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HomeMy WebLinkAboutLarge FormatN PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. Oz se Y U 0 U m di 3 O 2 a N G_ 00 4i Co._ Q)( 1 , I I I S I 1 c a c-) (c) P,, IV- cep \ I I \` ('V�1'6N c' 1 , z - - -J' mm�— jjf �� r ' ssMH 3 RIM=266.0 » 1 \ IE=253.0, (-A I CD }j\ 01> I im z 0 cn w \\ \\ \\ \\ \ IIII 1 P1 2P Lr3 ----_ — \ -1 1 I SSMH 2 4 IM- 52 5 f VAULT SIZING INFORMATION AND ASSUMPTIONS: \ \ 1 I 0.0, VAULT 8" VAULT IS SIZED FOR BOTH WILSON PARK & DIV. 2 1 i ( i ASSUMING LOT COVERAGE RESTRICTIONS: _ S USIN G v. .. ... • 3;300 t =SQ °FEET" PER ; LDT 'AS= 'MAXIMUM COVERAGE f \ V0 1 I 1 1 25 \ S OS CREEK WAVER \ \ \ 1 1 1 1 A D SEWER DISTRICT I \ \ IIII I I W TER SYSTEM ccv (—n; v 4° 7-19 s I - \ SIDE SEWER VAULT SIZING Imo, i I TYP I A�+ m LIVE STORAGE (DETENTION): 110'X22'X20.90' 45,980 CU. FEET DEAD STORAGE: QUALITY WATER �\ 1 ( ) I I 11 1 10 X 2 2 X 6 ° II 'l 13,176 CU. FEET—o Q e C 15 SIDE SEWER AS �E T CB 1 , TYPE 1 RIM=214.50 I I I i 7 I E= 21 1. 5Q 1 I I \ I E 11 IE=212.006 \,4p S�MH CD IE 211.1 ~= CD SOUTH 55th STPEET Ou CONNECT T I TING SEWER ' % ,D `I fPE\& 1 . TYPICAL 2 LOCATIONS ,Y c CB#2, TYPE 2` 54 RIM=234.00 IE=213.60, 12" 0 RIM=235. COIE=227.0, 8" u CA — 1 t 1� J2'�S CA CA C CA i Cf . /'K-601 a NOTE: EXISTING UTILITY L❑CATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRI❑R TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES N❑ RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATI❑N. CALL BEFORE YOU DIG: 1-800-424-5555 TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY OWNER,, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ITS ACCURACY. ROAD GRADE=247.0 ROAD GRADE=237.0 VAULT SECTION NOT TO SCALE z O w U U) w 0 w Q 0 111111111 F- U w O City of Rentc � Planning Divisioi DATE 0 30 60 90 JOB NO. SCALE: 1'= 30' DWG No. 6d 61 1� C-1 1''_7 � S 1 F 1 0 m � 0 w Y U Lu U m z 0 cn �J Nr } J m 0 0 w z U) Lu 0 z o J o Z C) O w n x asa N O O V 6 ry W W (� m Q O a_Q ct � NQ LL 0 F - z w I im z 0 cn w \\ \\ \\ \\ \ IIII 1 P1 2P Lr3 ----_ — \ -1 1 I SSMH 2 4 IM- 52 5 f VAULT SIZING INFORMATION AND ASSUMPTIONS: \ \ 1 I 0.0, VAULT 8" VAULT IS SIZED FOR BOTH WILSON PARK & DIV. 2 1 i ( i ASSUMING LOT COVERAGE RESTRICTIONS: _ S USIN G v. .. ... • 3;300 t =SQ °FEET" PER ; LDT 'AS= 'MAXIMUM COVERAGE f \ V0 1 I 1 1 25 \ S OS CREEK WAVER \ \ \ 1 1 1 1 A D SEWER DISTRICT I \ \ IIII I I W TER SYSTEM ccv (—n; v 4° 7-19 s I - \ SIDE SEWER VAULT SIZING Imo, i I TYP I A�+ m LIVE STORAGE (DETENTION): 110'X22'X20.90' 45,980 CU. FEET DEAD STORAGE: QUALITY WATER �\ 1 ( ) I I 11 1 10 X 2 2 X 6 ° II 'l 13,176 CU. FEET—o Q e C 15 SIDE SEWER AS �E T CB 1 , TYPE 1 RIM=214.50 I I I i 7 I E= 21 1. 5Q 1 I I \ I E 11 IE=212.006 \,4p S�MH CD IE 211.1 ~= CD SOUTH 55th STPEET Ou CONNECT T I TING SEWER ' % ,D `I fPE\& 1 . TYPICAL 2 LOCATIONS ,Y c CB#2, TYPE 2` 54 RIM=234.00 IE=213.60, 12" 0 RIM=235. COIE=227.0, 8" u CA — 1 t 1� J2'�S CA CA C CA i Cf . /'K-601 a NOTE: EXISTING UTILITY L❑CATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRI❑R TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES N❑ RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATI❑N. CALL BEFORE YOU DIG: 1-800-424-5555 TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY OWNER,, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ITS ACCURACY. ROAD GRADE=247.0 ROAD GRADE=237.0 VAULT SECTION NOT TO SCALE z O w U U) w 0 w Q 0 111111111 F- U w O City of Rentc � Planning Divisioi DATE 0 30 60 90 JOB NO. SCALE: 1'= 30' DWG No. 6d 61 1� C-1 1''_7 � S 1 F 1 0 m � 0 w Y U Lu U m z 0 cn �J Nr } J m 0 0 w z U) Lu 0 OF 1 z Q J Z C) O w J ry W W (� m Q O z ct NQ LL 0 F - z w F - z O z w U w w J U = c� 01/10/2012 OF 1 0 J N S U, U 2 ? w o N z zO O U Ii Z O o N Y z (a \ oo c� U p m w 25 3 w E d O N o J 0 S U, U 2 ? w O °c-) N z zO O U 3 Z O F n Z Lq w (a Q — U N WJ U N U o 0 ,�03 w O °c-) o 3 n � w (a f7n D U I � Q W I 3 Q 0 m z 0 V) w LFOUND CONCRETE MONUMENT �5 W1 J- BRASS 0/SIC 1N CASE S. 1,14. COR. `. PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. 31 32 CALC'O r E. 1 f4 COR. I f RLQMFR ox "m "CPS 22330" 0.14£' N. & 9.53' E. OF PROP. CCR. R 'N TL f312,305-9075 �4��11A OVERLAP IS 9.56' 3i..4v 518" R SSR �c C�1f AT N. PROP, LINE t � r` r — N. i.t�a r ; S. 525 ; S. E: i� �, 5.1E 3 f �€ � j �� ? "CRONES � 29537" 0.39' N. � 1 �� .�'8L42Fi'.?t9'E 516'.0{' I 1 7" 0.115 E. OF" PR COR, f TION _136 _� �._'—' ii t { J 1T64 7 Q T35 T�7 #,O� _` 1` "f'7 ' I 1 T79t T12 d ! f54 a 1 #61 T53 r.. ,, _ ? T76 `0 f ' 7. T9 I T42/ T65 T74 J f 1 l 7 38 r T,34 T4 T60*f r i9f v'T�2 1f 'z / t T.3G E T`�,1t I �-' 43 T.5 I 1 T12 Z ' i ' T8 T3 J� :T66 1 / r� d T3T4 ? i T59 ; I r ; j v TIS ! T.3 t T7tl 1ST fj x66 a0 I - t7.67 I T29 T47 T52 T�88� 767 j T I1 f r \ T6 316 � � T18 � �`" � � cn � �� ._.. f .. f65 �s �i f \ cv ca ° # 9 , T69 T88 I ` c f� To 731 T31 I T2j I j i T46<, 6� —ca � "L G t ! TL 3;.2,305-9915 c 't I. T89 r { T25 ' 1 HOUSI'._ co T4 -T18 T2v ' T24 ( 108,8841 CQ. FT. f �� ;.- 7".50 F.P.-325.4 6 _ .« T" T19 1 2.5rACRES P ..... _. .`� T23 T91 13?1 XC:3 T20 T2 r' � � { � � � � � � T36 comFOUND X18" REBAR & CAP T1 ! 't .� t __ "CPS .22330" 0.55, M T22 � T43 , ' � {96 � & 10.44' E OF PROP, COR. E. LINE, 1 794, cy 4, T95 T-99 OVERLAP 1S 10.46' �.... S.E. 1`4, S. P14, ' At S. PROP, LINE PER GENEi'A CO{J,RT u' h8t26'38`Vi 326"01' ` - };l - _ T1 _ _ S. LINE, V. 2.,07', S 523', � 716,, r S. 1,4. S,z.. 114 1 F t 1 "` 'R) 4n�� 0 /J X46 344 O \ _34 JI5 1(k 'f. 1\ \ .�", h;`;-�4"+� „re.:>._. "" \ .., -.1- - ! .. ... <- - ` �g'c° �' I, `"^�,,,..,Y / Ti 62 T166 \T I70 ... \ i t h e v � l \ 11744 r; ;' I i _ t c i4 i ; : as t T165 {164 ( jjjj ;; T159 171 Er \ " c> (Ib > 1 c� T1631s T173 Xh T ` 1 II 1 s T1 ry T172 CSI 1 v 1 ' ` T1.36� T134 j LOT �i 1 > r 150 T1.)r x REN#ON 5f n u9-8 T=54 ' T138 ? i13� 'T133, l 3 �, # T15 , L X332305-9119 f ` T1 T140 m _ J / ��`�''; 'IV 51 T149 13 .,3,801± SQ, ; T rE,:z y 2.2:± ACRES 1 3t'l7RF`S, TRESS......._ (,t 1 1141 t j &T1,1 ) VftLi`# .}kJCiYis.f i 7141 T 1 t£ J j# 'EC. 14. 7510220588T R;xi T152 LOT 2 TIL .311305 9050 j % / � c T146 REN TON SP # 059-85 00Ti 42 � T148 T 128 1j I145 1 ra T127 10.7 l { ' T 144 T 14.3 { 125 T126 ,�.:'t OI � N � p r .� � € �:riV; I1 i2 9 T12.3 T122 l 1 r c� # 11.,� T 124 T118 E f � N � T120 T100 ai T11,3 T1 15 121 FENCE CC7R. IS 0.5 r 117 _4'± Vj 1 `C3 i � 1 r SET— # 9Lf1F 111 T 101 1,3' N, OF PROP. LINE TI - t T 123 T1 i O 114 � � w c5 h T104 � -�..� 1S °�- � f "� t f . '� �'� 1t 9�6 � 4St `HALT E'IJCE — �—.-- o �r z T109 T"308 # 19a 1. i N886'38"` 116.74` "�'r T107 T106co y� �?YJ, 55TH AVE 0ULH ,3= xc� 1 aI ED 129.12' 1 2292.92' 292. - - - _ .. _ ..... _ _ _ _ _ ...._ _ .2292, 9 �\ \ `, �4 . � �; � ._ _.. _ _ _ �. a .. 31 '132 — — _ 1 ev #2ti / r -D #2\1 `ma y Ne382638`K 2616.43' (Pv#EAS. rti \ 3 N88 26 78' W 261640' (ROS 1) itt �rS (D ` 3 r DEEDED TO THE CITY OF RENTOfV PER REC. NO, 9609061629 `L� �'� `� FO1f�'O CvNCRETE itONUTAE3�'T FOUND CONCRETE MONUMENT L < N W/ NAIL IN CASE AT 99TH Pc. S. a =_A W1 NAIL DOWN 1.5' N (CITY OF REfNTON CONTROL IL NC. 1x372) � �0 S.F. SEC. COR. 15 L, NOTE: EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND H❑RIZ❑NTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER L❑CATION, CALL BEFORE YOU DIG: 1-800-424-5555 TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY OWNER, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ITS ACCURACY. 0 50 100 150 SCALE: 1"=50' By: Date: By: Date: By: Date: By: Date: DATE JOB NO. DWG NO. 1 z 0 J W m z O U W 0 n r O z W 1 m c� 0 W Y U W U WE CD � 0 W z 0 W 0 z W z O U z W W_ W J 2 U cf) 08/23/2011 - EET j4 , Of OF Plan 1ng D vision 1 - 2 2012 EP, VEWD e� � 1yleJ ,�03 vim' 0://F—��a5 O °c-) DATE JOB NO. DWG NO. 1 z 0 J W m z O U W 0 n r O z W 1 m c� 0 W Y U W U WE CD � 0 W z 0 W 0 z W z O U z W W_ W J 2 U cf) 08/23/2011 - EET j4 , Of OF Plan 1ng D vision 1 - 2 2012 EP, VEWD wii /2 ��:�� BLOCK HA L, MAXI 0 uo 2 F ER7 LANT SCHM:)ULE Q0 TREES KEY 5rIENT IFIG NAME GOMMON NAME 51ZE j(MIN.) 5PA61NO QTY. NOTES L I GF GERC, 15 GANADEN515 'FOREST PANSY' FOREST PAN5Y REDBUD 1.5" GOAL. A5 SHOWN (Z) L MULTI -TRUNK (3 MIN.) LLL a 9 CJ LL _L ?LCL pp PARROTIA PERSICA PERSIAN IRONWOOD TREE 1.5" CAL. A5 5HOHN CJ -v\ �,7- LAN05CAP L C,1-_1r-tVT-- Ici 5INGLE TRUNK, HELL BRANGHEP IM:"I LLL -------- TP THUJA PLIGATA WESTERN RED GEDAR rb� H A5 SHOWN 11 FULL 4 BUSHY LL TH T5UOA HETEROPHYLLA WESTERN HEMLOGK b -R. AS SHOWN 4 FULL $ BUSHY H L ALL CST �_LL I 5HRUE35 LLL r KEY 5GIENTIFIG NAME GOMMON NAME SIZE IN.) SPACING QTY. NOTES M MAHONIA AQUIFOLIUM TALL OREGON GRAPE 2 Gp L. 4-111) GO 65?r_TE FiATH'TO PERGOLA �-3 R RIBE5 5ANOUINEUM 31 O.G. 50 FULL 4 BUSHY ct RED-FLONERINO GURRANT 26 L. 4' O.G. 51 MULTI -STEM (5 MIN) �J. &ROUNDOOVER KEY SGIENTIFIG NAME GOMMON NAME 512E O IN) 5PAGIN6 QTY. NOTES T (o ARGT05TAPHYLO5 UVA-UR51 KINNIKINNIGK I OAt. 21 O.G. q52 FULL I$ BUSHY qj N OPA BOUNDARY AL OF LOTS T L L 6AULTHERIA 5HALLON 5ALAL I OAT 1.51 O.G. 701 FULL $ BUSHY CD 4, -SPLIT-RAIL FENCE WITH NOPA 6N5 POLY5TIGHUM MUNITUM SWORD FERN 1 GA 31 O.G. 220 FULL I$ BUSHY STAN I L P R THE CITY OF TON N R05 (0) X15TINO TRE 5 To BE 5AV 0 (TYP/) TP t ct In oor 0 TH SOT 41- 0 �--w �� � III I I �2 40% PE L NE .0 250 4X6 ON END ANGHORED WITH -EX15TINO ORADE 4'- 3/4" REBAR AT 2' O.G. STATE Of TON 2X2XI8" 5TAKE5 BOLTED TO 5PAGIN6 RE-61STERED LANDSCAPEHASHIN&ARCHITECT 2X6 HEADER AT 24" O.G. 5PAG IN 67 31 -AREA OF IVY�EMOVAZAND T '7— '�� ( /� REPL4i�6NE CATHERINE ouvEp 'ERN AT A lvc-�7 "M I rT =��NuKu CERIFICATE N0.144 -96/25/15 EXPIRE 50�%DEN51TY 0 0 ANGHOR A MIN. OF 1/4 HALL HT. + + + + + + ++ EXGAVATE TRENCH 6" DEPTH + + + + + + + + + WITH VERTICAL SIDES + + + 4, If I I 2% LO LIE + + 1+ L.T +++ + + MAX OR A5 TIMBER HALL -:'-MA Hl NATIVE 501E + + + + + + + + I I + + ++ + + + + + ++ + + + + + + + + ++++ + ++++ + + + + 1 4 %+ + + + + If+ +++++ ++++++, NOTES: ++ + +++++ + �++++ ++ ++ + I. MAX. GUT AND FILL SLOPES SHALL BE 2:1 WITHOUT TIMBER HALL5. + + + 2. TRAIL BORDERED WITH 2X6 BOARDS ANGHORED WITH 2X2XI8>"bTAKE5 PER DETAIL. ....... + + + + + + 3. WHERE GUT AND FILL 5LOPE5 EXGEED 2:1 GON5TRUGT TIMBER 5 PER DETAIL AT A MAX. OF 24" HT. + + + + + + + + + + + + + ABOVE GROUND. 4� ++++ +++++ + + + + t +++ + + + +++++++++++++ + + + 4. WALLS SHALL BE ANGHORED 1/4 THEIR HEIGHT. z + + + 0 0 +++++++++++++++ + + + + + 5. ALL HOOD PRE55URE TREATED DOUOLA5 FIR, ALL FA5TENER5 GALVANIZED STEEL. + + + + + ? 10 ...... ro. MULGH ALL BARE GROUND WITH 2" 5PEGIFIED MULGH - 5EE!5PEr!,,IFIGATION5 ON DRAWING LI.5. ++++ I # z +++ +4+,+ ++++A+ _ARA OF L ;z 0 L + + + + + ND �EP AWING WITH SHOR FRN 1;+,+,++++++ +++ +++ + + 4. ++,g++ LO I 1� 1 0515 DENf5IT'� DUE TO MANY ++ ++ ++ ++ .... CEZ�AR CHIP TRAIL W Co++ N + + A + + + + 5GALE: NT5 . . ......... NATI E SHRUBS ++ EX 5TI Nj C 0- + 12 + + + + + + OL + + ------- - - - - ++ + + + + + + + + + + + +% + + ++ + + + T + ++ + ++++++++ t I N Z P, + + + CO + ++ +++++#+ ++++4 + , + C,� + ++1 ... CP 4 4 (J) + ++++ T Cq+ + + ++ ++ ------- ----- + ------ LLL, LLL is U LLI I -L -L L I.L. Ll --------- ----------- - --- -------- ------- f:�LL _LLLTf�L_I_ L, f�_L ----------- Tf�t: LL LL___LLL1 LLL LLL LT Ll Q) TH AVk. 5OU H2292.92 ------ ------------ --- ------- ,J #4 A AP�C110 LE RI GLIMIT 638 W 2616.4,3 (MEAS.) #2 N8118026 28 W 2616.40' (Ros 1) cl\� NOTE5. FLANTIN& FLAN I. ALL-j3A5E FORMATION SUPPLIED BY OFFS ENGINEERS, 13832 5E 15clTH PLAGE, RENTON, HA ri8O5&, (42 260-3412. N 0 &RAPHIC, 50ALE (IN FEET) 0 10 20 50 40 60 5GALE, 1:20 In I t 'orl Lo Date 02-24-12 Scale 1 =20' Project# 57% ch, 3p C1, Sheet In I t 'orl Lo N o PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. 0 N O O o Y Z g Z m w a o FOUND 518" REBAR & SAP `("PS 22330" 0,14' N >` 9.53' E OF PROP. GDR. T #,312J05-9075 z N O �~ CD � z ry ,_^) ^ C n z oz J O � z w ry Q Ur 0 �z O O _ z O w v/` 3 BRASS Di IN CASE 1/t ion'. OVERLAP 1.3 9.56' � AT N. PROP. L= `E DESCRIPTION N. LINF, S. 52.E P S.E. 114, S.E. 114 (S. F.) i o > 5,905 S88 2638"E 526.01' 5,905 wC 5,905 LOT 5 5,909 LOT 6 5,587 LOT 7 5,560 LOT 8 5,560 LOT 9 3 w S 518- "CPS 22336" 3,55' N. 19,164 O 01eIEa�LAtP IS 104F R/W f=/, O U as L=20.40' ' 0=2'06'38" I IN 541 5 909+/=S'Q,, I ` FT. n I Q w � Q 0 m A z O w v/` 3 BRASS Di IN CASE 1/t ion'. OVERLAP 1.3 9.56' � AT N. PROP. L= `E r DESCRIPTION N. LINF, S. 52.E P S.E. 114, S.E. 114 (S. F.) i 5,775 LOT 2 5,905 S88 2638"E 526.01' 5,905 CN 5,905 LOT 5 5,909 LOT 6 5,587 LOT 7 5,560 LOT 8 5,560 LOT 9 5,559 LOT 10 S 518- "CPS 22336" 3,55' N. 19,164 110, 44' E. P PROP, COR. 01eIEa�LAtP IS 104F R/W r �, r�PrGt�. Llt`dE (DEDICATION) 104.65' R=96.50' 93,801 L=20.40' ' 0=2'06'38" I IN 541 5 909+/=S'Q,, I ` FT. r DESCRIPTION N. LINF, S. 52.E P S.E. 114, S.E. 114 (S. F.) LOT 1 5,775 LOT 2 5,905 S88 2638"E 526.01' 5,905 LOT 4 5,905 LOT 5 5,909 LOT 6 5,587 LOT 7 5,560 LOT 8 5,560 LOT 9 5,559 LOT 10 6,778 TRACT A 19,164 (OPEN SPACE) I II I3 R/W 16,194 (DEDICATION) GROSS AREA 93,801 A ^ P rd N88 26' ", - F � n , . , tJe t�} {lj SJ ii LU'€.I �iR4 52601' w.. I _ S, IN 4 20 ° S, 525 5<E. 114, S, 114 � t 1I 50 ROAD & UTILITY EASEMENT LOT 6 I Y FOR USE OF WILSON PARK; _ 5,587+/—SQ. FT. RECORDING #20080321002018 LOT 4 13' I .^ TO BE REMOVED UPON DEDICATION5,905+—SQ. FT. 110 / = �. � OF RIGHT—OF—WAY d t g3 LOT 1 s 51' IIS OI I LOT 7 Vic„ PEN P 059-8-51 1 ? Q 5,560+/ -SQ. FT. o "I N _ . rO n A** c z R-14 LOT 3 o I N � 1 IID .0 ' '�� iJ { .fv t' 3, {.P.wS E 5,905+/—SQ. FT. ..I 1 Pi 9 'I I ' y 00 (& tJ { FI^ { l y L SL" { ml / i ,���,_C, 1VO, 7_15 t f.2U08 -� .., TL 31230,51-9080 5 LOT 8/ I • 0 1� NOWI 5,560+/—S�. FT. o '' - l 13; ,a 3 cn N NI II , ` 101.08' I . LOT 2 3 CD 0 5,905+/—SQ. FT. 1 I a r I LOT 9 / 102.51 ,�_ W �' — c 1 i _ Q / oa% E 5,559+/ S n 1 _ _ w ' LOT 1 I! � h� _��w � 5,775+/—SQ. FT. 1126:526.5111'" r -% F Cn I D1_06' F['.­/VCE'COR. I 0.5' �C 1� �� �� _ry ^ 6, PSP. LIN I _ R=25L=39.52' 25 0=90°3 LOT 10 ~— t 77 i' 6,778+/—SQ. FT. C,�� t �, R=106.50 i< N TIO WD> _ —- -R _ r. < d _._. 5 107 06' .... ._.. .... ..... i� SOUTH 229 92'129.12' t .882628" 2616,', 15,/ UTILITYEASEMENT ` RECORDING' #7112140486 To i"I-1=- CI f TO 6 P �.. NO, 9609661629 � � � 10 SEWER EASEMEN{ FOUND , � C ET � k � 4 � �F E � �IV�P E co X `` c} t o +� x11 'v ` RECORDING #7812280144 1,V/ "NAIL IN CASE AT 99/P PL,S. i�; 3�, E r ' Iv CON7 1 OJ_ 0 kO5 1 72 ) IV\ v 8 L 1 T 2 REN T N SP # 839-83 zj i# NOTE: EXISTING UTILITY L❑CATIONS SHOWN HEREON ARE APPROXIMATE ONLY: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER L❑CATI❑N: CALL BEFORE YOU DIG: 1-800-424-5555 TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY OWNER, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ITS ACCURACY. AREA BREAKDOWN DESCRIPTION AREA Y (S. F.) LOT 1 5,775 LOT 2 5,905 LOT 3 5,905 LOT 4 5,905 LOT 5 5,909 LOT 6 5,587 LOT 7 5,560 LOT 8 5,560 LOT 9 5,559 LOT 10 6,778 TRACT A 19,164 (OPEN SPACE) R/W 16,194 (DEDICATION) GROSS AREA 93,801 40% 8c GREATER SLOPE AREA = 9,783 SQ. FT. 11 Is o , 1w\ z O F- U w 0 O z > w Of 4�, z D Y Wu� 0 N 0 \o O K <C-) V) z D Y Wu� O W�00 m Z I w o ��00 w �FzNW � J� zry zp �z�U J Wc)z�z W � C/), c� U � > DATE 01/10/2012 z m z a 0 w WE � z D Y O O J w Q z CL J zry F- z J Om W � J0 U r) DATE 01/10/2012 JOB NO. a 0 40 80 120 ­VWG NO. xol ;: SCALE 1"=40' 'oj, , 1 OF 1 z w z O U F- z w W n� U U) DATE 01/10/2012 JOB NO. 0 40 80 120 ­VWG NO. xol ;: SCALE 1"=40' 'oj, , 1 OF 1 I GRAPH I G 50ALF (IN FEET) O 10 20 30 40 60 SCALE: 1: 20 N Q0 ') I PLANT SGHEC)ULE TREF-5 KEY 5GIENTIFIG NAME GF GERC 15 GANADEN515 'FOREST PANSY' PP PARROTIA PER5IGA TP THUJA PL I GATA TH T5UOA HETEROPHYLLA 5HRUB5 COMMON NAME SIZE (MIN) 5PAGIN6 QTY. NOTES FOREST PANSY REDBUD 1.5" GAL. AS SHOWN 6 MULTI -TRUNK (3 MIN.) PERSIAN IRONWOOD TREE 1.5" GAL. AS SHOWN 19 SIN&LE TRUNK, WELL BRANCHED WESTERN RED CEDAR 6 HT. AS SHOWN II FULL � BUSHY WESTERN HEMLOCK 6' HT. AS SHOWN 4 FULL � BUSHY KEY 5GIENTIFIG NAME COMMON NAME 51 ZE (MIN) 5PAG I NC QTY. NOTES M MAHONIA AQUIFOLIUM TALL ORE&ON GRAPE 2 6AL. 3' O.G. 30 FULL $ BU5HY R RIBE5 5AN&UINEUM RED -FLOWERING GURRANT 2 CAL. 4' O.G. 31 MULTI -STEM (3 MIN.) &ROUNDOOVER v rn • r� M U �n ON KEY SCIENTIFIC NAME COMMON NAME SIZE (MIN.) 5PAGIN6 QTY. NOTES o ARGT05TAPHYL05 UVA-UR51 KINNIKINNIGK I &AL. 2' O.G. 952 FULL $ BUSHY 1- 6AULTHERIA 5HALLON 5ALAL I GAL. 1.5' O.G. -70"7 FULL 4 BU5HY $ POLY5TIGHUM MUNITUM SHORE) FERN I CAL. 3' O.G. 220 FULL � BU5HY –EX 15T I N6 GRADE i 2X2X18" 5TAKE5 BOLTED TO--\ 2X6 HEADER AT 24" O.G. 5PAGIN6 3 , FILL SLOPE - 2:1 MAX. OR AS TIMBER WALL - MAX. 24" HT. 4X6 ON END ANCHORED WITH 4'- 3/4" REBAR AT 2'0.G. SPACING ANCHOR A MIN. OF 1/4 HALL HT. �- EXCAVATE TRENCH 6" DEPTH HITH VERTICAL SIDES �— 6" CEDAR CHIPS NATIVE SOIL NOTES: I. MAX. GUT AND FILL SLOPES SHALL BE 2:1 WITHOUT TIMBER HALL5. 2. TRAIL BORDERED WITH 2X6 BOARDS ANCHORED WITH 2X2X18" 5TAKE5 PER DETAIL. 3. WHERE GUT AND FILL SLOPES EXCEED 2:1, CONSTRUCT TIMBER HALLS PER DETAIL AT A MAX. OF 24" HT. ABOVE &ROUND. 4. WALLS SHALL BE ANCHORED 1/4 THEIR HEIGHT. 5. ALL HOOD PRESSURE TREATED DOU6LA5 FIR, ALL FASTENERS GALVANIZED STEEL. (b. MULCH ALL BARE GROUND WITH 2" 5PEGIFIED MULCH - 5EE SPEGIFICATION5 ON DRAWING L1.3. AR CHI F TRAM 5GALE: NT5 iJAR - 2 -0,1t NOTES I. ALL BASE INFORMATION SUPPLIED BY OFFE ENGINEERS, 13x32 5E 159TH PLAGE, RENTON, HA 98058, (425) 260-3412. FOR CONSTRUCTION I : TY OF RENTON DEPARTMENT OF _ANN I N& DATE: STATE STATE OF HASHIN&TON RE&STERED LANDSCAPE ARCHITECT %A -�-� NE CATHERINE ouvER CERIFICATE NO. 144 EXPIRES 6/25/13 z o # ww,�¢ V, M M W X V/ M ctM v rn • r� M U �n ON X�X Hi K W_ o N 3 Date 02-24-12 Scale 1 "=20' Project# 3796 CC3 d 4_4 x o _.!!�o 0 - STATE STATE OF HASHIN&TON RE&STERED LANDSCAPE ARCHITECT %A -�-� NE CATHERINE ouvER CERIFICATE NO. 144 EXPIRES 6/25/13 0) 4-) cd A z o # Z V, tu W K v rn z ` X�X Hi K W_ 0) 4-) cd A o W Date 02-24-12 Scale 1 "=20' Project# 3796 d Sheet # o U � tT OM LZ PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N RANGE 5 EAST, W.M. FOUND 5/8" REBAR & CAP "CPS 22330" 0.14' N. 0.53' E, OF PROP, COR, OVERLAP 1S 9,56' AT N, PROP, LINE 7L #.312=305-9075 N. LINE, S. 525; S. 114, S.E. 114 S8826',38"E 526.01' 01 16, L i - q64r m FOUND 5/8 REBAR CAF' L.. "CPS 22,330" 0,55' N. & 10.44' E. OF PROP. COR. l, sP ly 011 RLAP IS 10.46' j j A S, PROP, LINK,='3 N88 2638 'W 31 1 04.65' I----N826'38"W526.0'R=9650 100 L=20.40' ;..;—...__._._.. -: A=2'06'38" ( 1.7.6 1� ......._ (� h i`�:'•%:=a I LIX 5 I J. LINE r . N 207'S, ,, x)25' f S.E: 1/4, S.E: I/4 5909+/' S-,5,, FTI ! . 1 �c 102.51 ' 50' ROAD & UTILITY EASEMENT 9 LOT 6 _ m . I i f - -- - _ _ FGR- USE, -OF ---WILSON WILSON F ARK, J,J87t� �Q. FT. I ,A: II ' 8 �RECORDING 2008032'002018 ,V zg TO BE REMOVED UPON DEDICATION LOT 4 �, 1 13 13 I OF RIG 5,905+ -S FT. I 101.11' �Z HT -OF -WAY 10 / Q• :i of I ` o = 1 �f'i¢ Z I to of II Lor 1 U, REN .,P 0=0-85 .: 0 102.51 -n o I c"„ LOT 7 f I .......' } I IW I o 5,560+/ -SQ. FT. o CD "? i Z o n a _ LOT 3 II R -14 I -cel I JZ o 1 .09 :RSQ. FT. 3� iNCREs5C:> 00 ASttf T5 905+/ Cl & UTIL17Y I ) TL 312305---9080 I -; r a I' REC. NO. 731t122C,f88 f f'�.i:;z:j -,1 I ,.f;:: Lor 2 ol> N z z O Z O '1 U 0 O Q 5 775 LOT 2 5,905 LOT 3 5,905 LOT 4 5,905 LOT 5 5,909 LOT 6 5,587 LOT 7 5,560 LOT 8 5,560 LOT 9 I LOT 10 6, 778 TRACT A 19,164 (OPEN SPACE) Q 16,194 (DEDICATION) GROSS AREA 93,801 Ld ~ I 0 I m NOTES EXISTING UTILITY LOCATI❑NS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND U71LIITES PRI❑R TO COMMENCING CONSTRUCTION= NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1-800-424-5555 D 102.51 ' ?D LOT 8 + ; °, ,; # REN roN SP r' 05,E-85 ;r. .1 1,o o a CD CD 5,560+/-S�. FT. LOT 2 �, ' , NI 101.08' C 10 5,905+/ -SQ• FT. 8, I � m �� 102.51' LOT 9 I i#. r iii 9 I 5 559+/-SQ.Ci cn tiwa� Ck LOT 1 j 5,775+/ .;:1 6 6 .06' == F/_NCS.. COR. IS 0 �-_ I -SQ. FT. 2 I� :P =POINT —PROP,LINE R=25' I L=39.52'-- f�a FOUND CUNNI?[-.lt_ I�'till��lfY1F..- 1� f � Lt �r Wf 3,r D1S5 DISK iN CASE _ ..... _ _ 77.25 =90'34 58 LOT 10 c - - - - -� ,,- 2 �- 6,778+ -SQ. FT. I f , ; -_ S 1/ COR 1 .: 6 .. � , s � 6 SPHALT E )GE TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY OWNER, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ITS ACCURACY. AREA BREAKDOWN DESCRIPTION AREA P4 (S. F.) LOT i __ _ 5 775 LOT 2 5,905 LOT 3 5,905 LOT 4 5,905 LOT 5 5,909 LOT 6 5,587 LOT 7 5,560 LOT 8 5,560 LOT 9 5, 559 LOT 10 6, 778 TRACT A 19,164 (OPEN SPACE) R/W 16,194 (DEDICATION) GROSS AREA 93,801 40% & GREATER SLOPE AREA = 9,783 SQ. FT. 31 - �„I _...._ M;- ♦ ., ,'' R=106.50' r , �� .. ,r ZONING BOUNDARY 1. 301 V C/Wj_O�T UCTION y i W 55TH AVE. SOUTH 2292°92' DEEDED TO THE CITY OF RENTON PER REC. NO, 9609061629 - - z O. LLJ ( C� ,\ 4 I L _ -2Y 107-06' 107.06' j •• �� 07 _ �1 t 129.12' - �, N8826'38"W 261-.4J' (MEAS°) f N8826'28"W 2616.40' (R OS 1) 15 UTILITY EASEMENT R CORDIN #7112140486 10' SEWER EASEMEN. RECORDING #7812280144 r\ P 17 7 5 C.3 _... � .min FOUND CONCRETE MONUMENT � L CN FOU\ CONCRETE MONUMENT IV/ MAIL IN CASE Al 99FH PL, S, W/ NAIL \G111N 1.5' (CITY OF RENTON CONTROL ID NO. 1872) S.F: S C- (;OR. N 0 40 80 120 SCALE: 1"=40' z 0 w U w 0 w Q 0 O z w w 03 cop°J ,a o W �• n>c� e z °o i z 0 J W CIO O ry w }, J m 0 w z W 0 P4 0 U c W o z � m !� u ui H0 o O W � �" a z Z N W U LogQn O U Lu w Woox� � cf) � a �-1 m = co DATE 01/10/2012 _ Q 0 i z 0 J W CIO O ry w }, J m 0 w z W 0 JOB NO. DWG NO. SHEE OF O Q 0 D n to v ion eian mly Divi loll M Al EC VEDD H z w 1-- z U O U Lu w Luw � a J U = co DATE 01/10/2012 JOB NO. DWG NO. SHEE OF O Q 0 D n to v ion eian mly Divi loll M Al EC VEDD N PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. 0 N o Oa `1 Z r O O co Z 9 3 w 0Ldjw � J V,I (D I_ _ _ _ _ _.Lij r - y(j p N O G 1 cJ r t i M / j �— (3 qv 01 u/ z WALL y t WOPL 250.0 B�OTOZ42.0 I 1 BOTTOM=230.0 NI - 19, j I I � , r `111 n m m OD Z- zz Z Z �- JJJ OF 0 �Z O o a 41 o W O Z Q O w U 0 a o w ry I n � I I n Q LLJ o z 0 w ry I O z WALL TOP=240.0 \ I I 1 I 11L BOTTOM=222:0 11\ I \ \ I \ 1 1 I i 260 \I \ I II II I !1 11 I . �, t c 0 �m IF ■\-. ■ ■■■�r�■;� ■ ■ ■■I ■■ _ cfl WALL I� \ \ \10 \ V ¢ ♦ I 1 I I I _ I - -7 CIV TOP -232.0. - 11\t II Il BOTTOM=221 ^0 WALL � 1 TOP=229.0 Qx I r41 V F. 0 . \ \ 1 { TL312305-9080 r� � .1 If WALL \ i, ■ TOP=226.0 \ \t-� \ I ( r BOTTOM-225.,oI ; \\ \0' I \ \ e ♦ ` 1 I 1- " II S I (,v WAL� 2. �� \ I \ ��' II\ �► I lI I1 I � �� r 1 \ 0 I II 122:1 6 ■I V �\ c I I I! �■ w W LL 5' 1, i y I W L 5 1 FENCE' COR. IS 0.5'x- vy. ;`�' I � o \ \ I `� `� `° I 1 1 1 I II I 12 1 & 1,,3'1 N. Off_ PROP. LINE � Co CD I LL -6 Q0 _ ? —�—R/W- 55TH v �66 2292,92' W LL= 1i C: 'cQ �' v c l OEEV D TO THE CITY OF RENTON `iv F'R REC. NO. 96109061629 �,�' ���' N \ `, c r rrr 1 NOTE: EXISTING UTILITY LOCATI❑NS SHOWN HEREON ARE �PPR❑XIMATE ONLY, IT SHALL BE THE CONTRACTOR'S NESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL L❑CATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES N❑ RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG! 1-800-424-5555 TOPOGRAPHY AND BOU-DaRY SURVEY PROVIDED BY OWNER, OFFE ENGINEERS, �;PLLC ASSUMES NO LIABILITY FOR ITS ACCURACY. I 250 -0- FENCE FENCE I EPROPOSED DEVELOPMENT GRADES BUILDER BACKFILL 8" WATER MAIN SIDE SEWER .. . 2� ............................... 7 ---------- �:� �-8" SEWER MAIN 0 30 60 90 SCALD 1'= 30' 220 IL..'1 z 0 m U w 0 O z Lu Cr C) P4 WU-,o w �c P, W F-� p m o H C7C5a W o C) wmz z U ON a m o 0 w Y U w 2 U m 0 � J m o 0 w z (D U) w 0 N �k z 0 z ry U Q J � Q _ CL z z p O W Q Cly �0 ---� 0 0 z w t - z O ~ U Q F- -� z w O w' w a U U) DATE 01/10/2012 JOB NO. DWG NO. SHEET nt OF ply '��iit") I 't�✓i,i0r� P�IAR - 2 2012 m,. o w U � 250 -0- FENCE FENCE I EPROPOSED DEVELOPMENT GRADES BUILDER BACKFILL 8" WATER MAIN SIDE SEWER .. . 2� ............................... 7 ---------- �:� �-8" SEWER MAIN 0 30 60 90 SCALD 1'= 30' 220 IL..'1 z 0 m U w 0 O z Lu Cr C) P4 WU-,o w �c P, W F-� p m o H C7C5a W o C) wmz z U ON a m o 0 w Y U w 2 U m 0 � J m o 0 w z (D U) w 0 N �k z 0 z ry U Q J � Q _ CL z z p O W Q Cly �0 ---� 0 0 z w t - z O ~ U Q F- -� z w O w' w a U U) DATE 01/10/2012 JOB NO. DWG NO. SHEET nt OF ply '��iit") I 't�✓i,i0r� P�IAR - 2 2012