOT \ \ \\ = f] —Z 0 l — \ Fe i 44 BS — SS \ EXISTING “ HOUSE . 100.86 aN = | | ry) ) 1 24 iil 4 § ica) K | } i EXISTING ? L |. ADIN // —_ “| s y Q0.5 NS ° ! . tk O, ar" ie 7, EXISTING ER ROOM ' | ke (UNDER QOOL DECK) ' 101.11 : @ WN as oe s FA BD | 0 Lal RIM=91.00 pe eS are > | as Sc | ] | be Ww = 1 a | ' JY Ges bes oes os fe wl V4 EXISTING 7 PUMP HOUSE oe z <x oy x 5401.06 W ey = NOTE: VERTICAL DATUM IS LOCAL Wim tce | 8” CO N C . | D TO CEDAR RIVER APPROX. 100” FROM PROJECT AREA TO TOP OF BANK gQ | ~y ~& 100.00 @ 101.08 Gr a y & Os b o r n e , DA T E : JU N E 20 0 0 =2 0 ' SC A L E : 1” DR A W N : N. F . H . 0 N S EX I S T I N G FL O O R DR A I N RI M EL E V . 91 . 0 LE . 89 . 0 0 , 8” LE , 89 . 0 0 , 8” 02 , 8" S fa ae NE W FL O O R DR A I N #2 RI M EL E V . 98 . 0 0 I. E . 92 . 0 2 , 8" N .— E . 9 NE W FL O O R DR A I N #1 RI M EL E V . 96 . 0 0 LE . 94 . 0 0 , 8” S LEGEND eee PROJECT AREA BOUNDARY — —=— DRAINAGE FLOW PATTERN @ 100.00 PROPOSED SPOT ELEVATION @ 100.00 EXISTING SPOT ELEVATION ——100—— PROPOSED CONTOUR —~-—{00-—-— EXISTING CONTOUR —— D —— PROPOSED STORM DRAIN GRADING AND DRAINAGE PLAN SCALE: 1°=20’ GRADING PLAN THE AMOUNT OF STRUCTURAL FILL NEEDED TO FILL THE BELOW GRADE AREAS IS APPROXIMATELY 2,340 CY. THE SOURCE OF THE STRUCTURAL FILL MATERIAL IS THE CITY OWNED HIGHLANDS ANNEX SITE. THE AMOUNT OF FILL NEEDED FOR THE BERMS TO TIE INTO THE EXISTING CONTOURS IS APPROXIMATELY 287 CY. DRAINAGE PLAN STORM _ PROFILE THE PROPOSED STORM DRAINAGE PIPING WILL UTILIZE THE EXISTING 8” POOL DRAIN OUTLET. THE STORMWATER FROM THE SKATE PARK Wli.l BE COLLECTED IN FLOOR DRAINS AT Thi€ TWO LOW POINTS ON THE SITE. THE NORTH DRAIN WILL CONNECT TO APPROX. 66 LI OF 8” PVC DISCHARGING TO THE SOUTH DRAIN. THE SOUTH DRAIN WILL CONNECT TO APPROX. 67 LF OF 8” PVC DISCHARGING TO THE EXISTING POOL DRAIN. THE &XISTING POOL DRAIN DISCHARGES TO THE CEDAR RIVER VIA 8” CONCRETE TILE PIPE. °OSED CONCRETE WALKWAYS WILL TO THE NORTH. JERATED FROM THE WALKWAYS SORBED IN THE EXISTING AND 2RASSED AREAS. STORMWATER OF STORMWATER GENERATED “ PROPOSED SKATE PARK ARE ‘* TO BE LESS THAN GENERATED BY RENT USE OF THE SITE. ANGES ARE ANTICIPATED IN THE CITY STORMWATER SYSTEM AS A THIS PROJECT. QUANT HES SCALE: H: {P= VE = fe) 1” 2" ——__——__| TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY z zz“ 5S 5 & oa -= ra <x z < <£ TT} ¥ < a +9) c Qa LL x a Go =: > > > Fz... 8 OSs @ «& Ww a om 2 z | FG SHEET: 2 OF: 2 JOB NO.: 00481 DWG: GRADE S A - 0 0 - 0 4 0 CO N S U L T I N G EN G I N E E R S 70 1 DE X T E R AV E N U E NO R T H SU I T E 20 0 SE A T T L E , WA S H I N G T O N 98 1 0 9 « (2 0 6 ) 28 4 - 0 8 6 0 CH E C K E D : D. J . M . DA T E | AP P D | | AP P R O V E D : K. E . E . RE V I S I O N No . LEGEND NOTES: ee —--P--- Power 1. Verity al! Cilitics grlar ig COmMENCuisent of work. we 2. Protect ali eXiai! geiiiia ™~ “END ulilities ty remelii. 3. All pool and batithou lities will be abandoned and Capped in accordance With City of Rex: ise uty > On Stuadards prior to commencement of skatepark construction. —--Ga- - -. Storm uSWer — — by -— — Sanitary Gower ' / . ! / —--W--- Water | Of? Power %u!. --—f—- ‘Telemetry Conduit ~--@--- Gas f Approximate High Water / Dex i 7 “2 ATV PA / / / _--o _ - a —_ an / — — 7-7 / 7 ge et ee ay Se ees ais i. / Pop | / | / \ i / SKATEPARK SITE / Refer Grading & Drainage Plan | i 1 for Propused Utilitles | | : i : / \ i) Prajews Lid Lie / oe = ee mes _ ee ee an : i a _ __ ~ ae TTT — HOTTIE 7. = vesad wast PEE EEL a anes LIBERTY PARK SKATEPARK EXISTING UTILITIES PLAN SCALE: 1" =.40' NORTH 29 Juna pr00 DEVELOPMEN LIBERTY PARK EXISTING ADIN O, 6" ir @ NG FILTER ROOM R POOL DECK) \ Qe S. No bam z 5 2 7 = a= RIM= 91.00 - 1.£E.=89.00 SCALE: 1" = 20' : De ed ieee eee, ie Laas SPSS ee i Nee on my ; I | | oo W 4 | t yz | t | a eee foe pe = V fe _ \ \ | EXISTING PUMP HOUSE wat ae fob | fe | L | st SECTION A-a toga jajerg tre N . ant 1 | a a [OE +102.00 WY VY — TT ees === SECTION B-b SECTION C-c +102.00 2102.00 ae v4 - i=l +102.00 WZ NZ ELS SECTION D-d +101.00 maaan MEST ee eae art |e me + ws AL ears ee Oe Oe ee — — [| | a Ta et: TT L cans come OE jae | fi + 7 | ICI | erie yt | | ai i | sa Ra L CEL amt ra <r i ‘SECTION E-e SECTION F-f SECTION G-g i “hi silt z ie Wt a . ae +102.00 cn iain a £101.00 £101.00 gett — £102.00 Z ~ + : ‘i aw pale 0 fee hw ' vi TTL PTY) |p | ST] | il | | eee eel ed i SITES iT (=e ee ee LOST TORS SECTION ‘i-h SCALE: 1/8" = 1'0" SECTION I-I EXISTING GROUND ELEVATION = +101.00 SKATEPARK PLATFORM ELEVATION = +102.90 REFER to SECTIONS for THESE ELEVATIONS. 29 June 2000 CAMDVHK y Al x z 3 ME A D O W ! A FA C T O R Y [* J bd a SE -AIRPORT. wy. ys ftucumlsy SITE NOTES Ar gL to wee EXISTING PARKING LOT lS: <ivicto EXISTING GRASS AREA +, &SMCTORIA =m PROJECT AREA BOUNDARY PROJECT AREA=28,185 SQUARE FEET ee < RENTON Hs y hs b2ND |. a & 163) TOTAL PARK AREA= 548,856 SQUARE FEET EXISTING SWIMMING POOL=7,200 SQUARE FEET EXISTING BATH HOUSE=2,450 SQUARE FEET EXISTING WADING POOL=576 SQUARE FEET EXISTING CONCRETE POOL DECK=17,959 SQUARE FEET EXISTING IMPERVIOUS SURFACE=28,185 SQUARE FEET PROPOSED SKATE PARK=8,175 SQUARE FEET PROPOSED CONCRETE WALKWAYS=1,905 SQUARE FEET . PROPOSED IMPERVIOUS SURFACE=10,080 SQUARE FEET . PERCENTAGE OF LOT COVERAGE=36% CO N S U L T I N G EN G I N E E R S 70 1 DE X T E R AV E N U E NO R T H SU I T E 20 0 SE A T T L E , WA S H I N G T O N 98 1 0 9 » (2 0 6 ) 28 4 — 0 8 6 0 4 mI L L I A N l s NV . (G G r a y & Os b o r n e , RE N T O N . “ AV ge “e iD Z. . n =~ S A - 0 0 - 0 9 0 . AREA OF PROPOSED LANDSCAPING=18,102 SQUARE FEET . ALLOWABLE BUILDING HEIGHT=50 FEET . PROPOSED BUILDING HEIGHT=NOT APPLICABLE (HIGHEST POINT = 6’ ABOVE GRADE) . CA ZONE REQUIRES A MINIMUM SETBACK OF 10 FEET LIBERTY PARK FROM ARTERIAL STREET FRONTAGE PROPOSED SETBACK APPROX. 100 FEET FROM HOUSER WAY N. BG N S S © M N O D A U N SD - 20 "c E B A R 7, ) a uo °¥ , OH is | GR A N T _J A V . S S DA T E : JU N E 20 0 0 SC A L E : 1” DR A W N : N. F . H . CH E C K E D : D. J . M . THERE ARE NO ON-SITE WETLANDS OR STEEP SLOPES i N CHANGE OF USE IS NOT EXPECTED TO GENERATE 1G -ROOL: ADDITIONAL NEED FOR PARKING THAT IS NOT es - oo VICINITY MAP CURRENTLY PROVIDED NOT TO SCALE 19. PROJECT AREA IS APPROX. 100 FEET FROM THE CEDAR RIVER DA T E | AP P D ] | AP P R O V E D : K. E . E . THEREFORE A SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WiLL BE REQUIRED MODIFICATIONS TO EXISTING SITE EXISTING SWIMMING POOL TO BE FILLED RE V I S I O N EXISTING WADING POOL TO BE DEMOLISHED AND FILLED | EXISTING BATH HOUSE TO BE DEMOLISHED No . | EXISTING CONCRETE POOL DECK TO BE DEMOLISHED WADING EXISTING STAIRS TO FILTER ROOM TO BE DEMOLISHED AND x FILLED. FILTER ROOM TO BE FILLED \ ae we SON “B i n g “ | | EXISTING CHAIN LINK FENCE TO BE REMOVED OR C E T O OT E oe SS oa ee e | ‘ i ' a — pe e | SE Y |= pe oa aa eS ee N So R, x os 40 ) / ia l i PE S fa es eo es ( / ; ~ CONSTRUCTION NOTES ae ) a et are wi etn rene | f | dL “ ~\ rn ty | | ‘ | PROPOSED CONCRETE SKATE PARK LAYOUT 2 " , Ld i (MAX. DIMENSIONS 131’ N/S, 84’ E/W) | a hank : ll 06 - 0 9 - 0 1 —_ — . —_ t f i PROPOSED 3:1 SLOPE FROM CONCRETE SKATE PARK i TO GRASS AREAS (TO BE HYDROSEEDED) r pe EX P I R E S : EXISTING oN PUMP HOUSE a PROPOSED GRASS AREAS (TO BE HYDROSEEDED) PROPOSED CONCRETE WALKWAYS TO PARKING LOT (9’ WIDE) ee wy OO U O © PROPOSED DRAIN LINE TO EXISTING CATCH BASIN - | | WA S H I N G T O N | / , Vordtnary High Water Mark | / LOCATION MAP , SCALE: 1”=200’ SI T E PL A N SITE PLAN SCALE: 1”=20' CI T Y OF RE N T O N KI N G CO U N T Y LI B E R T Y PA R K SK A T E PA R K SHEET: 1 OF: 2 TWO INCHES AT FULL SCALE. JOB NO.: 00481 IF NOT, SCALE ACCORDINGLY DWG: SITE ME A D O W ] _A V FA C T O R Y At co aa x AIRPORT. wy . SITE NOTES bq RENO EXISTING PARKING LOT meme PROJECT AREA BOUNDARY EXISTING GRASS AREA PROJECT AREA=28,185 SQUARE FEET TOTAL PARK AREA= 548,856 SQUARE FEET EXISTING SWIMMING POOL=7,200 SQUARE FEET EXISTING BATH HOUSE=2,450 SQUARE FEET EXISTING GRASS AREA EXISTING WADING POOL=576 SQUARE FEET EXISTING CONCRETE POOL DECK=17,959 SQUARE FEET EXISTING IMPERVIOUS SURFACE=28,185 SQUARE FEET PROPOSED SKATE PARK=8,175 SQUARE FEET PROPOSED CONCRETE WALKWAYS=1,905 SQUARE FEET . PROPOSED IMPERVIOUS SURFACE=10,080 SQUARE FEET . PERCENTAGE OF LOT COVERAGE=36% . AREA OF PROPOSED LANDSCAPING=18,102 SQUARE FEET . ALLOWABLE BUILDING HEIGHT=50 FEET . PROPOSED BUILDING HEIGHT=NOT APPLICABLE (HIGHEST POINT = 6’ ABOVE GRADE) . CA ZONE REQUIRES A MINIMUM SETBACK OF 10 FEET FROM ARTERIAL STREET FRONTAGE . PROPOSED SETBACK APPROX. 100 FEET FROM HOUSER WAY N. THERE ARE NO ON-SITE WETLANDS OR STEEP SLOPES CHANGE OF USE IS NOT EXPECTED TO GENERATE ADDITIONAL NEED FOR PARKING THAT IS NOT CURRENTLY PROVIDED 19. PROJECT AREA IS APPROX. 100 FEET FROM THE CEDAR RIVER THEREFORE A SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WILL BE REQUIRED MODIFICATIONS TO EXISTING SITE CO N S U L T I N G EN G I N E E R S 70 1 DE X T E R AV E N U E NO R T H SU I T E . 20 0 SE A T T L E , WA S H I N G T O N 98 1 0 9 « (2 0 6 ) 28 4 - 0 8 6 0 Gr a y & Os b o r n e , ot ok es FU N AS L S M A N O A D A Y W N SO LIBERTY PARK _ ao a CH E C K E D : D. J . M . DR A W N : N. F . H . DA T E : JU N E 20 0 0 SC A L E : 1” = 2 0 ’ = ™ — & VICINITY MAP NOT TO SCALE DA T E | AP P D ] | AP P R O V E D : K. E . E . EXISTING SWIMMING POOL TO BE FILLED RE V I S I O N EXISTING WADING POOL TO BE DEMOLISHED AND FILLED EXISTING BATH HOUSE TO BE DEMOLISHED No . EXISTING CONCRETE POOL DECK TO BE DEMOLISHED EXISTING STAIRS TO FILTER ROOM TO BE DEMOLISHED AND FILLED. FILTER ROOM TO BE FILLED EXISTING CHAIN LINK FENCE TO BE REMOVED (2 ) Ce ) ) ©) CONSTRUCTION NOTES 06 - 0 9 - 0 1 PROPOSED CONCRETE SKATE PARK LAYOUT (MAX. DIMENSIONS 131’ N/S, 84’ E/W) PROPOSED 3:1 SLOPE FROM CONCRETE SKATE PARK TO GRASS AREAS (TO BE HYDROSEEDED) EX P I R E S : EXISTING PUMP HOUSE PROPOSED GRASS AREAS (TO BE HYDROSEEDED) PROPOSED CONCRETE WALKWAYS TO PARKING LOT (9’ WIDE) | | | | | | | | i | | PROPOSED DRAIN LINE TO EXISTING CATCH BASIN OO O O O Meee | TO CEDAR RIVER di APPROX. 100’ FROM ies PROJECT AREA To TOP OF BANK ©& © WA S H I N G T O N vonenaians High Water Mark i LOCATION MAP / SCALE: 1°=200’ SI T E PL A N SITE PLAN SCALE: 1°=20’ CI T Y OF RE N T O N KI N G CO U N T Y LI B E R T Y PA R K SK A T E PA R K SHEET: 1 0 1” 2” o: 2 TWO INCHES AT FULL SCALE. JOB NO.: 00481 IF NOT, SCALE ACCORDINGLY DWG: SITE SA-00-090 | i EXISTING GRASS AREA EXISTING PARKING LOT DEVELOPIYr\T ~@ 100.00 seme aero ene we ne ms ne CO N S U L T I N G EN G I N E E R S 70 1 DE X T E R AV E N U E NO R T H SU I T E 20 0 SE A T T L E , WA S H I N G T O N 98 1 0 9 (2 0 6 ) 28 4 - 0 8 6 0 104 Gr a y & Os b o r n e , LIBERTY PARK lo) P uj —_— 102 S| ol zz} =] wi Aq NC = 3 x 1s f) b, a .. wheal z}o.| 6 a 3; .]/ |] @ 5 #) 3) 2) §| 2 seeecaee seoeteces a n a [S) < a a a < a 98. E a ee 96 bon Zz fs) a > uJ a 6 Zz 101.09 EXISTING PUMP HOUSE —— yw Fa a 5491.08 — uy = ee ‘ = oO ee 8 = ‘o < x % a z z xe lQzw tjozun 212m TO CEDAR RIVER ee (2. Bla. ele. APPROX. 100 ae ~™ BLer nw |or |r? PROJECT AREA otot Olean “Co TO TOP OF Bank. 9 yes e Z8s 8 ZS z | E\aS8 ed bekots a [ok 5 <M A S| 2 ui |S uiui |Z ui 9 <« & , 22 == Z|e— z = a. Ww NTE : es mw Sg VERTICAL DATUM IS LOCAL i pad e z TT} x < GRADING AND DRAINAGE PLAN STORM PROFILE a o. -= SCALE: 1°=20° SCALE: H: 1°=20° 4 Vi 1"=2 Lu. x a wea : FE > LEGEND GRADING PLAN DRAINAGE PLAN 568 « z O Ww a oe g < PROGECH AREA BOUNDARY THE AMOUNT OF STRUCTURAL FILL NEEDED THE PROPOSED STORM DRAINAGE PIPING THE PROPOSED CONCRETE WALKWAYS WILL $ o faa TO FILL THE BELOW GRADE AREAS |S WILL UTILIZE THE EXISTING 8” POOL DRAIN BE SLOPED TO THE NORTH. STORMWATER S| — —e— DRAINAGE FLOW PATTERN APPROXIMATELY 2,340 CY. OUTLET. THE STORMWATER FROM THE SKATE RUNOFF GENERATED FROM THE WALKWAYS @ 100.00 PROPOSED SPOT ELEVATION PARK WILL BE COLLECTED IN FLOOR DRAINS WILL BE ABSORBED IN THE EXISTING AND , THE SOURCE OF THE STRUCTURAL FILL AT THE TWO LOW POINTS ON THE SITE. THE PROPSED GRASSED AREAS. ee betes? ea ie eh tT ee Bese eh ove BSG meee ae tae | QUANTITIES OF STORMWATER GENERATED _ _ ANNEX SITE. 66 LF OF 8” PVC DISCHARGING TO THE —100—— PROPOSED CONTOUR SOUTH DRAIN. THE SOUTH DRAIN WILL FROM THE PROPOSED SKATE PARK ARE ; SHEET; 2 ——100—— EXISTING CONTOUR THE AMOUNT OF FILL NEEDED FOR THE CONNECT TO APPROX. 67 LF OF 8” PVC EXPECTED TO BE LESS THAN GENERATED BY wt . . BERMS TO TIE INTO THE EXISTING CONTOURS DISCHARGING TO THE EXISTING POOL DRAIN. THE CURRENT: USE OF THE Site. No 0 1 2 OF: 2 —— D—— PROPOSED STORM DRAIN IS APPROXIMATELY 287 CY. re N DISCHARGES TO MAJOR CHANGES ARE ANTICIPATED IN THE Le lige Pada pugle EXISTING CITY STORMWATER SYSTEM AS A THE CEDAR RIVER VIA 8” CONCRETE TILE RESULT OTe PEOIE CT TWO INCHES AT FULL SCALE. JOB NO.: 00481 PIPE. " IF NOT, SCALE ACCORDINGLY DWG: GRADE SA-00-690 LIBERTY PARK fb EXISTING PUMP. HOUSE £101.00 Zag SECTION A-a £102.00 ; . pet = : | a a SECTION D-d 1 SECTION C-c # 102,00 AT RG { Lh #101.00, . #192,00 Ai : 101-08 J te ony hy a, i at 4 4 A re as og og gia! (hil , i : sees any 0) EES = | . ry ae - al I; bee UE ee UP | i t - LI Ty LI imi Ti I Tt TI ima LL LI ‘SECTION E-e SECTION F-f SECTION G-g £102.00 hs TH +101.00 £101.00 Call Ade x i +102.00 pepe | ==" | STE ITE =i E im ia TT ia CI in i SECTION I-I EXISTING GROUND ELEVATION = +101.00 SECTION H-h SCALE: 1/8" 1'0" SKATEPARK PLATFORM ELEVATION = +102.00 REFER to SECTIONS for THESE ELEVATIONS. 29 June 2000