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HomeMy WebLinkAboutLarge Format - 2 of 23 � \ .. 2x rr'"3, s✓ 17 1 .50-0 A PORTION OF SECTION 7. TOWNSHIP 23 NORI 21-1, RANGE 5 EAST, WILLAMETTE MERIDIAN 3a Vj fP — EASE 17 SPACES � /r / / ........._—___..........—.._---- ..._... ........... _. 16 STACES 5SIGN +^�� EASEMENT f - `""•.:;y, -'lam J s ) j� �j 1 / 1E = 2939 6" sONC( E .:._ 32,19 999 f / IE = 26.59 6001IN ' (NW) gg 14 PACES -_._. ......_., ..E� _ m _. _ r, _ -._... .. i. / rye RIM — 30.24 tij`L +S 50 I_ = 26.02 1 CONC (N) gyp• \o�/ c y / IE = 25.51 18" CONICell fS v PA' E;.S12 .✓"� o PACES 'SY'" fit 7 SPACE: Pr fir' IiITI£%I LINE LOCATION PER RECORDDR��`A'i%1 +� +S d t f 1 1 SP CES 10 ri'sCES IN S{':ICES } :<CES4 J If "I'll L - 1bp / IE — 28.50 12" CONC (,') ..,_ +L_! I RIM/< _ 3258 OI._L OF' d3+.JO— I..3RA.INS NO ljyA1(.R A. C:�f``:3 � 4 sem:f f. i ;� �,,1 n ,✓,,r '' �, .� PP 1 p .. � I j J I EASEr1EDSCAP -- -- ..— — - —. — .... / t 1 VIf :< 20, LYTI j 9 EASE"SIE IF ZV le o n m 0 O a rn 0 0 04 N O N / V)a_ 0 0 ? N w� /0 + j // / SET PK AND WASHR +�' / S /00 r '/ Q m TTN f +ash /[may wJ' J " 1 1I /FO U N D d 1 / MONUMENT .: IN CASE NAIL IN + �CONCRETE / FOUND K O,NUMENT IN CASE NAIL IN CONCRETE PTC MONUMENT T STA 26+35.72 (PER EVIDENCE IN EASEME RECORDED UNDER RECORDING N0. 7 8012290368.) 1'W = 135.53 IE = 23.8f) 15" CONC (N) IE = 2189 15 CONC (E) IE 23,69 30CONC (`-3W) FOUND MONUMENT IN CASEWITH WITH 4" IRON PIPE WITH NAIL IN CONCRETE li f BIKE RACK 0 � 1 HANDICAP RAMP 13 SDACES INFORMATION SIGN ocos SANITARY SEWER CLEAN OUT O SANITARY SEWER MANHOLE ® STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE 12 S "ACES ° i 3 .:._ 32,19 999 f / IE = 26.59 6001IN ' (NW) gg 14 PACES -_._. ......_., ..E� _ m _. _ r, _ -._... .. i. / rye RIM — 30.24 tij`L +S 50 I_ = 26.02 1 CONC (N) gyp• \o�/ c y / IE = 25.51 18" CONICell fS v PA' E;.S12 .✓"� o PACES 'SY'" fit 7 SPACE: Pr fir' IiITI£%I LINE LOCATION PER RECORDDR��`A'i%1 +� +S d t f 1 1 SP CES 10 ri'sCES IN S{':ICES } :<CES4 J If "I'll L - 1bp / IE — 28.50 12" CONC (,') ..,_ +L_! I RIM/< _ 3258 OI._L OF' d3+.JO— I..3RA.INS NO ljyA1(.R A. C:�f``:3 � 4 sem:f f. i ;� �,,1 n ,✓,,r '' �, .� PP 1 p .. � I j J I EASEr1EDSCAP -- -- ..— — - —. — .... / t 1 VIf :< 20, LYTI j 9 EASE"SIE IF ZV le o n m 0 O a rn 0 0 04 N O N / V)a_ 0 0 ? N w� /0 + j // / SET PK AND WASHR +�' / S /00 r '/ Q m TTN f +ash /[may wJ' J " 1 1I /FO U N D d 1 / MONUMENT .: IN CASE NAIL IN + �CONCRETE / FOUND K O,NUMENT IN CASE NAIL IN CONCRETE PTC MONUMENT T STA 26+35.72 (PER EVIDENCE IN EASEME RECORDED UNDER RECORDING N0. 7 8012290368.) 1'W = 135.53 IE = 23.8f) 15" CONC (N) IE = 2189 15 CONC (E) IE 23,69 30CONC (`-3W) FOUND MONUMENT IN CASEWITH WITH 4" IRON PIPE WITH NAIL IN CONCRETE w CAY 0-1 Renton Planning Division JUN 3 0r,tLuid li f BIKE RACK 0 BOLLARD HANDICAP RAMP INFORMATION SIGN ocos SANITARY SEWER CLEAN OUT O SANITARY SEWER MANHOLE ® STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE ® YARD DRAIN ° LUMINAIRE W/ARM LUMINAIRE LANDSCAPE LIGHT ® GAS METER O GAS STUB MARKER POST- GAS VALVE ® ELECTRICAL JUNCTION PULL/BOX ® ELECTRICAL METER ® POWER VAULT/MANHOLE ID SIGNAL JUNCTION BOX TRAFFIC SIGNAL POLE ❑® TELEPHONE JUNCTION BOX (UG) FIRE HYDRANT IR IRRIGATION CONTROL VALVE ® WATER MANHOLE ® WATER METER ® MONITORING WELL �a WATER VALVE ® WATER VAULT & HANDICAP 0 DECIDUOUS FOUND CASED MONUMENT ® SET HUB & TACK �$ SET PK NAIL O SET REBAR & CAP X30.38 SPOT ELEVATIONS �W.,., m m �....� .- FENCE, CHAIN—LINK —0-0-0—FENCE WROUGHT IRON _----- *... ...... ._._. GAS STORM _ __----------- _...__ SEWER f TELEPHONE, BURIED i --- ._. _-_ WATER O1 NUMBER OF EXCEPTION FROM TITLE REPORT AS LISTED ON SHEET 1 OF 5 w CAY 0-1 Renton Planning Division JUN 3 0r,tLuid � �. 1, \ \ 'I., . * , f V ., ,, � ..� 11 11 0 � , , , , � � """, \ �, \ V ,,��",x " \ N � 6, \ \ \ \ I! 1b \� \ \ ,�k �� i \ I 10 �Z,;,,\ '\, � . V \ %, I I 1� .� : '\ N \' 1. " I , , % k ++* V� ,-, ,� , ,� I ,- `1 I I ­_ . \ 11 . . \ __ , � \ * Il A � ", � \ ­�� ��, \ N\ �1 \ I "A 1 � �-,) \\ I , \�\?111�1 11 . \ ., \', 11\ AD I , \\ - f \ \ 1, � , I " \ "', � I 0 . . " I _�� , -� - ���� . . . . . . . . . . . . ... ­ �"A_ I ., 1, " / , , , , , I . . . \ , �, \ . ", ... .. -..-',f.- _t��_ _= _- _ --------- --- ... - .-INY' � 11� , I u I - _. ==---m �-_---- \- % k / � " \ / r I _­ ... ...- I 'k - % - - - 1-11 ill 11, \ i, \ � % . I \ � � , % \ �p �_ 7 � ( � \ � � � \ " \ \ ?, % ++' I �Y�x \ POWER \ WATER METER ... ..... / i I w,3m,�J.',, \ON CON?'S", AD \.. .'�­, � %, "A�,--,,--k-\� GRASS V_'. e �, \ . "A \ \ I I \�t, . " ""\, ,rn, _� "' ­­ (/ I i \ \ \, "Ill \ ­ ,,,, I "'k, P .____ .____ �,, I I \ \ \, \ ,�,,, 3,, p ..... . \ �, i \ \ \ \ \ % \ `�'\,,. 1-e '. 1'�,, \ � - it_,�z��A V,11ru", /\ ­_ . ��__ ,,. , 11�1 \ \ \ I � ,N. ,'_'.� _'N , IE = 24.98 8" PVC ,tffl)' \' I � i \l� E = 26�52 E3;' PVC (E��­ % �,� i, \ \ \ "., \ q 4� X I .; ,,, \ N \ 1, \ :: 0__� \ I , .� JA - _____ ____ 't .., I I � --N \ \-, \ \ � 'S ,_ \1 � % \ \ \ ,,�, A ,-,-,-' \ \ \ I �13. \ Vl%, I e.. . \ \ III 1 % � ��.%. 6 , "� \ \ \ \ " � %, l, �_. �1'1 . 11 �`,, ,� \ 1� , k \ r ,-,- \ \ I \ i � \ \ % . ,_ u, � \\. \ \ Y� 5% \ \ � \\ ,�,,\ \ ­� .,---- \ \ � ­ � , I - k ,q '� \ ,�, \ - \ ,�., \\ \ \ " % , n "__ 'i, 11 \ \ \ ,% %\\ % " \ 4� 1 1� I I \ " " \ � \ \1 � '\, , + 7, e� � I-- . \ % %i i l ", �, \ \ I \ I �& 11 \ \ \ \ \ v\ �\ %1" �"\' � "I � ,�. �, � � � � i � \ ", N \ I i "'t � ��,�,� . � 11 , � \ \ \ I % �, , \ I �,�.� _� � \ " , \ \Q\ , "I " ; \ , � \ \ \ \ \ \ \' "' � k , \ 11 � � 1, � ,., � \\ , I � " \ \ � \ 11 \ I k \I) �_, 11 �. \ "I \ I \ I y % - \ \ \ \ \ \ \ \\ � \ �,,�,` __z- % � \ \ �*_ � % \ \ ,,� \ I \ �,x \� \ ,,,,�\ 0 'If - - I rp 3: .E- -0 > 4 W \1 0 6 p 0- m �? -0 0) �, � V) -� 0 n -a �, CF) 0 0 �, rl- N 0 "I Lo It N 1" V) �i In n- o D I � V) - "I 1-10 m 0 c N a) 1� ,-' Ln CO c,j E �, V) n 0) .,- -6 '.1 Q) 6 - 0 �f n S.E� SAE'�� 2 OF' -5 .1 "%,. 11..\ \ `�,,",, / ./ i T .... ____ I I .� "' I - \ , ,,�,,- I , -_--T-.-__ \ \ - -,. ­\_ ""'.t. ,�"\, � \. . �_ ',.,,,.� ��, \,� m. ,,, �. � � \1 , \ .." ,,,-,*,/ _. . .� ", ,,_ .1 ,.,.,,� ,_\', �,� ,�'. 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', --------- ::��,.��,.-,::...-,.:.,�.�l��.., =­ , .-,z i�� '. � ,� __�,,-__�-�'__ 1.-._,,`�' ___�_,__.__ '. �'.:: ,.:,��l��.�.�"��:,:�,.-.-:--,,,�--,..��, :_--_--___­ 7_ ."-_-_-.,l-,0kz �;- = � _-, - - � _�� .11, ------- �� ,- / ­-_ ',,- _." -­ '' ' , - ­�� '� I I � I --I ---------.- - - ------- 1_1,� I ­�, -, ­_ -, -T -111 -,�"-,��ll-��,�,:,�,-'-,,,�,,,,-�l-"--�,�'.1. -1-11:1, �- 7 -I-iz)",-"��l-,�,,�,�,-��7,���,,--,��', ­­ - �_­, 7,--;;1- �­,z Ic - ��,_ "I ­­­ ­­_ ­ , ­. ­-, � ,� " �­ ­ , , I 11 , �_ ­ �_ I— ,, - 1- 11-11 ­': , "', �­�. ��,, ��­ I ��71­ �­E � 11­,­,1_,�­-','_ � - j, , , � ,1 ,"," , �, , - � � - �, _j'� -; �� � - 1�­ _, A PORTION OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN I I I ____ 11 I -_1-11_-1______-._ L_ I ____ I __ - _-__111__.1._--L .1i : / / / , / ----I—,------- F — ------- - -- - - �_______________----j--1-1 X/ / // // i ��., / / / / - T -I 0- 1j X / +' t �= . . / / / / I �_ �,�,/ / rRIM = 350.81 1 1 ,@.,/ / - / � ; ,,� ", / r) /j; I ;� 11 :::i 28.41 4" PVC (E) ,,:�, z / �/ /// A / IE - E -­` "I - / I / 'k / � E I ,,,-�� " x/ , V// j I . - � - - �1 M4 - �: 1 - i- rx. n ,1 -- - - - - - . __­� - , - , I E = 2 .81 _aL PVC -LIQ . — . —� . . . . . . — , — , _� F:� - --F- ' — * � ' E�] 17 , ," 1z I z q� I i . 7 / / ll I "l`�� 11 / I ,,, ----,,-' I X,// // .. L� , �/ " I I ff m 28,43) 4" PVC (W) - , — , I/ V 0- I I � I .Tj I 11 I z : L = 26.94 4" PVC (E)---, .. I . I ___ ,_ " -t-+* � i 1- �_ fl?.- __ ____ _ i �. / lE = 27�75 8" PVC I-- , _� �� �/, X i . t / / I ­ (w) ---,-"-- �( --.,------ � _ ,i �_--,,,, 11,--, - ,,- ,--, ,--, I—— __ _j j � . __. ­. ­-­__ "' - __ � - - -­­ )�______-________________­ --- � .... _______�� " " � .......... . . .... � . ...... � ..., . ..... _­­­.- .................. ­­­ .. ............. _. - __ 1i ,,,, =L���: — ­ _�__ ,__­ - ___ . , �i��___-�.�.__��, ,'���1;2 ��_z:::�._ I--,,- , , - . .--;;��- -�=-- -1— Z-11- I- .... --:::.. _--m-, -, ---.-,--­--�-�-,-- ----- ­ -- � z - 7 � , ­-'..", �,�_­ ,� - :. k-./ * . __ . . �; - 9(1� .... . _;� ---- -- ,- � ­­­ � / 0 � I _11r � 1�., , . I ­­_\�r, .- ­,__�r _-__p __ . __ - __ ,.-- - ___,,_.-__., . .......... ',_�,, - � ii , 1____ \ , - � -.-----.----.-- .." �__ ...... __ ­� ...... ��---;-7:� "I ',/ lb 111:1 -1-1-11- __-111 I ,11-11- T -, ,-- 1_� ,� _____t____ -----I, __ ____�—­,�� --' ,—, :::: 11-1 � - �_ I IV / * " ­1_1111i�________- — _p ". __________ / ... . _____ . . ...... ­__­.._­_ ... ___ ,...�.--..��-.—=----��-.--------��.�.-- -n-_ * _� 11 -, �, 1 $ , ­,"", , ,_ j_--______ - _= I :�� _,_­:�!,_-��_­.-_-_ _, --� _ - . e / fj�11'1 / C) , ____ _�� __�_ i I / ...... ,�li::��---,..—,--�-..-.�'..,--- --1 ­­_ - 1� ___ ____ ___ C!;,� I _ __.- ____ ___�� ____ - , - _­ - ___ __ " - __ - ',,� Tj / - _ _:1 — __ - ---- ,�, � ___] ""', I _�::___� ::� _-I— 7' .;111�11 5 . ­_ __­_ .___ 1___" . ��_� ,.-- - __,__:=��__ __/ ----."----..�------...-----..-.,---.----��.,-----.,-.-------,-- . . . . ......... _t� . . ........ _ - ,��-�L . ..... ,Z:�-:� ;7_,�,_��_If.______ ....... _.______...._____.___ ... .. .. __ _, V__ - M = 28.17 . - _,___._._...__._.­___ _ --- --RIM I Z'Zj.l -1_______1_1__________11 _ ---- -,,-:�� __-______ I 'l-7), / -1-111 RIM = 28,23 ___ ---T-----"'—"--'----'----'----------I - — ---- : _______--7,_-,_, — . I 6) . - If .,. ,z ____ ­__­____ - _­__­­_,­­.= ..... ...... ______.1____-______:. _.,____� __ ------------ ___,____________ ----- ---- ­­_____._ .. 11 ' 01 - , 'j, �, ___ __ \ _�___ ___ " PVC (W)---- ............. I . ....... - ­ - --------- __­ . ........ _­�'�=­____­,_ _� - ____ - ...--1 IE =/25.61 8" PVC (IN -0 IE = 26.83 "I" PVC (E) _F_ IE - 26.83 4" PVC (W) .'. " _, __ ­ ______._____ � ____ ___________01_ �­_______ - ... /, _,__� - � -1,�__ ..,--\\ ---- T - ___ L �1 - I - � ­ �, / I/ -, _. - - ____�____,________._,__ .1 i -d 1/1 r I _.____._.___ , - ... - ... ... - I I ­... - , __­­` .. mill -,/ __ , , \ �,,�.-,.�-----7.---..----.�--,—.��l---,,-- _________ ... ­ __ _ =,- '_ mn,_ ­­ ...... ­­�_­ ­ . . ........ -------,--��---������,-��-----.�---",-.--.� __..� � i - I--,' ...... =721, �� : 1; lif __ 111-111-IM11 — - " m ......... . . � ��` . . . . . V�' � / / _ V., _. I �f �,--,.�-�,,=F�---,,,,,,------,r��Zli�� - g�-M�!�=��- u—____.__-,._� ...... ------ � 1;�_ r�l '�` !�`q ,P- - -0, j 1 1 1 &�-- ---,---'--,-,- ­"----------- - - ____.____, � r ""FRIm , , -,� - - ___.., J /I 14) / /I -, , - " - . I--- 111) . � � ­�.�-- � _A_­,�` `­"'; I . 1.1- --- -,--,n�--��-�;z---�.--,-:-,-.��,-.-..�--��.-,.�-,..f ".�. _­_. Ir 151- -:��,, -RIM = 30,8�� .I- , ? W ... � _._:. . , , __X_�, Q �;____) , —6— r—. I 31", ___�:= (D _____rj - - - .,,� I -1.1 -, It - _� _�,__--­--cc llwmlf 1_,Vr,"_,_i1�...,.rl_ � _7 ��,- ` WIC. w . V, 4" PNIC (E) 11 . - - r1t kh IE I , � __ -is__.. I I , 7! � , , - , I W -K--±EjAy_ �, -, - �b I 11 , ..A.-:1111 ..... ­ 111111111111-1- ... ���..;;..,,",,,,,,,-[.t,[.!.I.�.�,�'..,.,.,.",�,15;�""...,...,..",.I .... 1: � , ,- -,� , a] I ; - 29.15 �..- ��., � �,l �, ,� � �,� �� . , �� ,� l� �� � l - " l� ,. ��x: I -, �1� x , ����'ll�,���,��,�.���,�,��'��',����� :11 ;E -::: 2&67 8 " PVC k / . __ L � . �­ --- ��'-W_:� - P.11'1�1��111!1 ­1'1_,?� ­2��, ���I'll��'ll���1,1����,,�ll'I'������!������1.1�,���,,�������,,��,!�,�������l, '­',���!l I � -, / /A , �_ , - I _11, ? 21�1111 1'� ll��211'1 �,,?��,��!1�2�5��, I , , I . - I , �, I , ��, �� �4 ���,, ll'�?�;��', \ __P�__ , - ,�,X�,,�,/;;�,,�,.���,,,':;:��',�,��,,������"; "",�,,�����,����,,�.�������,,�,,��',.,,,'�,���..�"""; ',�` � ", �1� , �: � � %��`/ - � . .:,. 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ASPHALT PER RECORD DRAWING - SET TACK IN TRACK RUBBERIZED TRACTS St,1ra'ri",CE- '��.� M 55 f< R jj id. f3 sd r •.<� , t^ r J .t ij) i1 11 J r �r + oN ASPHALT f `' HE 25.27 12 CONC (W) co 1 IE 25.48 Vis' (N) (�a'1rm 12 CV lr'',TOP EL:=28.17) y".N' ✓� p .:..+�.'�W,..e:�mv»..v.:v. nv....._ ,vv::veit� _'d�,'C'S �.. �+.� (� ! S. �� + J ;,?I � d . I 1. 29.91 r,lr"11 3t a ..-y v1E 28.25 6" CONIC ,,....,........,. .,----... .,u 1 "xfi VALVE +'S + i c / x eo hD / 1 1 ' / _. __ ._ _ RIM 10 �-_.. .�4 �.,. . .. _._._ IE 26.26 6>PVC (SE) +�� x 9 , ` �..� ,.,... .gbh �,:. � � _ '' �, '`E,. �, !!�?I � • �;;< �% . _ 1-96 �.T -•/`�7 D.._..._.-... -..,�.,.--•--..�_....: .. ry w \ '� DOOR - � s � � 1 � 27.85 6" C +� c� e� r� rg1EiS;L i P NE 24,35 15" (N) ,� : SHED 3! � � � � IE = 26.27 1 " CONC r y i %(El t� 1�, E r 9 FF -30.52 � � / � l IE = 24.70 12" (S) �''+� � CL PSM IA LT < ' I �1 -. �, A� �- �- a _. IE = 2637 6PVC 'N If IE = 25,92 " PVC i W .030 FULL OF MUD bi GC:1A1.. ! � PCi� I•w I IjI�?;....h_ i l ; � � � k � S. 1�TrJ TURF w RUBBERIZED GRA `_TRACK SUR ACE_„ A- ll + f i T _ .._II w I I I I j t C I � , , tt• S CJ / Ld k / I RIM 29.96 I E nom _ 25.71 " PVC ( ) .._.._... - .... ---- _....... _.................. ._------...._.__.....__ ..-.......... ... ° ;RIM 30. 1 IE _ > .1i PITC (E) E E j_IE = 1.8,43 Orr PVCO) �. / gyp• / a / / + IE _ 27.75 8" PVC; (W) y.-mr i, �.,..._._ , ... .� _....... ,.� _ ,+•�• yam' � � ,._..__�._.,..�::.:.,.-.-, y y" may..._ ..............."..__... ^". �•t, J r� 9 "5. jj _ yE 3 ,}Rr1 == 28A7 II r -- ..---RINI 2).46 l 1 I IE !3 �' FISC (�§r') . w: �' IE. 25,611 8" Pvc 01 ._....... _......._.. _..... t..__ -.-._... _w_ N .:. _ _- - �..._ _._. ---.._ q- x :y= rlY3.n" xe'.. ,"::.....,...-,�� � .,- k- :.,,....",..,.:.,vvn.,v:::.,k...........:..:.:..:.,:-�-*��. .,. • ...*a �✓.... � -�.. ._._...... ..._......... .._..:�„'S�v»--vr.:-....n..-.max... -.".�- i'� -_-.�` .+_r - .�""Ca �._ .: "�.'�-�---•-r .._,.._.,,_..._ ......._._..._�....._...� � .- T !j I - _ vjl 311 a,w r:t ` r. m +��J Yw,:: r. If I ii .. �, . a3 a/" ..::.: ...:._. I i+ 1 r f4f v _ arc - IE 20.15 4" PVC E sy r• --Ct 1 �iC%rt,,:Y ?� C f i1 i1!iC s T("�I� i3 O Cry C)d)fL 1-P' (-� r:r, ..............E j r t ri / r''lr r 218,67 8" PVC �'3 - ,r g r4 w _ f :i'/,' »1 , ef';:"`' S /e'%air '/,, ' %�:'i'. „ v`�f�✓!'/:', � .k , ,g:� .,r/. , , :S-�m'-�"."`.m...".�.....».�_..,. : r s .t '> AIN .•__._ --.,.. /JJ / 1 ! , ». rr % " i COI ..E --,2r :.• �'� 3 ,». n ,........_ _. <: 1 _ _.... Irk ,/1.- .....",,.`TOr'�.>r?ia .._. ..... i`r IR ".. •- , F- 1. )5' /r, <„ UNABLE TO �w ZZ-;, j F �� �r LOCATE IRR a », w , ' CiTAIE'9 alEVrr `EN�� , v 'F �5 ,t..y, .s .!.-.!t"...a�, r ::s� ._'-_.-[• t5 r•E9 '.i.. yj' 'y ,r gg pp 1 9� ,r.:• ts.3i'•Ii✓?..3.r1•pe' »: ;�".:i7<� ..J ERVICE F-l.):1..i y. / MID STAND ) /021. r`<`;''�.'f',", ry:......y.a.�..Y. w.y--.•-•;'.',.r s_a_.. ri 'elf'�rl: r '1>+ld'"1 ,e / `.. xF 12�. i (j ) p 1 :a r S ". +;. _ ', / .F .- f :. L„ :., tt/Ci<r1Ed! 5 ttE,.,ffGf3c•11 /,,/.: _ _ F »+' €'1, '� , .✓• r.vff .nv .... .__._. .....n, »»». ,...»».....w..:: :......,..,w.vn»�, .fey, t. { .,' r �, i 10 UTILITY ,, , ., �r- .fir I -!C.,_ 1�� �(g~�,� 1{ t,1 .. q ''1'�tr :/ r ;€ 11 v n -' , : 1 �• LIa1... , ,. ; � a, -/�'., ).;;�: `' � ; EASEMENT »..�- J r,� RECORD ,� �, �all`�€.;1.4; � n LOCKER qtr, l : ; / » .,, :. 1. ,; GTE M0E31LN T -ER RE ORD DRA ZING :.". : ,:: , .: ». / :, ,.'. ,. » %' » % .. :. .-»: '/, / 1, "f:, :f (,i3 - - ... .... c ,r.;F`: ::: .c v , .: ..: :. , '» :. ./ ., . i» �'� /:.: l .i.c ,1 /. /.. �...4 c € r< , ,..�, , /, / /x , /,: »;. .. ,' r:>"/; ., ';F. ;€ i' w2.33 12" C:{:aNCy s*�'+ /•1; �:, i .:./ / ., �• .;•,: , r /. � /, y/r '/ / „ OLEASE ..,.,�»I { - IE =32.1 , E i • ..:;r° • , :r r. r r: :,. » » » // n :::.. .r::• , :.. ,Y :.:aj�"' 24, 9 : r . y !,,,,, .Qi w» --•w 1.-.7._"....w.-Ic s EO G`(N)rLU• O Rls"=1 SEr S-Jf✓. T 4 0F' -6 BIKE RACK 0 BOLLARD lit HANDICAP RAMP -U- INFORMATION SIGN 4 SANITARY SEWER CLEAN OUT 1 SANITARY SEWER MANHOLE Q111I STORM DRAIN CATCH BASIN QQ STORM DRAIN MANHOLE ® YARD DRAIN ' - P _ P LUMINAIRE 8 SPACE ® M 55 f< R jj id. f3 sd r •.<� , t^ r J .t ij) i1 11 J r �r + oN ASPHALT f `' HE 25.27 12 CONC (W) co 1 IE 25.48 Vis' (N) (�a'1rm 12 CV lr'',TOP EL:=28.17) y".N' ✓� p .:..+�.'�W,..e:�mv»..v.:v. nv....._ ,vv::veit� _'d�,'C'S �.. �+.� (� ! S. �� + J ;,?I � d . I 1. 29.91 r,lr"11 3t a ..-y v1E 28.25 6" CONIC ,,....,........,. .,----... .,u 1 "xfi VALVE +'S + i c / x eo hD / 1 1 ' / _. __ ._ _ RIM 10 �-_.. .�4 �.,. . .. _._._ IE 26.26 6>PVC (SE) +�� x 9 , ` �..� ,.,... .gbh �,:. � � _ '' �, '`E,. �, !!�?I � • �;;< �% . _ 1-96 �.T -•/`�7 D.._..._.-... -..,�.,.--•--..�_....: .. ry w \ '� DOOR - � s � � 1 � 27.85 6" C +� c� e� r� rg1EiS;L i P NE 24,35 15" (N) ,� : SHED 3! � � � � IE = 26.27 1 " CONC r y i %(El t� 1�, E r 9 FF -30.52 � � / � l IE = 24.70 12" (S) �''+� � CL PSM IA LT < ' I �1 -. �, A� �- �- a _. IE = 2637 6PVC 'N If IE = 25,92 " PVC i W .030 FULL OF MUD bi GC:1A1.. ! � PCi� I•w I IjI�?;....h_ i l ; � � � k � S. 1�TrJ TURF w RUBBERIZED GRA `_TRACK SUR ACE_„ A- ll + f i T _ .._II w I I I I j t C I � , , tt• S CJ / Ld k / I RIM 29.96 I E nom _ 25.71 " PVC ( ) .._.._... - .... ---- _....... _.................. ._------...._.__.....__ ..-.......... ... ° ;RIM 30. 1 IE _ > .1i PITC (E) E E j_IE = 1.8,43 Orr PVCO) �. / gyp• / a / / + IE _ 27.75 8" PVC; (W) y.-mr i, �.,..._._ , ... .� _....... ,.� _ ,+•�• yam' � � ,._..__�._.,..�::.:.,.-.-, y y" may..._ ..............."..__... ^". �•t, J r� 9 "5. jj _ yE 3 ,}Rr1 == 28A7 II r -- ..---RINI 2).46 l 1 I IE !3 �' FISC (�§r') . w: �' IE. 25,611 8" Pvc 01 ._....... _......._.. _..... t..__ -.-._... _w_ N .:. _ _- - �..._ _._. ---.._ q- x :y= rlY3.n" xe'.. ,"::.....,...-,�� � .,- k- :.,,....",..,.:.,vvn.,v:::.,k...........:..:.:..:.,:-�-*��. .,. • ...*a �✓.... � -�.. ._._...... ..._......... .._..:�„'S�v»--vr.:-....n..-.max... -.".�- i'� -_-.�` .+_r - .�""Ca �._ .: "�.'�-�---•-r .._,.._.,,_..._ ......._._..._�....._...� � .- T !j I - _ vjl 311 a,w r:t ` r. m +��J Yw,:: r. If I ii .. �, . a3 a/" ..::.: ...:._. I i+ 1 r f4f v _ arc - IE 20.15 4" PVC E sy r• --Ct 1 �iC%rt,,:Y ?� C f i1 i1!iC s T("�I� i3 O Cry C)d)fL 1-P' (-� r:r, ..............E j r t ri / r''lr r 218,67 8" PVC �'3 - ,r g r4 w _ f :i'/,' »1 , ef';:"`' S /e'%air '/,, ' %�:'i'. „ v`�f�✓!'/:', � .k , ,g:� .,r/. , , :S-�m'-�"."`.m...".�.....».�_..,. : r s .t '> AIN .•__._ --.,.. /JJ / 1 ! , ». rr % " i COI ..E --,2r :.• �'� 3 ,». n ,........_ _. <: 1 _ _.... Irk ,/1.- .....",,.`TOr'�.>r?ia .._. ..... i`r IR ".. •- , F- 1. )5' /r, <„ UNABLE TO �w ZZ-;, j F �� �r LOCATE IRR a », w , ' CiTAIE'9 alEVrr `EN�� , v 'F �5 ,t..y, .s .!.-.!t"...a�, r ::s� ._'-_.-[• t5 r•E9 '.i.. yj' 'y ,r gg pp 1 9� ,r.:• ts.3i'•Ii✓?..3.r1•pe' »: ;�".:i7<� ..J ERVICE F-l.):1..i y. / MID STAND ) /021. r`<`;''�.'f',", ry:......y.a.�..Y. w.y--.•-•;'.',.r s_a_.. ri 'elf'�rl: r '1>+ld'"1 ,e / `.. xF 12�. i (j ) p 1 :a r S ". +;. _ ', / .F .- f :. L„ :., tt/Ci<r1Ed! 5 ttE,.,ffGf3c•11 /,,/.: _ _ F »+' €'1, '� , .✓• r.vff .nv .... .__._. .....n, »»». ,...»».....w..:: :......,..,w.vn»�, .fey, t. { .,' r �, i 10 UTILITY ,, , ., �r- .fir I -!C.,_ 1�� �(g~�,� 1{ t,1 .. q ''1'�tr :/ r ;€ 11 v n -' , : 1 �• LIa1... , ,. ; � a, -/�'., ).;;�: `' � ; EASEMENT »..�- J r,� RECORD ,� �, �all`�€.;1.4; � n LOCKER qtr, l : ; / » .,, :. 1. ,; GTE M0E31LN T -ER RE ORD DRA ZING :.". : ,:: , .: ». / :, ,.'. ,. » %' » % .. :. .-»: '/, / 1, "f:, :f (,i3 - - ... .... c ,r.;F`: ::: .c v , .: ..: :. , '» :. ./ ., . i» �'� /:.: l .i.c ,1 /. /.. �...4 c € r< , ,..�, , /, / /x , /,: »;. .. ,' r:>"/; ., ';F. ;€ i' w2.33 12" C:{:aNCy s*�'+ /•1; �:, i .:./ / ., �• .;•,: , r /. � /, y/r '/ / „ OLEASE ..,.,�»I { - IE =32.1 , E i • ..:;r° • , :r r. r r: :,. » » » // n :::.. .r::• , :.. ,Y :.:aj�"' 24, 9 : r . y !,,,,, .Qi w» --•w 1.-.7._"....w.-Ic s EO G`(N)rLU• O Rls"=1 SEr S-Jf✓. T 4 0F' -6 BIKE RACK ' Of Rend . Pl"nrling Division 3 � � aVVJEr 0 BOLLARD lit HANDICAP RAMP -U- INFORMATION SIGN ocos SANITARY SEWER CLEAN OUT 1 SANITARY SEWER MANHOLE Q111I STORM DRAIN CATCH BASIN QQ STORM DRAIN MANHOLE ® YARD DRAIN ° LUMINAIRE W/ARM LUMINAIRE LANDSCAPE LIGHT ® GAS METER © GAS STUB MARKER POST �I GAS VALVE Pe ELECTRICAL JUNCTION PULL/BOX ® ELECTRICAL METER � POWER VA ULT MANN OLE / ID SIGNAL JUNCTION BOX CY�-=--TRAFFIC SIGNAL POLE 01 TELEPHONE JUNCTION BOX (UG) Q FIRE HYDRANT IR IRRIGATION CONTROL VALVE ® WATER MANHOLE ® WATER METER ® MONITORING WELL m WATER VALVE �1 WATER VAULT & HANDICAP O DECIDUOUS (9 D FOUND CASED MONUMENT ® SET HUB & TACK $ SET PK NAIL ® SET REBAR & CAP X30.38 SPOT ELEVATIONS -'�`- -" `m"` "--FENCE, CHAIN-LINK FENCE WROUGHT IRON ........................................... r' .... .................................... . GAS - - D - STORM _ - -._-_.SEWER T TELEPHONE, BURIED w WATER O1 NUMBER OF EXCEPTION FROM TITLE REPORT AS LISTED ON SHEET 1 OF 5 ' Of Rend . Pl"nrling Division 3 � � aVVJEr 0 —y - .0 —i 0, 3. .c: -0 > C� (L) 0 y 6 >, al M 0-0 �-- Q) ,� :�; (f) 0 0 0- -a "I 0) 0 0 11 N N 0 1-1 to It 04 1-1 V) :2 m a_ 0 3 r� -1 9 co - LLJ _,o ul 0 a c: N ) -�, .,� U) 00 04 E -\ U) n a) "- -b �l Q) 6 - 0 r7 � i��IC­(.` �-) A , ,� .1 AN,`,JEL = 25.85 6" (tll,-W) ==2Z. ��� "' � - , I ----.­---...--.—.­------ �� ...... ---,--,q- -�­.­ I - � — —�.. .... .. , — -- .�...� ­­­ .......... ... , ­�=M��­ lln= , - " 4mm 6=7 —1 - onammamummillow�11 . - N 89*54'2o" w 894.55' ­ , - - ) .... ­ . . - -11 ; ­ --- -1� — - � 1 ­=) �' ... � ­ - ­­-Almll ,--;; .. .. .% . ...... -­ .=� m,g �iiiii � . .. . --.. -"- �� 1 z7��­...- ;;;;!!!!' ­ % .-­-��;,— ­- - - ----- -- ­.. , . . ..... ... . .... . � - - �­�- -" am - ::�­ -.� 7 0 --- - - ­9-'-4��.IN-Hi'*�­Fet - - =.- i- , , ­... -- ,\1 - == - - ----� -- 77....- ..L.-.... � ---:�. . ­ s . .......... /'l---- F5 ---------.----.-.. ---.-.-.- - ----- � - - ---- - - -- `Z�.-­­­ ,�) ­­­ - ­... ---1-- 1��, - - 'l —. , 7 -,--����� s --------------,- � -- s -..-----.---------7��- 31 - � ­­­ ... 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" " , 11 ,". ­,­ 4�� �' ��/ � SEE SH-EET 4 OF -5 , , . , .,�,..:��,;� ,, ,� �,�, Z�,,� ,� . ,,�", BIKE RACK w mll-,-�2 '.­ � �, ­ I � I I cjty,ofII-- P/annin ap-r1ton 9 Divisjon JUN 3 0 2, , �'o h L6 (0- , ,e#m L Z, a , mmmlmffmvAmmmwmmm�ww 0 BOLLARD a HANDICAP RAMP -u- INFORMAFION SIGN ocos SANITARY SEWER CLEAN OUT @ SANITARY SEWER MANHOLE m ASIN OLE ID YARD DRAIN -)�- LUMINAIRE W/ARM -4 LUMINAIRE -* LANDSCAPE LIGHT 0 GAS METER m GAS VALVE 0 ELECTRICAL JUNCTION PULL/BOX 0 ELECTRICAL METER EM POWER VAULT/MANHOLE EO SIGNAL JUNCTION BOX Cl--Z:::—TRAFFIC SIGNAL POLE 0 TELEPHONE JUNCTION BOX (UG) Q FIRE HYDRANT FI -R] IRRIGATION CONTROL VALVE 8 ED WATER METER 0 MONITORING WELL m WATER VALVE I'm WATER VAULT & HANDICAP 0 DECIDUOUS & FOUND CASED MONUMENT 0 SET HUB & TACK + SET PK NAIL a SET REBAR & CAP X30.38 SPOT ELEVATIONS . . - — FENCE, CHAIN–LINK — 0 — 0 — 0 -- FENCE WROUGHT IRON ........ 11-1 ....... � ....... � .... I ...... ­ ?" .... ,,,.� ..... *"** . . ....... ....... GAS .... . ........ ­..-­­-­ D ------- - — ----- STORM , — - D SEWER ... .............. ­ ... ­­ ... T ----- . ........ . ...... TELEPHONE, BURIED --- W -- WATER 0 NUMBER OF EXCEPTION FROM TITLE REPORT AS LISTED ON SHEET 1 OF 5 w mll-,-�2 '.­ � �, ­ I � I I cjty,ofII-- P/annin ap-r1ton 9 Divisjon JUN 3 0 2, , �'o h L6 (0- , ,e#m L Z, a , mmmlmffmvAmmmwmmm�ww 0 J O Y I T O �p w y o o d a 0 0 0 N O N / In 0 a 0 V� w 0 m 0 N N 00 N N E N / N LZn -SHEET KEY N.T.S. DETAIL SCALE: 1 " = 50' r rn rn - 00 4J W N O N �0) 00 ZZ �(o N "v"U"i'041NITY MAP N.T.S. EAST,A PORTION OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 w FOUND MONUMENT IN CASE 1 1/2" BRASS DISK WITH PUNCH, STAMPED "30429" IN 4" X 4" CONCRETE 0 O z FOUND MONUMENT IN CASE _2 1/2" BRASS DISK IN CONCRETE WITH "X" HClONU IV ENI I N0. 370 N ON 1.17' E OF WATERWAY MARGIN HELD AS CENTERLINE OF N. 6TH STREET NORTH 6TWI STREET N , WITH PUNCH 7 / / - - - - N 88'24'33" E 2596.10' (ESM) 1/ _ _ 867.58' 18 N 88'24'41" E 2596.18' (R1) -4d! v W jU °j l a FOUND 1 1/2" BRASS �, \ 'r 14J w DISK IN 4" CONCRETE \ PYRAMID. 0, co i s 6'p n Z TABLE CURVE DELTA N 89'34'09" W 1176.11' Cl 4'22'20" 11486.781 113.46 C2 2'47'29" \\� N 89'34'09" W 1-120.18' 0 uo tp� \� � � � � )Joo,o O N FROM PLAT OF cS 00 CH ADSITS (VOLUME 8, PAGE 79) DUE TO LACK OF EVIDENCE TUU, stp, N, 0 CORRESPONDING TO SAID PLAT. w r\ '-�- Ss,' \ v NO. 2, RECORDING NO. 20050110900004 Irm � < R2= "A SURVEY TO ESTABLISH THE NORTH LINE OF BLOCK 10, FOUND MONUMENT \ Lo RENTON FARM PLAT & BLOCKS 12, 13 Sc 14, RENTON FARM IN CASE ABANDONED RAILROAD 0(.11 W NAIL IN_�_ RIGHT-OF-WAY PER R4 1957 AND FILED IN RECORDS OF WASHINGTON DEPARTMENT CONCRETE / OF NATURAL RESOURCES UNDER DOCUMENT I.D. NO. 453022 W E ZON R3= CITY OF RENTON LOT LINE ADJUSTMENT N0. FOUND MONUMENTIN CASE WITH 4" \ T N 'Ae IRON PIPE WITH NAIL cr 20080916900008 IN CONCRETE I co 1 Ex� m ®� E °' V c ¢® <N $0'12.26,. v v <N 80'06I5o" W (D1) Zg D iR)> 89'54'20" W 894.55' (ESM -SM ® N N 89'59'56" W 830.55 D1 c o Z ` E \ L=224 �� v 11- Ja ZONE R=1710 ci Q N 0=7'31 , rn 150' �z i s 1 I ` ZFOUND L -MONUMENT �o` IN CASE / 1 1/2" DISK N , WITH PUNCH 7 / / - - - - N 88'24'33" E 2596.10' (ESM) 1/ _ _ 867.58' 18 N 88'24'41" E 2596.18' (R1) -4d! v W jU °j l a FOUND 1 1/2" BRASS �, \ 'r 14J w DISK IN 4" CONCRETE \ PYRAMID. 0, co i s 6'p n Z R4= MAP OF NORTHERN PACIFIC RAILROAD SEATTLE DIVISION - SEATTLE BELT LINE FEBRUARY 12, 1912 D1= STATUTORY WARRANTY DEED RECORDED UNDER INSTRUMENT NO. 5701684 UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HERON ARE TAKEN FROM A COMPILATION OF PAINT MARKINGS BY A FIRM SPECIALIZING IN UTILITY LOCATES, PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. CURVE TABLE CURVE DELTA I RADIUS I LENGTH Cl 4'22'20" 11486.781 113.46 C2 2'47'29" \\� (owil N. 6TH STREET COULD NOT BE CALCULATED uo tp� \� � � � � )Joo,o O N FROM PLAT OF cS 00 CH ADSITS (VOLUME 8, PAGE 79) DUE TO LACK OF EVIDENCE TUU, stp, Z Z Z Z CORRESPONDING TO SAID PLAT. w r\ R1= RECORD OF SURVEY FOR CITY OF RENTON COMMERCIAL�6 WATERWAY Ss,' \ v NO. 2, RECORDING NO. 20050110900004 4Ss�0 < R2= "A SURVEY TO ESTABLISH THE NORTH LINE OF BLOCK 10, FOUND MONUMENT \ CALCULATED CENTERLINE OF RENTON FARM PLAT & BLOCKS 12, 13 Sc 14, RENTON FARM IN CASE ABANDONED RAILROAD NO. 2" BY KENNETH J. OYLER, COMPLETED IN OCTOBER, NAIL IN_�_ RIGHT-OF-WAY PER R4 1957 AND FILED IN RECORDS OF WASHINGTON DEPARTMENT CONCRETE / OF NATURAL RESOURCES UNDER DOCUMENT I.D. NO. 453022 O R3= CITY OF RENTON LOT LINE ADJUSTMENT N0. FOUND MONUMENTIN CASE WITH 4" \ T LUA-08-072-LLA, RECORDED UNDER RECORDING N0. IRON PIPE WITH NAIL cr 20080916900008 IN CONCRETE R4= MAP OF NORTHERN PACIFIC RAILROAD SEATTLE DIVISION - SEATTLE BELT LINE FEBRUARY 12, 1912 D1= STATUTORY WARRANTY DEED RECORDED UNDER INSTRUMENT NO. 5701684 UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HERON ARE TAKEN FROM A COMPILATION OF PAINT MARKINGS BY A FIRM SPECIALIZING IN UTILITY LOCATES, PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. CURVE TABLE CURVE DELTA I RADIUS I LENGTH Cl 4'22'20" 11486.781 113.46 C2 2'47'29" _19- 0 93.05 ZONE 'AE'= BASE FLOOD ELEVATIONS DETERMINED ZONE 'X'= AREAS OF 500 -YEAR FLOOD; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THEN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD. NOTE: ZONES WERE DIGITALIZED FROM F.I.R.M MAP NUMBER 53033CO977 F. MAP REVISED MAY 16,1995 SEE DETAIL A -J rnQ s0 FOUND MONUMENT IN CASE 7 8 2" BRASS DISK WITH SMALL PUNCH I 00' 50' 50' FOUND MONUMENT IN CASE 2" BRASS DISK IN CONCRETE WITH PUNCH, STAMPED "21599" 4.5' N, 13.2' E OF PROJECT LINE OF N. 6TH ST. v�N n or_ 0� N N N �rnrn� cflrnrn c 4 4 'q- 00 0 Z z I i� N �p O q- 0 4 co n -� Q co 0 o I n 1.7' )8, /o 10 v STA1117 1-9o." STA �� 1 rrr8�29.7 N N so, 80 ro0, 7I 23 •78'Fla FOUND MONUMENT 18 17 IN CASE RAILROAD SPIKE STA , _ WITH PUNCH CALCULATED CENTERLINE OF ABANDONED RAILROAD RIGHT-OF-WAY PER R4 FOUND MONUMENT IN CASE NAIL IN CONCRETE PTC MONUMENT STA 26+35.72 (PER EVIDENCE IN EASEMENT RECORDED UNDER RECORDING NO. 8012290368) / L=192.79' R=1436.78' 0=7'4"' ' 17" T=96.45' k US CALCULATED MEASURED NCE FROM P.I. MENT TO ENT MONUMENTS. �.� FOUND MONUMENT IN CASE 4" IRON PIPE WITH NAIL IN CONCRETE j O N cD FOUND MONUMENT IN CASE 4" X 4" CONCRETE WITH BRASS NAIL _ CITY OF RENTON MONUMENT \ NO. 1099 ti N_Q , \ <G 09 - \ LEGEND SEE SHEET 3 OF 9 SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC -332-130-100 THREE DUAL FREQUENCY SURVEY GRADE GPS UNITS UTILIZING RAPID STATIC AND POST PROCESSING TECHNIQUES PROCEDURE USED : FIELD TRAVERSE AND GPS WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON AND OF GOVERNMENT LOT 1, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY AND WESTERLY OF LOGAN AVENUE NORTH (LOGAN STREET/WILLIAMS STREET) AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3261297 AND SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTH MARGIN OF 6TH AVENUE NORTH (YESLER STREET) AND THE WEST MARGIN OF LOGAN AVENUE NORTH; THENCE SOUTH 0'25'49" WEST 574.15 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT WITH A RADIUS OF 1710.08 FE[, --r; THENCE SOUTHWESTERLY ALONG SAID CURVE AND SAID WEST MARGIN 279.44 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 89' 59' 56" WEST TO THE COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY. APN: 072305-9053-08 APN: 072305-9085-00 HORIZONTAL CONTROL: NAD 83/91. #370 N= 182528.326, E= 1299541.230, ELEV= 387.34' #1099 N= 179917.298, E= 1300240.562, ELEV= 315.49' VERTICAL CONTROL: NAVD '88 PROJECT IS REFERENCED VIA GPS TO CITY OF RENTON PUBLISHED CONTROL POINTS NO. 370 AND 1099. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 421283, DATED NOVEMBER 30, 2009. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1-2. NOT REPORTED HEREIN. 3. SUBJECT TO ANY QUESTION THAT MAY ARISE DUE TO THE SHIFTING AND/OR CHANGING IN THE COURSE OF COMMERCIAL WATERWAY DISTRICT NO. 2 AND CEDAR RIVER. 4. SUBJECT TO THE RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF CEDAR RIVER. 5. SUBJECT TO RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE PREMISES SUBJECT TO SUCH SUBMERGENCE) 6. SUBJECT TO AN EASEMENT FOR DIKE AND RIP RAPPING AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO NORTHERN PACIFIC RAILWAY CO., AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 1187982. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM REFERENCED DOCUMENT AND IS NOT DEPICTED HEREIN. 7. SUBJECT TO AN EASEMENT FOR LANDSCAPING AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO THE CITY OF RENTON AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7208250389. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 8. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8007290427. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 9. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR PUBLIC UTILITIES GRANTED TO THE CITY OF RENTON, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8012290368. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 10. SUBJECT TO AN UNRECORDED LEASE BETWEEN RENTON SCHOOL DISTRICT NO. 403 AND INTERSTATE MOBILEPHONE COMPANY, AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY A MEMORANDUM OF LEASE RECORDED UNDER RECORDING NO. 9301050620. 11. SUBJECT TO AN UNRECORDED LEASE BETWEEN RENJON SCHOOL DISTRICT NO. 403 AND GTE MOBILNET INCORPORATED, A CORPORATION OF THE STATE OF DELAWARE, AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY A MEMORANDUM OF LEASE RECORDED UNDER RECORDING NO. 9707241138. 12. SUBJECT TO AN EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO GTE MOBILNET INCORPORATED, A CORPORATION OF THE STATE OF DELAWARE, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 9707241139. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 13. SUBJECT TO AN EASEMENT FOR SANITARY SEWER AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE BOEING COMPANY, A DELAWARE CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20030701001459. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 14. SUBJECT TO AN FOR PUBLIC SIGNAGE AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF RENTON, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20081107000085. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 15. SUBJECT TO MATTERS THAT MAY BE DISCLOSED UPON RECORDATION OF THE FINAL SUBDIVISION. 'ty f Renton Pinning Diiiision JUN 3o 1'o Ln] kC [ REVISIONS NO. DESCRIPTION/DATE BY ADDITIONAL LOCATES 3-19-2010 KLL E ' N N N N a� cD wwww �^ j (owil W i N N O (D 000'O JOB NO. 246-028-009 0 0000 h O Z Z Z Z �n `n w Vdc W W Lo c Q a: N < N wn. CALCULATED CENTERLINE OF =z _v Q vv ABANDONED RAILROAD :N O RIGHT-OF-WAY PER R4 00 0 Z z I i� N �p O q- 0 4 co n -� Q co 0 o I n 1.7' )8, /o 10 v STA1117 1-9o." STA �� 1 rrr8�29.7 N N so, 80 ro0, 7I 23 •78'Fla FOUND MONUMENT 18 17 IN CASE RAILROAD SPIKE STA , _ WITH PUNCH CALCULATED CENTERLINE OF ABANDONED RAILROAD RIGHT-OF-WAY PER R4 FOUND MONUMENT IN CASE NAIL IN CONCRETE PTC MONUMENT STA 26+35.72 (PER EVIDENCE IN EASEMENT RECORDED UNDER RECORDING NO. 8012290368) / L=192.79' R=1436.78' 0=7'4"' ' 17" T=96.45' k US CALCULATED MEASURED NCE FROM P.I. MENT TO ENT MONUMENTS. �.� FOUND MONUMENT IN CASE 4" IRON PIPE WITH NAIL IN CONCRETE j O N cD FOUND MONUMENT IN CASE 4" X 4" CONCRETE WITH BRASS NAIL _ CITY OF RENTON MONUMENT \ NO. 1099 ti N_Q , \ <G 09 - \ LEGEND SEE SHEET 3 OF 9 SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC -332-130-100 THREE DUAL FREQUENCY SURVEY GRADE GPS UNITS UTILIZING RAPID STATIC AND POST PROCESSING TECHNIQUES PROCEDURE USED : FIELD TRAVERSE AND GPS WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON AND OF GOVERNMENT LOT 1, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY AND WESTERLY OF LOGAN AVENUE NORTH (LOGAN STREET/WILLIAMS STREET) AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3261297 AND SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTH MARGIN OF 6TH AVENUE NORTH (YESLER STREET) AND THE WEST MARGIN OF LOGAN AVENUE NORTH; THENCE SOUTH 0'25'49" WEST 574.15 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT WITH A RADIUS OF 1710.08 FE[, --r; THENCE SOUTHWESTERLY ALONG SAID CURVE AND SAID WEST MARGIN 279.44 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 89' 59' 56" WEST TO THE COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY. APN: 072305-9053-08 APN: 072305-9085-00 HORIZONTAL CONTROL: NAD 83/91. #370 N= 182528.326, E= 1299541.230, ELEV= 387.34' #1099 N= 179917.298, E= 1300240.562, ELEV= 315.49' VERTICAL CONTROL: NAVD '88 PROJECT IS REFERENCED VIA GPS TO CITY OF RENTON PUBLISHED CONTROL POINTS NO. 370 AND 1099. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 421283, DATED NOVEMBER 30, 2009. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1-2. NOT REPORTED HEREIN. 3. SUBJECT TO ANY QUESTION THAT MAY ARISE DUE TO THE SHIFTING AND/OR CHANGING IN THE COURSE OF COMMERCIAL WATERWAY DISTRICT NO. 2 AND CEDAR RIVER. 4. SUBJECT TO THE RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF CEDAR RIVER. 5. SUBJECT TO RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE PREMISES SUBJECT TO SUCH SUBMERGENCE) 6. SUBJECT TO AN EASEMENT FOR DIKE AND RIP RAPPING AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO NORTHERN PACIFIC RAILWAY CO., AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 1187982. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM REFERENCED DOCUMENT AND IS NOT DEPICTED HEREIN. 7. SUBJECT TO AN EASEMENT FOR LANDSCAPING AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO THE CITY OF RENTON AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7208250389. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 8. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8007290427. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 9. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR PUBLIC UTILITIES GRANTED TO THE CITY OF RENTON, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8012290368. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 10. SUBJECT TO AN UNRECORDED LEASE BETWEEN RENTON SCHOOL DISTRICT NO. 403 AND INTERSTATE MOBILEPHONE COMPANY, AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY A MEMORANDUM OF LEASE RECORDED UNDER RECORDING NO. 9301050620. 11. SUBJECT TO AN UNRECORDED LEASE BETWEEN RENJON SCHOOL DISTRICT NO. 403 AND GTE MOBILNET INCORPORATED, A CORPORATION OF THE STATE OF DELAWARE, AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY A MEMORANDUM OF LEASE RECORDED UNDER RECORDING NO. 9707241138. 12. SUBJECT TO AN EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO GTE MOBILNET INCORPORATED, A CORPORATION OF THE STATE OF DELAWARE, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 9707241139. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 13. SUBJECT TO AN EASEMENT FOR SANITARY SEWER AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE BOEING COMPANY, A DELAWARE CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20030701001459. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 14. SUBJECT TO AN FOR PUBLIC SIGNAGE AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF RENTON, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20081107000085. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 15. SUBJECT TO MATTERS THAT MAY BE DISCLOSED UPON RECORDATION OF THE FINAL SUBDIVISION. 'ty f Renton Pinning Diiiision JUN 3o 1'o Ln] kC [ REVISIONS NO. DESCRIPTION/DATE BY ADDITIONAL LOCATES 3-19-2010 KLL E fw E 10 rl I.LI 'r co o a� !L Wc0N j J it u7 N -N JOB NO. 246-028-009 00<YO�i y DESIGNED BY: W) �n 0 L Vdc DATE: 03-23-2010 c Q a: < n wn. =z _v Q vv Z w �mw 9 �J O O co {3 ®� E °' V c ¢® v v E Zg D N ® c o �� v 11- Ja 0)'u+U ci co U. E co rn 3 s L �o` ul�: c WV Ua fw E 10 rl 1 1 OF SHEETS I.LI Of !L O it U JOB NO. 246-028-009 DWG. NAME TOPO-01 DESIGNED BY: DRAWN BY: DLR CHECKED BY: DATE: 03-23-2010 1 1 OF SHEETS LU Q LLI z < 0 r L U 12 Riz C U C C 99:= LL C G C L. cc SURVEYED: SCALE: ISSUE DATE: AS NOTED DESIGNED: SMR CHECKED BY: DRAWN: PRW ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY J N P APPROVED: 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0 A A A A A REVISION DATE REVISIONS C. WASI���� 26577 ��`�SIDNAL RENTON SCHOOL DISTRICT lowl I lit Milk JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: SSN CHECKED BY: SMR CIVIL IT city o ._ L, - , Planning Division DEC - g 2010 �E�711V 1w w If DOWN POUT CONNECTION ..-T-', .. ......... 7 - LIM!"-- ty 0 ..Imi CO A IL CE bi" 611! 10/w H. WAY It�l COVERED ' WING; TAC AREA) C IF 8 r N� 30!65± _/RlM 30.46 lF 27.99 6" Pv 3 MATCH EX Il 4' PVC X IF 2 V. 97 1 ' Ill (F) CONNECT 4" SID TO CX C8 RESTORE EX FENCE CONNECT TO EX MH I IE=25.90 Cn (RECHANNELMH) ....... ...... - - ; I [T LINVI - - -- ----- M4:2t T,55�� -=7- X -__ X_ 0 0ss Ss ss M RIM JO. 0 WD CIIANNFL 0 zo.l U (IV co I _0 M 4a) I =7 RIM jo. I ICPP IE -28.19 6 W) - IF 28.29 6' CPP (S) TAP E "CURB (TYP) SEE_ E�TAIL- VERTICAL CURB--, SEE DTIL(K) C3.1 I `Z E j_ FENCE SEE L'SCAPE AUBB PLANS IP4CeBRACE ADJUST RIM--,,"", TO GRADE SD RTICAL CURB 2 NEW PnnF nHTrFP EE DETAIL(a4) RESTORE VERTICAL CURB VERTICAL CURB SEE DETAIL(j:) L" VERTICAL CURB 13-11 SEE DETAIL 4 SEE DETAILM C3.11 M C3.11 ...... ....... 1-11 _11 T M 1_1;�. a i I a , � I LIM IT 'ice 1111ill `_IMIT az­ LN �T Mwom MR��w IN _7 MATCH" III EX -CURB \ 11�1 ==a\ ammi mma Mom --m-lim amm M== M55sm omm 3= i1vi :a f ow �m_ ;it 1 IN! mr 11K iINI-I m. X ASPHALT PATCH PARALLEL PARKING/ ST DETAIL M5 STALL STRIPING (TYP) RIM 29. J6 03.11 ASPH111 CONC SEE DETAIL THIS PACE 10 29. /8 IT 26.48 12 IF 26.48 12" CONC Il 12- CONC (W) -SD SID SD SD IF 25.7J 12- CONC (1) SD SD SEE DETAIL SD VERTICAL CURB C3.11 6 SPACES' 8 SPA CES RESTORE PARKIN Sill STRIPING LOT STRIPING [S . . ............. �C -S C1 E E - SPA CFS E E 11 L FF F UTILITY X'ING L SID SPA S 12"SD=27.18 CES 6 SPACES 8 ,SPACES RIM =30.50 50 Li 6"SS=26.30 CONC (w) J /1 25.27 12 " I (USE ETHAFOAM PAD I I 1L=25.48 8" (N) W1111 12" CUP Ai P LL 28.17, BETWEEN PIPES) CONSTRUCTION ' /SpHALT PATCH-/ LIMITS LINE SEE DETAIL (4 LINE DETAILl C3.11 N 80 06' __U RIM -30.92 TAPERED CURB (TYP) /I _zAdl,12"'CONC(N EE 'DETAIL lF 17.8 6" CPP C3.111 C3.11 I LIMIT LIMFF 11 M I -I- LIMF LIM IT KJ ONSTRUCTION 2" DOMESTIC METER I (SEE ARCH'L PLANS) 31.01 (EX) AREA DRAIN ELI ITS LN__ 25 LF 6" SS- RESTORE VERTICAL CURB E 60 DOWNSPQVI TC 31. @ 2.0% (MIN) 2' 5"CS RIM -29.20 w - ON 3�. 1 SEE DETAIIL(� - ------ 31.0± IE L-AM-Ff -2746 w REM!= HOE= r-t'i _U (EX) w w F w w w W w w (TYP) . ....... ..... - I __ . ''I - ... - - I - . - - -1- - .... ...... . ...... ...... 32-jF ACO K -100S KLA�'SIKSD __s SDCO �,l V,, IN . ....... .. .. .... .. 7 Ell LF_ I 17 17 K _-�UFFLK_ 0% MIN ��DE[ off PB IN _7�Lp :".�;`DRAIN W/ DA IR LID J, M �U.b/ UAL VL -M,"UGIl W11-40" CONC Li 6" SD @ 1.07. MIN PoRil 0/ ON 110 LF ---- - - IE 29).89 Al ,Y_� " 0 !!!!! Q <: L 0 DOMESTIC UNSPOUT CONCRETE STRIP 6" SIDE SEWER CONNECTION 40 LF 6" SD ATER SEE (D P.O.C. SEE MECH`L L'SCAPE PLANS) 7 . . . . . . . . . 4" FIRE 0 1.0% MIN ............................... SEE DETAIL �ERVICE CJ3 c+L / SLOPE CONIC 7 SERVICE FOR CONTINUATION TOWARD EX CB n. PHASE 1 41M 111111111111iIIIIN a= MM MM EM ZZ (1) 4" 99 BEND (MJ) 154 LF 4" DI CL52 INSTALL STORM, SIDEWALK AND 2� �f .41 W/ THRUST BLOCKING WATER TO PHASE LINE. TEMPORARY 67 LF 6"SD 2.0% MIN 7 I III I 111,11 111 1 4 lll 1111, 11 M Ill 11 1 11 11 r I ... ...... . ---------- I'CAP UTILITIES AT PHASE LINE. P 0 4' CHAIN liff FEW E T- T 6"x6" WYE 'K i6WR16� ki� 6%6" WYE IE -27.06 2m �Mm ---------- mgmm 30.75± 1 DGI 01 TRACK BOTTOM BOTTOM CHANNEL IE=26.39 1 IE=26.40 MATCH EX 7` CHANNEL IE 30.24 1011 SIDEWALK CONSTRUCTION (1) 4" 90- BEND (MJ) SEI TACK X51t CK" IE=29.65 CON QRETE SIDEWALK A1311ROX11VA [F TRACK LIMITS LINE IRRICARON WCAflON PER W/ THRUST BLOCKING 5'± ASPHALT PAVING 174 LF ACID K100S KLASSIK DRAIN RIZI-D IR SEE DETAIL_... SEE //,DETAIL K-1 Il ACK SURrACL W/ ADA IRON LID FT1 � I RECORD DR/I WING SEE DETAILl 9 (2)DOWNSPOUTS - CONNECT C3.11 RIM=30.62 TO SIDE OF TRENCH DRAIN ASPHALT PATCH SEE DETAIL Call PHASE 1 RIM -29.26 , i4 before you M - - 26. PVC (SE) CONCRETE PATH -1 Il 26 6 SEE L'SCAPE PLANS D19. CONSTRUCTIO 0 10 20 40 8-1 -1 or LIMITS LINE SD Rill I k\\\0011 ONCRETE PATH If 27.85 6" COJVC (N) 1-800-424-5555 L'SCAPE PLANS _2 77 S - CD SEE I L 4* C4 IF 26.21 18' CONC 1'1'11'�_�_ Z IF 24. J5 15 " (N) SCALE 1 ® UNDERGROUND SERVICE (USA) (F) SEE STRUCTURAL PLANS FORGWE :x, T-24.70 1,?7 (S) LEGEND BEAM SLEEVE. DETAILS AT LOCATIONS K SEE L'SCAPE PLANS ERE SEWE FOR GRADING IN I R R NEW FOOT11,i L'SCAPE AREAS TYP RAND WATER SLEEVES - 4" WHITE PAI -M EXISTING REMOVE PROPOSED EXISTING REMOVE PROPOSED �g /,--CONIN ASPHALT PAVING CT TO EX`� / CB WATER LINE w E�- 2 5. 156 LF 6" SS @ 0.50% RESTORE PARKING ASPIMLI SSMH LOT STRIPING 25 LF 6" SS (MIN) RIM=31.1 27 LF 6" SS @ 1.0% ®NDOER IE=26.67 OUT)NW ROUTE SEWER% WATER (TYP) 61 8SCO(USE ETHAFOAM PADS P- Mail a-mmil lomm MM i IE= IN)E RIM -31.1 + BETWEEN PIPE&, _j 6 � IE=27.04 -SEP IDETAIL(16: r CONSTRUCTION -4- ./1 22 6 CRASS �1�1 2 . ..... .LIMITS -LINE - ... ..... ...... RECONNECT TO EX !,,G2557 IS5'7'722,, ffi-gy'.3 L1 24" NTS CONCRETE PAVING By: Date: Approved STORM DRAINAGE LINE- SO Approved BUILDINGS F/71 By:, Date: SANITARY SEWER LINE- Ss GRAVEL L F_ -1 -1 POWER E E CONSTRUCTION LIMITS . . TELEPHONE LINE T SAWCUT LINE GAS LINE - GAS GAS CONTOUR (INDEX) -100- WATER METER/VALVE/FHE1 N 9 N CONTOUR -98- r- -i STORM CB/MH L _J TREE W/PROTECTION SANITARY SEWER MH/CO 0 CURBING CONSTRUCTION s. GAS VALVE/METER 9 K01 13 PROPERTY LINE STREET LIGHT ASSEMBLYLL 0-7x TELEPHONE RISER/MH Ll (D 0 0 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, IVVA 98 101 F: 206/343-5691 NO. REVISION 4. ASR)i CONSTRUCTIO1 a E Cl LIMITS LINE CONTRACTOR\TD-PoiliPLE WATER , PRIOR TO BUILDING AND SEWER ISD -29.787 -26.5 6" PIC (NW So CONSTRUCTION. NOTIFY ENGINEER -26.7; b ry U ADJUST RIM =25.92 /C SEWER f b, -CANNOT f Ytt y IMMEDIATELY 25.92 8" P TO GRADE -BE-ROUTED -Ul- ER WATER fif l A? SCALE: VERTICAL- NAVD 1988 AS NOTED HORIZONTAL- NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SURVEYED: DESIGNED: SMR DRAWN: PRW CHECKED: JNP BY DATE APPR APPROVED: Approved By: Date: Approved By- Date: Approved By: Date: Approved By:, Date: . . ........ GRASS -g-i M C -PON l N1. EE SHEET C301. ' CONSTRUCTION s. Approved By: Date: Approved By- Date: Approved By: Date: Approved By:, Date: LIMITS LINE DATE: RENTON SCHOOL DISTRICT 12/06/10 CITY OF RENTON MEMORIAL STADIUM RENOVATION FIELOBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. CIVIL SITE PLAN 03.02 SHEET:OF. 10 16 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT iteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 IF (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 IF (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0 0 0 REVISION REVISIONS DATE C. 26577. L I ZI 10 RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: SSN CHECKED BY: Sill CIVIL SITE city PLAN, Planning Division DEC - 8 2010 LE C f &-_- nn C3-6-2 ILLI Q z z 0 0 w o 0 z W i,/ W 2 0 Is - z w nrnl Anr A- I A I T CONSTRUCTION RESTORE LIMITS LINE VERTICAL CURB - 4 w SEE DETAIL c . RESTORE DISTURBED ' PARKING LOT STRIP IC — E — 6 SPA Cl ,f L _TT __ 7F COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 SII before you D; 9• 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) CONSTRUCTION SOUENC: REMOVE PROPOSED 0 1. BEFORE ANY CONSTRUCT10N OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE 11. GRADE AND PLACE ACCEP FABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON if ?719 4 Py , (E) - lL 26.19 8 PI/V -(L) CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCH / STORM DRAINAGE LINE Su BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY GRADING OPERATIONS. USF CATCH BASIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE. TC J 1,52 COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS GRAVEL F_ I- L 1-800-424-5555. 12. INSTALL NEW UTILITIES PER THE DRAWINGS. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. TELEPHONE LINE A. WET TAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BY A CITY APPROVED SUBCONTRACTOR. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. - - - B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS. 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 13. FINISH GRADE SITE AND CONSTRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, CURBS AND GUTTERS. 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 14. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN AUTHORIZED 8. CLEAR &GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED. 377 LOCATION AT NO COST TO -THE OWNER. TREE W PROTECTION 16. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. 9. CONSTRUCT SEDIMENT INFI-RCEPTOR SWALES AND CHECK DAMS. �E DET IL GAS VALVE/METER M [] 14 17. CONTRACTOR SHALL CLEAN SEWER LINE FROM EACH BUILDING POINT OF CONNECTION TO MANHOLE WEST OF STADIUM. 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. ¢ - PROVIDE VIDEO TAPE EVIDI=NCE AFTER CLEANING. 18. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. nrnl Anr A- I A I T CONSTRUCTION RESTORE LIMITS LINE VERTICAL CURB - 4 w SEE DETAIL c . RESTORE DISTURBED ' PARKING LOT STRIP IC — E — 6 SPA Cl ,f L _TT __ 7F COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 SII before you D; 9• 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) EXISTING REMOVE PROPOSED 0 REMOVE PROPOSED R/P 30 84 - ' CHECKED BY: SMR if ?719 4 Py , (E) - lL 26.19 8 PI/V -(L) M _26.86 8" PVC (w) / STORM DRAINAGE LINE Su CD \ { `'- TC J 1,52 GRAVEL F_ I- L POWER F - — E — ® _ NFW FENCE - TELEPHONE LINE — T — SEE L'SCAPE':.. EX I - - - P[AN;7. - GAS — CONTOUR (INDEX) RIPS 10 DRAp; --100-- WATER METER/VALVE/FH EH A - MATCH EX 1E CONTOUR CONTOUR 51 SEEFAIL` 2::, STORM CB/MH 377 TREE W PROTECTION SANITARY SEWER MH/CO o ;VERTI�kL� CURt3; CURBING �E DET IL GAS VALVE/METER M [] 14 PROPERTY LINE -- — STREET LIGHT ASSEMBLY�� nrnl Anr A- I A I T CONSTRUCTION RESTORE LIMITS LINE VERTICAL CURB - 4 w SEE DETAIL c . RESTORE DISTURBED ' PARKING LOT STRIP IC — E — 6 SPA Cl ,f L _TT __ 7F COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 SII before you D; 9• 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) SURVEYED: DESIGNED: SMR DRAWN: PRW CHECKED: JNP DATE APPR APPROVED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL- NAD 1983/1991 AS CITY OF ha RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH P SCALE ACCORDINGLY ADJUST RIM TO GRADE CONCRETE PATH SEE L'SCAPE PLAN SEE DETAIL a SEE BID ALTERNATE ON L'SCAPE PLANS FOR WORK IN THIS AREA :ONSTRUCTION al IMITS LINE I! EXISTING REMOVE PROPOSED EXISTING REMOVE PROPOSED ASPHALT PAVING CHECKED BY: SMR WATER LINE - - w - CONCRETE PAVING / STORM DRAINAGE LINE Su BUILDINGS SANITARY SEWER LINE SS GRAVEL F_ I- L POWER F - — E — CONSTRUCTION LIMITS / TELEPHONE LINE — T — SAWCUT LINE - - - GAS LINE -- GAS - GAS — CONTOUR (INDEX) --100-- WATER METER/VALVE/FH EH A - E3 N -(P- }- CONTOUR CONTOUR 98 STORM CB/MH TREE W PROTECTION SANITARY SEWER MH/CO o ® • CURBING GAS VALVE/METER M [] 14 PROPERTY LINE -- — STREET LIGHT ASSEMBLY�� ¢ - TELEPHONE RISER/MH u © • O SURVEYED: DESIGNED: SMR DRAWN: PRW CHECKED: JNP DATE APPR APPROVED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL- NAD 1983/1991 AS CITY OF ha RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH P SCALE ACCORDINGLY ADJUST RIM TO GRADE CONCRETE PATH SEE L'SCAPE PLAN SEE DETAIL a SEE BID ALTERNATE ON L'SCAPE PLANS FOR WORK IN THIS AREA :ONSTRUCTION al IMITS LINE I! 4" 45' BEND (MJ) THRUST BLOCKING GHT 1 µ ON ECT TO EX 12" WATERS B E Jl) 12"x6" REDUCER 1� 4 LF 6" CL52 : DI /(/1�)7 LF . 6" CL52 DI 16" 22-1/2 BEND (MJ) / W THRUST BLOCKING . RJlvf 31.43 1P=24.38 12" CONC,(Nt / J1-24 46 12 CONC (SJ / Lf=2/93 6 CONC (W) 1E- PLUCCI D. b COX/{ / / / / / / / RENTON SCHOOL DISTRICT RENTON ■ [L STADIUM RENOVATION CIVIL SITE PLAN DATE: 12/06/10 PAGE: DRAWING NO: C3.01 SHEET: OF: 9 16 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 G D 0 0 A 0 REVISION DATE REVISIONS AWA®� fly 26577 4 ��`�SIONAL IZ/06)10 RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: ,° /a / CHECKED BY: SMR / . / / 4" 45' BEND (MJ) THRUST BLOCKING GHT 1 µ ON ECT TO EX 12" WATERS B E Jl) 12"x6" REDUCER 1� 4 LF 6" CL52 : DI /(/1�)7 LF . 6" CL52 DI 16" 22-1/2 BEND (MJ) / W THRUST BLOCKING . RJlvf 31.43 1P=24.38 12" CONC,(Nt / J1-24 46 12 CONC (SJ / Lf=2/93 6 CONC (W) 1E- PLUCCI D. b COX/{ / / / / / / / RENTON SCHOOL DISTRICT RENTON ■ [L STADIUM RENOVATION CIVIL SITE PLAN DATE: 12/06/10 PAGE: DRAWING NO: C3.01 SHEET: OF: 9 16 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 G D 0 0 A 0 REVISION DATE REVISIONS AWA®� fly 26577 4 ��`�SIONAL IZ/06)10 RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: SSN CHECKED BY: SMR CIVIL SITE City of RPAR Planning Division DEC - 3 sid IE Go LE PDA C3.01 NV -4 NV -3 NV -2 NV -1 SHEET METAL GUTTER �– – n NORTH VIEWING AREA ROOF PLAN 3" DIA DS e— A3.41 'NV-4 'NV-3 A3.41 4 - 20'-0" 20'-0" NV -2 I 001$11 1 A3.60 NV -1 NG -6 +/ 23'-9" NORTH VIEWING AREA 4000 1 A3.41 – – – – -– – – – -- – – – – --– ----- ---------------------- - - - - -- --- 2 A3.41 n NORTH VIEWING AREA FLOOR PLAN ' 1/811 = 1 '-0" FLOOR PLAN LEGEND EXISTING TO REMAIN EXISTING TO REMAIN FLOOR PLAN NOTES 1. REFER TO WALL SECTIONS AND ENLARGED FLOOR PLANS FOR PARTITION TYPES NOT CALLED OUT HERE. ROOF PLAN LEGEND RT 1t ROOF ASSEMBLY TYPE, SEE A9.00 1 A3.60 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: ------------ - – – – ------------ - – – – – – – – ---w --------- DB, RH Lu FAI C\ r FA RCT -2 ) �– ------------ - –– – – – – – – – – ------------ —{-- – I 0 I n NORTH VIEWING AREA ROOF PLAN 3" DIA DS e— A3.41 'NV-4 'NV-3 A3.41 4 - 20'-0" 20'-0" NV -2 I 001$11 1 A3.60 NV -1 NG -6 +/ 23'-9" NORTH VIEWING AREA 4000 1 A3.41 – – – – -– – – – -- – – – – --– ----- ---------------------- - - - - -- --- 2 A3.41 n NORTH VIEWING AREA FLOOR PLAN ' 1/811 = 1 '-0" FLOOR PLAN LEGEND EXISTING TO REMAIN EXISTING TO REMAIN FLOOR PLAN NOTES 1. REFER TO WALL SECTIONS AND ENLARGED FLOOR PLANS FOR PARTITION TYPES NOT CALLED OUT HERE. ROOF PLAN LEGEND RT 1t ROOF ASSEMBLY TYPE, SEE A9.00 1 A3.60 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH V - PLANS CRY of Renton Planning Division AUG 3 0 zwo A NO NG -6 NG -5 NG -4 NG -3 NG -2 NG -1 A3.31 I SHEET METAL GUTTER I 4 4 1 1 11 it I 11 I I I � I I I 1I I I I 1 I I I I I � 1 I 1 11 I I u I I III I: I I � I I 11 I1 II � 1 rr 1 I I 11 1 111111 11 I I 1 II � 1 : I I I 11 1 I I I I �r 111 I I I, 11 � II I I 11 Illl. 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I '.111 1 11 1.1 1 11 1.,11 11 1 I 1I ,1.11:1 11 11 1 I 11 I 1 II 1 1 111. 1 I 1 1 1 ll1 1 I 111 11 1 1 1 1 1 1: I I 11 1 1 1 1 1 :1111 1 I 1 1 1 1 1111 1 I. 1 1 1 I 1 11 � 1 111 111 1 I � 11 1 1 1:11 IIII 1111 1 11 1 111 I I 1 1 1 1I II 1 1 1 1„ I 1 1 1,1 I 1 111 1 i1 1 II 1 I 111'1 1j I 1 I 111 11 I 11 I 1 155 1 I 11111 1 111 I I 81/4 11 1 1 I I 1 1 1 I 1 I I 1I 11 I..1 I 1 1 II II II 1 II 1 I 1 1 I 1 11 III 1 11 II 11 II I 1 I 1 1 1 111, I II1 I 11 II 111 I 'III II 1 I 11 I 1 I 1 1 1 1 111 1 I 1 I II; 1 111, II 1 I 1 1 I1 ,11 1, 11 1 11 I 1 1 1 1 1111 , .:1111 I 11 III., I '..111 111 IIII 1 I 111 1 1 11 I VIII 111111 I 1I, 1111 I 'l l I 11 1 1 II 1 j,11 III II III II III I 1 I 1 I 1 1 1 1 11 I. I 1 1 1.1.1 I 1 1 1 1 1 I I I 1 I I 1 . 1 I 1 II 11 1 II 1 1 II 1 1 1 I1 ,�''. 111 I I I 1 I', 111 1111 I 1 11 11 I 111 1 1 1 1 1 1 1 11 1 1 1 I I III it 1 I I 1 1 I I 1 I I I 1. • 1 1 1 11 I I� 111 1 I 11! I I 111 1I 1 I IIII „ I � I! 11. I IIII 1 I :- 2 A3.31 2 NORTH GRANDSTAND ROOF PLAN 1 NORTH GRANDSTAND FLOOR PLAN 1 /8" = V-0" FLOOR PLAN LEGEND EXISTING TO REMAIN EXISTING TO REMAIN FLOOR PLAN NOTES 1. REFER TO WALL SECTIONS AND ENLARGED FLOOR PLANS FOR PARTITION TYPES NOT CALLED OUT HERE. ROOF PLAN LEGEND RT 1t ROOF ASSEMBLY TYPE, SEE A9.00 0 i 2 A3.60 II'1I 111 1 I 11, 11 5 A6.71 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' I'll I q ;I, q �1�1, 1 o i l M REVISIONS KEY PLAN RENTON SCHOOL DISTRICT RENTON MEMORIAL STADIUM -,,ENOVATIOj JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09824.00 16 AUG 2010 CC DB, RH City of Renton planning Division AUG 3 0 2010 FL FGlqMCD A2.31 EN 9 NB-9 NB -8 11 5/8" 11 5/8" 1 fifi I RT -4 I I B-11 NB -7 NB -6 NB -5 NB -4 NB -3 NB -2 NB -1 N PP3 PP3 N DS ONTO NORTH SHEET METAL DS 1'-11 5/16" BUILDING ROOF GUTTER- 1' 10 5/8" 1 1/4"/12" - _ --- - - - - — _ - _ 1/4" / 12" - - -- -- ------------ --- - - --T- N B -A T EXISTING ROOF AT I I I I I Hill N NORTH GRANDSTAND _ I = - - /SEE 2/A2.21 FOR I I Ml I o i I LOWER ROOF .I T, _ I I I I I I I I I I r 2 Mi Hill oA3.60 N I I PP 3 o U 1 A3.31 FA FA FA I I I I I I I I I I I h'I- - - -I- ---- T - - - - -I -- - -I--- -- -- - - - - - - - - Hit I I I I I I I I I I 11 411 NORTH BUILDING UPPER ROOF PLAN f1/8�'=14' I'm n NORTH BUILDING LOWER ROOF PLAN B-1 NB -9 U32 NB -8 I I I I I I I I I DS I I 0 A3.20 5 CA5.01 7 A3.20 NB -7 NB -6 NB -5 NB -4 NB -3 NB -2 NB -1 B-1 NB -9 NB -8 I I I EX LIGHT STANDARD BASif 18'-0" 18'-0" 18'-0" IF 121-011 5'-11 3/16" 4'-8 13/16" n�- � ---! ---- - n NORTH BUILDING FLOOR PLAN U 1 /8" = 1'-0" 3 A3.20 �<�A6<BB�6I 2'-11 5/8" I FLOOR PLAN LEGEND EXISTING TO REMAIN EXISTING TO REMAIN FLOOR PLAN NOTE; 1. REFER TO WALL SECTIONS AND ENLARGED FLOOR PLANS FOR PARTITION TYPES NOT CALLED OUT HERE. ROOF PLAN LEGENb RT 1t ROOF ASSEMBLY TYPE, SEE A9.00 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' I f REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT RENOVATION JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH City of Renton Planning Division AUG 3 a 1010 !� / D A2.21 8'-0" q7'-0" N N ADJACENT SITE FENCING, SEE REHrOH LANDSCAPE DRWGS OVAMUH a TI o M MONUMENTAL SIGN ELEVATION �- 1 /4" = 1'-0" 19 iy J. as kg r,1 MONUMENTAL SIGN PLAN 405 Logan Ave N ELECTRONIC MESSAGE BOARD SSTL FINISH COMPOSITE PANEL, TYP. BACK -LIGHTED CUT-OUT LETTERING CONC BASE e >rO SOUTH TICKET BOOTH ROOF PLAN 1/8" = 1'-0" 2 -- -- - A9.11 _®_®_—_—_ ....... .......... ......._ I � r. _ + TICKET ( _ I BOOTH j I 1 I I BID ALTERNATE. NEW TICKET BOOTH ENCLOSURE - I A3.04 1 SOUTH TICKET BOOTH FLOOR PLAN FLOOR PLAN LEGEND EXISTING TO REMAIN EXISTING TO REMAIN FLOOR PLAN NOTES 1. REFER TO WALL SECTIONS AND ENLARGED FLOOR PLANS FOR PARTITION TYPES NOT CALLED OUT HERE. ROOF PLAN LEGEND RT 1t ROOF ASSEMBLY TYPE, SEE A9.00 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09824.00 16 AUG 2010 CC DB, RH T®PLANS & MONUMENTAL City 0 1 ),Iy- , s Planning Division AUG 3 0 1010 A2.11 (D- 1 W 2W 3W 4W 5W 6W 7W 8W 9W 10W 11 VV A3.03 i 2 1 A3.53 12W 13W 3.1� � I I II ------ --O E04 �O O- i I I OW2.5W n SOUTH GRANDSTAND SEATING - WEST 1/8" = 1'-0" A3.02 I w 0 I I I I I 4W 5.5W 7W 8.5W 10W 11 W 2.5 ------ -o 2 A3.53 E - F F.6 1 A3.52 - G 15 14E 13.1E 13E 12E 11E 10E 9E 8E 7E 6E 5E 4E 3E 2E 1E A3.03 I I I I I I I I I I I I I 1 -o 0 co O N _a N 1 SOUTH GRANDSTAND SEATING - EAST 1/811 = 1'-0" 0 qA3 04] 3 A3.53 E F F.6 A3.52 0 FLOOR PLAN LEGEND EXISTING TO REMAIN EXISTING TO REMAIN FLOOR PLAN NOTES 1. REFER TO WALL SECTIONS AND ENLARGED FLOOR PLANS FOR PARTITION TYPES NOT CALLED OUT HERE. 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH V GRANDSTAND -city PLA Planning Division AUG 3 0 2010 E�MV/r' Q n SOUTH GRANDSTAND GROUND FLOOR - WEST 15 14E 13.1E 13E 12E 11E 10E 9E 8E 7E 6E 5E 4E 3E 2E 1E A3.03 I I I I I I I I 1 3 A3.53 3.51 --- -1 A3.51 1 0 2 I I I I A3.51 I 2 — — AA61 ID ®D _S - --- sd - - - - - - - - -I - - - - A6.03 r I 2 1 A4.01 2 25'-0" 14'-5" A4.01 N I I I 1 I I I 3 I A4.01 A3.02 15 12.5E 11 E 10E 8.5E 7E 5.5E 4E 2.5E 1 E 1 SOUTH GRANDSTAND GROUND FLOOR - EAST 1/811 FLOOR PLAN LEGENd, EXISTING TO REMAIN - EXISTING TO REMAIN FLOOR PLAN NOTES 1. REFER TO WALL SECTIONS AND ENLARGED F1 OOR PLANS FOR PARTITION TYPES NOT CALLED OUT HERE. LU 0 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09824.00 16 AUG 2010 CC DB, RH SG - GROUND FL LAN llty (i Renton Planning Division AU6 3 0 zwo RECO V ED =I n COMPOSITE BUILDING SECTION: 1 /8" NG -GROUND 30'-7 1/2" CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' m i 7101 IN R CH41RDI HU ATE CF MSHI REVISIONS NV-GROUN 30'-6" NV -1 NV -2 NV -3 NV -4 �1 NV - NORTH ELEVATION V-0" NV -GROUND 30'-6" NV -4 NV -3 NV -2 NV -1 n NV - SOUTH ELEVATION ± 42' NV -A NV -B (o1 NV - WEST ELEVATION NV -B NV -A I 0 NV - EAST ELEVATION 1 /8" = 1 '-0" ELEVATION NOTES: 1. REFER TO A5.01 FOR CURTAIN WALL, STOREFRONT, AND WINDOW TYPES. 2. REFER TO A9.03 FOR LOUVER AND DOOR TYPES. NV -GROUND 30'-6" NV -GROUND 30'-6" 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' f' I I' REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT IIII Ir lliii 11111711 JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: Author CHECKED BY: Checker V ® BUILDING L VA Ill City of Renton Planning Division AUG 3 0 2010 Mcla w A3.41 rh NG -GROUND 30'-7 1/2 " �1G - NORTH ELEVATION U 1/8" = 1'-0" l- li IIII it I it it it i It I' IIII ',I i II Nil III I'llllIIII I T ; r, I LII; it II 'I i. i i ii'�' I' I i I II it ..III'' , i I II III III �I�, Ill' i I II it it II I ! I'II I I IIII � II Ili III it i t it it it III III III , I III l l7 II II I I II II it it I I I it 1 It I I low OWN 1011 IVA Mk em a =10 110141111im am aw j NG -GROUND 30'-7 1/2" n NG - SOUTH ELEVATION 1/8" = 1'-0" I 11 l ri l Ili I I �� I II I i I 11 I _II ill II I Iii I I I I it II � Ill I I I I '. IIII II ills I �I� I i I I it I it II III i it I I III i ii II I I I IIII I 'I �,.� �I�''�� ild I� ,I II .. il��II I'. 111 it �'I' I l ,.I l I I, 9 I i .. I NG -4 NG -5 - TI III 'Il I I IIII lig i i I I II �I I i li 11 I III I � II� � I i III III f I I I I I I I II I' II IIII I I I I I I I I I I I I I I L I I II I I I I I I I I II I I : I I III I I I I II I I I I I I I I I. I : I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I ! i i I: II � I II I I.. MP:11 HIMj il, II III I.I 'll II' III I, I I I :: I �� I I Hit i'� III II li id I.Mill ._.... 1. -, , ,'I t ., li ..,�. , I,..:......, „ ...�,,,,...............,,, , ,,,,,,, 1.. :....... ,.......... :.,;..I .. ......... .... -. _.. ._..... ._.. _... 11 _ L NG -4 NG -3 NG -2 I I I � I � I � � I I Vntofir!v 1 1 I I !lL IYIL I /""1L".....•....:::.�:::............. PANEL CLADDING ELEVATION NOTES: 1. REFER TO A5.01 FOR CURTAIN WALL, STOREFRONT, AND WINDOW TYPES. 2. REFER TO A9.03 FOR LOUVER AND DOOR 1YPES. n NG - WEST ELEVATION U 1/8" = 1'-0" 1 NG - EAST ELEVATION NG -GROUND - - 30'-7 1 /2" NG -GROUND 30'-7 1/2" 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 01 4' 81 16' REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: Author CHECKED BY: Checker BUILDING ELEVATIONS CRY of Renton Planning Division AUG 3 0 2010 IN 7CO ED A3.31 N n NORTH BUILDING NORTH ELEVATION U 1/8" = 1'-0" 18'-0" B-1 3 NORTH BUILDING SOUTH ELEVATION 1/8" = 1 '-0" NB -2 NB -3 NB -4 18'-0" N B-9 INB-8 :m NB -7 NB -5 15'-4" NB -6 15'-4" NB -5 INB-A IN13-13 ELEVATION NOTES: 1. REFER TO A5.01 FOR CURTAIN WALL, STOREFRONT, AND WINDOW TYPES. 2. REFER TO A9.03 FOR LOUVER AND DOOR TYPES. N13-7 NB -8 NB -9 B-1 B-11 NG -1 � II 16'-0" NB -4 16'-0" NB -3 INB-2 i NB -1 19'-4" MTL PARAPET, ALUM COLOR PRECAST CONCRETE LINTEL 3 -GROUND 30'-10" NB -A NB -B NB -A NB -B NB -B NB -A 2 ± 50'-11,'� A3.60 i n %,," EAS -r ELEVATION @ TICKETING " = 1'-0" 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' i REVISIONS N KEY PLAN I I RENTON SCHOOL DISTRICT RENTON MEMORIAL STADIUM RENOVATION JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH NB ® BUILDING ELEVATIONS AND TIONS CRY of Renton Planning Division I AUG 3 0 2010 A3./ -U - --- I i i - n SOUTH TICKET BOOTH NORTH ELEVATION �J 1 /8" = V-0.. B B.8 C D E F F.6 G H vvv VI\llI V1JV 11 -II )1 L--; U VVV I I I I IVf\L- I UVV I I I VV CJ I GLC VMI IMV 2) 1/8" = V-0" SOUTH GRANDSTAND & SOUTH TICKET BOOTH EAST ELEVATION 1/811 = 1 '-0" ± 75'-8" G F.6 Y141 A3.52 3 A3.52 F E D I -CHAIR TFORM 42'-3" �D FLR 32'-0" 710 ELEVATION NOTES: 1. REFER TO A5.01 FOR CURTAIN WALL, STOREFRONT, AND WINDOW TYPES. 2. REFER TO A9.03 FOR LOUVER AND DOOR TYPES. City of i enton Planning Division AUG 3 0 1010 Ff [EC ' [1V Fa 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' REVISIONS RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH _. _- _ -- EG - I��- 2 NORTH ELEVATION - WEST 1 /8" = 1 '-0" ......................__......... ..........I: ........... . _... ...._.__. u IL - IL . - - -4 -- ..... - - -- -........ .. 1 NORTH ELEVATION - EAST 1 /8" = 1 '-0" PRESS BOX 64'-5" WHEELCHAIR PLATFORM 42'-3" GROUND FLR 32'-0" PRESS BOX 64'-5" 70 ALUMINUM BLEACHER SEATING WITH SEAT BACKS EXISTING HANDRAIL, TYP WHEELCHAIR PLATFORM 42'-3" GROUND FLR 32'-0" ELEVATION NOTES: 1. REFER TO A5.01 FOR CURTAIN WALL, STOREFRONT, AND WINDOW TYPES. 2. REFER TO A9.03 FOR LOUVER AND DOOR TYPES. CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' q , REVISIONS RENTON SCHOOL RENTONR��f MEMORIAL STADIUM 11 M-0 mil JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH BUILDING ELEVATIONS i - Planning Division AUG 3 0 ZU19 I, _. _- _ -- EG - I��- 2 NORTH ELEVATION - WEST 1 /8" = 1 '-0" ......................__......... ..........I: ........... . _... ...._.__. u IL - IL . - - -4 -- ..... - - -- -........ .. 1 NORTH ELEVATION - EAST 1 /8" = 1 '-0" PRESS BOX 64'-5" WHEELCHAIR PLATFORM 42'-3" GROUND FLR 32'-0" PRESS BOX 64'-5" 70 ALUMINUM BLEACHER SEATING WITH SEAT BACKS EXISTING HANDRAIL, TYP WHEELCHAIR PLATFORM 42'-3" GROUND FLR 32'-0" ELEVATION NOTES: 1. REFER TO A5.01 FOR CURTAIN WALL, STOREFRONT, AND WINDOW TYPES. 2. REFER TO A9.03 FOR LOUVER AND DOOR TYPES. CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' q , REVISIONS RENTON SCHOOL RENTONR��f MEMORIAL STADIUM 11 M-0 mil JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH BUILDING ELEVATIONS i - Planning Division AUG 3 0 ZU19 PRESS BOX 64'-5" WHEELCHAIR PLATFORM — — 42'-3" GROUND FLR 32'-0" 71110 ELEVATION NOTES: 1. REFER TO A5.01 FOR CURTAIN WALL, STOREFRONT, AND WINDOW TYPES. 2. REFER TO A9.03 FOR LOUVER AND DOOR TYPES. 1/811 11-011 1W 2.5W 4W 15.5W 7W 18.5W 10W 11 W 11 E 10E E 7E 5.5E 4E 2.5E 1 E 4.01 2 6 3 1 3 1 8 1 1 1 1 A3.51 1 A3.51 2 A4.02 A3.51 GROUND -FACE CMU, TYP —\ I I 41 A3.51 rl RACTAi cininirr TVP 5 1 1 1 4 1 1 A4.01 1 1 1 A4.01 1 SOUTH ELEVATION - EAST 1/8" = 1'-0" PRESS BOX 64'-5" QV Lij WHEELCHAIR PLATFORM 42'-3" 710 0 GROUND FLR 32'-0" 0 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 4' 8' 16' 1 i REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT NN11 I I iNk JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH SG - BUILDING ELEVATIONS - c i t i, S � Q, U � TH, Planning Division AU6 3 0 C C E DO 1 A3.53 12E 13E 14E 15 14W 13W 12W 11W _ PRESS BOX_ 64'-5" NORTH ELEVATION 3 A3.53 PRESS BOX 64'-5" 4 EAST ELEVATION 1 /16" = V-0" 2 A3.53 n WEST ELEVATION 1/16" = 1'-0" PRESS BOX 64'-5" n SOUTH ELEVATION 1/16" = 1'-0" CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 8' 16' 32' REVISIONS RENTON SCHOOL DISTRICT L "0 WA RWI JOB NO: 09824.00 ISSUE DATE: 16 AUG 2010 DRAWN BY: CC CHECKED BY: DB, RH OVERALL BUILDING LVAIOIKIS N 'Y Of Renton Planning Division AUG 3 0 zu ,U A3 ®1 �. 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I IL � I � l 11 % 1, 1- 1, - �, \ , . : � : : � i I I � � . . : - / I 11 . . . � % I % � I _____-1 I zww ... ... 02ENN mm�a= : : , : ,� I : ...... �, : , � I : � , "' ....... I ........ :.- ___�: ­�:­ "' "_ : 4 ­_ __ : 1. � 1 " = 20' ��) I ���� /ll (D 328 Cistus x 'Snowfire' .... .. . , ::*�M� 1-M." M�11:&��,,M,.W� �mi_i..., ,o�,.-nn��-� ; ­__ . r .1 ..... ......... : � : ....... ; : � . ... .. � : : : . . : .......... : : - : : : : : ; I I I ; : : : : : i i : : . : i I I ; � i . - : : i : , 1. , -w --a" , , ffiww�.l .�".! .- —w- =am= , 4-7-:��--un-� -4�1­ ��,,-%� 0-W1,,5:V 1�.. -W_ - _P­�� I _1__� I �� , -�__ I : � : � . p " : : : ' : ' � : : : : � : � . I : 1 . : . . : : : . : ; : . : : : .. : i I ; - : � � 1 MAT6HL: INE - SEE., L5.12 � I . : : . : . , � : : : ; - : � : : : : : : : : : : � - . ..... : ....... � ...... _. ----.: _ : .......... — _... ­ ....... .- ; : U ­ ............. . : : : - : 1. � ­ � ........ � - ........... ��� �.11.1­ ........ :...-- __L ..... : ..... :, .. - �� ; ............ . � �­.__. ___: _j : i : : ; : � : : - �­ ........ ...... ?� - " . I [ . : I � _____ - --- ----- � : . . . ...- 1,7 t. ; . I . : ; : , it . � 40 � 0 1 T M 9 0 265 Fothergilla major 'Blue Shadow' 0 390 Lonicera pileata e220 Myrica californica GROUND COVERS QTY BOTANICAL NAME 25,1 96 sf Rubus pentalobus QTY -BOTANICAL NAME 24,843 sf LAWN TURF EXISTING TREE TO REMAIN Snowfire Rockrose 2 PLANT SCHEDULE Mountain Witchalder 2 gal 36" o.c. Privet Honeysuckle 2 TREES QTY BOTANICAL NAME 5 COND CAL SIZE . I : 'g." , : __1 /' : I'' 11 . . "' "" / I 1, ,/ _,", .�? __ �11 V _,�__ / ,�� , I ,�_"_ 1 1-1 11 � _-, 'ZI i I //,�,�, ,�%, . I . , I III---- 11-11-6." I 1_11�> \ 1 ; Y 1`1`� -1-1-11-s"',", 11 * 27 t Acer rubrurn Karpick' Karpick Red Maple B & B 2"Cal I 0'- 1 2' 1XI-/ in............ -1111 ......... - , ..... ­­ ...... _.- `.,� - � ..... ______._ ....... . ,� ........... ___ I '/1 "" � _, I /' _/ DELETE 16 � 9 / \ -_1 ...... .. �� . .... I ..... - 1�11__ 11 I \11 -11". . f ',�� %, . , LONIC�RA �-,",,­, I I \ " - , , � *�*Allvk. 1/' PILEATA IF ALTERN�TE %\ I- lz� - I 1. "I _____', 11 %, `\ I- I � �t �z 18 Calocedrus decurrens Incense Cedar B & B 1 0'- 1 2' ,,� � #2 TAKEN I F�l "l �, -, �, "r, �i * 1z ��: � *_ f." , .." 1_ : 11-1 � -1 : k ___ � , : % : - : I : I : -, - , : \ __ ­', : ,, % ��11 1--, I fe : "k,- -l, : �/ � 1, : I : � ,,,,_ I � � . E : 11 ; "� , ;�, "I INN'l g I : ; M q I "..'.1, . ... I j . � V, i � -. . I -, , . � ,Q-1 . . . . . . . . . . ............... 11-1-1 ... �:�� ----- ==t===��.. I i.i -,-- � __� I ���--------�--,::-.-.-.-.-.-.-.-.;- �, _` F ; -IM-1 �__ - - - -, -.1 SHRUBS QTY BOTANICAL NAME CONT SPACING . � , �����­ : - - ____ - __ - — — fl � 7 7 " V V V V V V V VV V V -, I , r0,'4'M,_ ,No � ; ,7 V V V V V V V V V V V V V V II I 1 V V V V V 17 V V 17 V V V V V N � I , n-iffl- ". Fi,�, , 71 i I 111110 1111 T 0 331 Aronia melanocarpa 'Iroquois Beauty' TM Black Chokeberry 2 gal 36" o.c. zww ... ... 02ENN mm�a= : : , : ,� I : ...... �, : , � I : � , "' ....... I ........ :.- ___�: ­�:­ "' "_ : 4 ­_ __ : 1. � 1 " = 20' ��) I ���� /ll (D 328 Cistus x 'Snowfire' .... .. . , ::*�M� 1-M." M�11:&��,,M,.W� �mi_i..., ,o�,.-nn��-� ; ­__ . r .1 ..... ......... : � : ....... ; : � . ... .. � : : : . . : .......... : : - : : : : : ; I I I ; : : : : : i i : : . : i I I ; � i . - : : i : , 1. , -w --a" , , ffiww�.l .�".! .- —w- =am= , 4-7-:��--un-� -4�1­ ��,,-%� 0-W1,,5:V 1�.. -W_ - _P­�� I _1__� I �� , -�__ I : � : � . p " : : : ' : ' � : : : : � : � . I : 1 . : . . : : : . : ; : . : : : .. : i I ; - : � � 1 MAT6HL: INE - SEE., L5.12 � I . : : . : . , � : : : ; - : � : : : : : : : : : : � - . ..... : ....... � ...... _. ----.: _ : .......... — _... ­ ....... .- ; : U ­ ............. . : : : - : 1. � ­ � ........ � - ........... ��� �.11.1­ ........ :...-- __L ..... : ..... :, .. - �� ; ............ . � �­.__. ___: _j : i : : ; : � : : - �­ ........ ...... ?� - " . I [ . : I � _____ - --- ----- � : . . . ...- 1,7 t. ; . I . : ; : , it . � 40 � 0 1 T M 9 0 265 Fothergilla major 'Blue Shadow' 0 390 Lonicera pileata e220 Myrica californica GROUND COVERS QTY BOTANICAL NAME 25,1 96 sf Rubus pentalobus QTY -BOTANICAL NAME 24,843 sf LAWN TURF EXISTING TREE TO REMAIN Snowfire Rockrose 2 gal 48" o.c. Mountain Witchalder 2 gal 36" o.c. Privet Honeysuckle 2 gal 36" o.c. Pacific Wax Myrtle 5 gal See Plan CONT Creeping Raspberry 4"pot@ 12" oc CONT awa LL HEIGHT, MATCHED AND SYMMETRICAL HEAD AS SPECIFIED. 2. ALL SHRUBS ARE FULL AND BUSY AND ESTABLISHED IN CONTAINERS AS SPECIFIED. ROOT BOUND OR RECENTLY TRANSPLANTED MATERIAL IS UNACCEPTABLE. 3. REFER TO SPECS FOR PLANTING SOIL AND MULCH DEPTHS. 4. ALL EXISTING PLANTING AREAS DISTURBED BY CONSTRUCTION T RESTORED. 5. REFER TO 5.20 FOR PLANTING DETAILS. 6. REFER TO L5.10 FOR PLANT SCHEDULE AND NOTES. 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 IF (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 981 01 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 IF (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 981 01 T (206) 343 0460 IF (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 IF (425) 822 4338 ELECTRICAL ENGINEER es a e venue ui e Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 zn� A Z� A A A REVISION DATE REVISIONS STATE OF WASHINGTON REGISTERED L DS ECT - f�e �� R08ER ROSBREE CERTIFICATE NO. 31 0 RENTON SCHOOL DISTRICT I ­ ­ I -11, I -1 . 10 -1, - 1 �, � , I i � 11 i � � I 11 , � I - � I i JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: CID CHECKED BY: RS PLANTING seed PLAN cityofn , 0 F)/anr1i1_)9,Di ntol) vision DEC - 8 2010 I— r_- �g::-� n Ul t- (� W or /W ve (D -.00. 10����!IIIIiiIiiiIIiIIiIiiIIIiii ��� iiililillilillIlillIll rl�% L5.1 0 POST TOP RAIL TIE—\ Cft ROUND END & CHAIN LINK FABRIC, CORNER POST TOP SELVAGE TWISTED & BENT OVER, @ TOP ONLY BRACE RAIL BOTTOM SELVAGE KNUCKLED a TURNBUCKLE ADJUSTABLE TRUSS ROD ° TENSION BAR 10'-0" MAX SPACING FENCE SECTION ELEVATION T. CHAIN LINK FENCE ® TYPE SCALE: 1/2" = 1'-0" NOTES: 1. CENTERLINE OF END POSTS OF CHAINLINK FENCE TO BE SET 12" FROM ADJOINING PATHS & CURBS UNLESS_ NOTED OTHERWISE 2. PRIOR TO INSTALLATION CONTRACTOR TO STAKE FENCE LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. 10'-0", MAX OG RING -ENCS SIM. 1/1-3.21 SLOPE TO DRAIN, TYP. TENSION WIRE TOP RAIL LINE POST LINE POST TIE � 't -- NOTE: 1. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRIATION p�a n ROUND END & CORNER POST CHAIN LINK FABRIC CHAIN LINK FENCE POST FOOTING, SIZE PER HT. OF FENCE, REF. SPEC L3.21 DETAILS.DWG GATE SIM. 3/1-3.21 T- 11 @ 1-1 /2" (MAX.) =� = �_ ° GATE POST FOOTNG FROM FINISHED GRADE ° III= I A 1= ELEVATION �12"4 ® 4211 I IT. CHAINLI FENCE TYP. TYPE C CHAINLiNK r�lNGGATE - TYP C SCALE: 3/4" = 1'=0" L3.21 DETAILS.DWG SCALE: 3/4"= 1' 1-3.21 DETAILS.DWG 1:100.11 7-112 y„.11 DECORATIVE STEEL FENCE - TYPE A SCALE: 3/4" = 1'=0" DnCT x 17 Go. RUNNER RAIL 2" Sq. x 12 Ga. POST ,q. x 17 Ga. PICKET CONC. MOW STRIP KET ONC. FTNG., SLOPE TO DRAIN CONC. FTNI is LV. POWDER COATED STL. COMPONENTS, 'OVIDE SHOP DWNGS. OF FENCE IT AT EACH ELEVATION FOR APPROVAL BY ;CAPE TECT. NCE COLOR TO BE BLACK. 4. KLF. SPEC FOR FENCE MANUFACTURER i Ilii i �, i�, 1 —0 0 FENCE IN FTNG. ® PLANTING BED L3.21 DETAILS.DWG FENCE SECTION ELEVATION CANTILEVER ATE SCALE: 1/2" = 1'-0" FENCE POST SECTION ELEVATION ° 1CHAINLI K GAJ L ;� INGATE -TYPE C SCALE: 3/4" = 1'=0" FENCE SECTION ELEVATION NOTES: 1. GATE SHALL BE TRANSPORT II CANTILEVER GATE BY AMERISTAR, (888)333-3422, WWW.AMI=RISTARFENCE.COM OR EQUAL. 2. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. L3.21 DETAILS.DWG POST TOP ALL JOINTS WELDED TO MAKE A SOLID FRAME CHAIN LINK FABRIC GATE POST SQ. GATE FRAME (TYP. 4 SIDES) TRUSS ROD (TYP. 2 SIDES) SQ. INTERIOR UPRIGHT (TYP. 2 PLCS) TENSION BAR (TYP. 4 SIDES) GATE POST FOOTING NOTE: 1. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. NUMBER OF BAYS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. L3.21 DETAILS.DWG 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0 0 0 0 0 0 REVISION DATE REVISIONS RENTON SCHOOL DISTRICT I I lilrlojl J11111, JOB NO: 09824.00 ISSUE DATE: 16 AUGUST 2010 DRAWN BY: CP CHECKED BY: RS I LANDSCAPE DETAILS City Of Refiton Planning Division AUG 3 0 zi ju I Fn'33 c L3.21 I � I '. , ;,J) � ; I ; 1) I ... .... .11. ..., "I....,.- __ __1 - ....... .. .... .... .... .... .... .... ... 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FOOTINGMARK TOP OF ELEVATIONS ON STAKES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. - 0 10 20 40 80 FT A A A A A A - REVISION DATE REVISIONS STATE OF WASHINGTON RE GISTERED - DS, ECT_ ROBE OSBREE CERTIFICATE NO. 31 0 RENTON SCHOOL DISTRICT V4I I 10 i 111111 111I��l � I i � I 0 � JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: CID CHECKED BY: IRS GRADING PLAN City Of RcIrIlIton Planning Division DEC - g 2010 [-b) r,- r,,� nLi2gk��E#VC& w .,0 w L2.11 0 C0 1 " = 20' LEGEND LIMIT OF LANDSCAPE WORK u, AREA DRAIN, REF: CIVIL SLOPE 33 PROPOSED CONTOUR TF TOP OF FOOTING @ MASONRY FENCE PIER EXTENT OF PLAZA GRADING — REF: CIVIL NOTES: 1. REF: LANDSCAPE LAYOUT PLANS FOR HORIZONTAL PAVING LAYOUT 2. REF: CIVIL DRAWINGS FOR DRAINAGE PLANS 3. STAKE FOUR CORNERS OF ALL CMU PIERS. MARK TOP OF FOOTING ELEVATIONS ON STAKES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 0 10 20 40 01M 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 REVISION DATE REVISIONS STATE OF WASHINGTON REGISTERED LADSECT ROBE ROSBREE CERTIFICATE NO. 31 0 RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: CP CHECKED BY: RS LANDSCAPE GOA INIADING PLAN Planning Division DEC 8 2010 .. .. .. .... .... .... . .. .... .... . ... ... .. .... . . .... ..... .... ... ... ..... .... .... .... ............ »- » » ........ . SYS Ji .... .................... __.. _ -- PA PA > t; J }. ::. .... ..... ..�.......... :.. ».::. i� CURB, REF: CIVIL _.. ..... _ . ' . 5 , 5 ... .. ...... ...... ........ .... ......, '», ...} ,»».G+3 ,. .. ..... ,. ...:.3 .; r:3 ......,, .,3..,. _.....»........, :..:.:a ».,,,»,. ,):,.. ».::. v..:::: .�...: .:�,», ,.:. : ,.. : .....-. _,. .... ._ % . i....... ,»»»»,» ., ,. _. »m»,».. _. ...... ... ..._ _...---__.__...... .... _.... /�� »... - � Ian •••;: CONC. MOW STRIP I EXISTING FIELD MATCHLINE SYMBOL SCHEDULE PAVING SCHEDULE CODE LIMIT OF LANDSCAPE WORK % C.I.P CONCRETE SEAT PLATFORM I� BIKE RACK, REF. SPECS. °--O 16' POLE LIGHT, REF. ELEC. REF: DETAIL STEEL EDGING PA PLANTING AREA PAVING SCHEDULE CODE TYPE: COLOR, FINISH NOTES 6 DEC 2010 A CP NATURAL GRAY CONCRETE, REF: DETAIL REF: DETAIL WITH 24" SQ. CONCRETE MASONRY 9/&,21 SANDBLAST FINISH 1/L3.20 0 o CONCRETE WITH INTEGRAL REF: DETAIL �- -_ COLOR, 1/L3.20 _= EXPOSED AGGREGATE FINISH REF: DETAIL CONCRETE WITH INTEGRAL REF: DETAIL (C) U COLOR, 1/L3.20 ,SAND BLAST FINISH FENCE SCHEDULE KEY TYPE: DESCRIPTION NOTES 6 DEC 2010 TYPE A: CP _ IF--- ® 8' HT. ORNAMENTAL STEEL FENCE REF: DETAIL WITH 24" SQ. CONCRETE MASONRY 9/&,21 UNIT PIERS 0 o TYPE B: REF: DETAIL 6' HT. CHAINLINK FENCE 1/1-3.21 TYPE C. REF: DETAIL 42" HT CHAINLINK FENCE 5/1-3.21 TYPE D: 8' HT. ORNAMENTAL STEEL FENCE REF: DETAIL 9/1-3.21, SIM o o 0 10 20 NOTES 1. REFERENCE CIVIL DRAWINGS FOR CONCRETE AND ASPHALT PAVING SECTION. 2. SEAT PLATFORMS AND SEAT WALLS TO BE CIP CONCRETE, LIGHT SAND BLAST FINISH. 3. ADDITIVE ALTERNATE #8: PROVIDE CANTILEVER GATES IN LIEU OF ROLLING GATES. SEE SPECIFICATION SECTION 323102 AND SHEET L3.23. 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 REVISION DATE REVISIONS STATE OF WASHINGTON RE GISTERED DS ECT y ROBE ROSBREE CERTIFICATE NO. 31 0 RENTON SCHOOL DISTRICT IN rig " I� yjIj� IIII JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: CP CHECKED BY: RS LANDSCAPE MATERIALS " , �L Niton Pin .ning Division .... ............. ..:..:... _. _.. _ 3 _:.. . .. _._._._.__._ _...._.. _ ....... __..__............._, _.......... .._........ ........ C .HALM INK DOUBLE _._S. W._l NG GATE ...... .. _..._..__..._......_.__ __......... • ................................................................. . ..__END—FENCE - TYP ................................................................. .. .................,....,_..........,,,,,,»..,,»._............................ ........ . ,. .. �... ,,,,..» LAWN :'.. , �3 f PA_ _. _.. _ _ __ _....... MATCHLINE - SEE L1.11 �5 :3 ..... -- ..... _...... ............. .._.. i /M OEM -E TYPE A, TYP NC. MOW STRIP 1-3.21 53f!! t EXISTING CURB » (} ,--- WALL, REF: ARCH. __,__» .... ... _................................................................ 'S v., a El o 1AIAI I DDG'• A D P U _ BEGIN FENCE TYPE C % ........... ........__..._1-3,2.1._ ......._........_......., / / / 3. / , S l LAWN CONTROL JT., , TYP.pd ; � ........ 1.... , in tV , �A :5 1-3 21 FENCE TYPE B »...... ......... . .....5 F11- ! ... "I' r r P PA / >s r l / ffJ 5�� 3 r r 5 :j 41BEGIN CONC. d P MOW STRIP g PA_...... 41, .. . ............ . ............ . ... . ... . ........ .. . ....... . ..... . ... ..... CONC. PVMT 1 13 (2) g'HT. ROLLING GATES il 1-3.20 1-3.22 20 —4„ OPENING f- SOUTH TICKET BOOTH, REF: ARCH : '•! 1 ” = 20' SYMBOL SCHEDULE LIMIT OF LANDSCAPE WORK NOTES C.I.P CONCRETE SEAT PLATFORM A - - 16' POLE LIGHT, REF. ELEC. REF: DETAIL STEEL EDGING PA PLANTING AREA SANDBLAST FINISH 1 /1-3.20 0 CONCRETE WITH INTEGRAL REF: DETAIL B = __ COLOR, 1 /1-3.20 __ EXPOSED AGGREGATE FINISH REF: DETAIL CONCRETE WITH INTEGRAL REF: DETAIL C COLOR, 1 /1-3.20 REF: DETAIL SAND BLAST FINISH 8' HT. ORNAMENTAL STEEL FENCE 9/1-3.21, SIM I PA .. . ............ . ............ . ... . ... . ........ .. . ....... . ..... . ... ..... CONC. PVMT 1 13 (2) g'HT. ROLLING GATES il 1-3.20 1-3.22 20 —4„ OPENING f- SOUTH TICKET BOOTH, REF: ARCH : '•! 1 ” = 20' SYMBOL SCHEDULE PAVING SCHEDULE CODE LIMIT OF LANDSCAPE WORK NOTES C.I.P CONCRETE SEAT PLATFORM A BIKE RACK, REF. SPECS. .. 16' POLE LIGHT, REF. ELEC. REF: DETAIL STEEL EDGING PA PLANTING AREA PAVING SCHEDULE CODE TYPE: COLOR, FINISH NOTES 6 DEC 2010 A CP NATURAL GRAY CONCRETE, REF: DETAIL REF: DETAIL WITH 24" SQ. CONCRETE MASONRY SANDBLAST FINISH 1 /1-3.20 0 CONCRETE WITH INTEGRAL REF: DETAIL B = __ COLOR, 1 /1-3.20 __ EXPOSED AGGREGATE FINISH REF: DETAIL CONCRETE WITH INTEGRAL REF: DETAIL C COLOR, 1 /1-3.20 REF: DETAIL SAND BLAST FINISH 8' HT. ORNAMENTAL STEEL FENCE FENCE SCHEDULE KEY TYPE: DESCRIPTION NOTES 6 DEC 2010 TYPE A: CP ® 8' HT. ORNAMENTAL STEEL FENCE REF: DETAIL WITH 24" SQ. CONCRETE MASONRY UNIT PIERS 77/& 21 0 TYPE B: REF: DETAIL o 6' HT. CHAINLINK FENCE 1 /1-3.21 TYPE C: REF: DETAIL 42" HT CHAINLINK FENCE 5/1-3.21 ,< TYPE D: REF: DETAIL 8' HT. ORNAMENTAL STEEL FENCE 9/1-3.21, SIM NOTES 1. REFERENCE CIVIL DRAWINGS FOR CONCRETE AND ASPHALT PAVING SECTION. 2. SEAT PLATFORMS AND SEAT WALLS TO BE CIP CONCRETE, LIGHT SAND BLAST FINISH. 3. ADDITIVE ALTERNATE #8: PROVIDE CANTILEVER GATES IN LIEU OF ROLLING GATES. SEE SPECIFICATION SECTION 323102 AND SHEET L3.23. 0 10 20 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009112th Ave NE, Suite 100 Bellevue WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzm aurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 A _ A _ A A 0 REVISION REVISIONS STATE OF WASHINGTON RE GISTERED LDS(�P PECT 0- 1 ROBER ROSBREE CERTIFI CATE NO. 31 0 DATE RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: CP CHECKED BY: RS t 1. REFERENCE CIVIL DRAWINGS FOR CONCRETE AND ASPHALT PAVING SECTION. 2. SEAT PLATFORMS AND SEAT WALLS TO BE CIP CONCRETE, LIGHT SAND BLAST FINISH. 3. ADDITIVE ALTERNATE #8: PROVIDE CANTILEVER GATES IN LIEU OF ROLLING GATES. SEE SPECIFICATION SECTION 323102 AND SHEET L3.23. 0 10 20 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009112th Ave NE, Suite 100 Bellevue WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzm aurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 A _ A _ A A 0 REVISION REVISIONS STATE OF WASHINGTON RE GISTERED LDS(�P PECT 0- 1 ROBER ROSBREE CERTIFI CATE NO. 31 0 DATE RENTON SCHOOL DISTRICT JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: CP CHECKED BY: RS LANDSCAPE MATERIALS 01tiRbA, PII W fni.9 ©vim off') siorn DEC . 8 zvro Cn Ll 0 1 ;:f U 40 80 FT n CONSTRUCTION PLAN U 1 " = 40'-0" Area Schedule - Existing Number Comments Area 1 Existing Building 24,153 SF 2 Existing Pavement 34,350 SF Area Schedule - Existing to Remain + New Proposed Number Comments Area 1 Total Existing to Remain + New Proposed Building 26,262 SF 1 (+2,109 SF) 2 Total Existing to Remain + New Proposed Pavement 34,753 SF (+403 SF) PROPOSED PLAN 1 if = 40'-0" EXISTING PLAN 1 If = 40'-0" 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 0' 20' 40' 80' 6, ;,, REVISIONS N KEY PLAN RENTON SCHOOL DISTRICT — ENTON MEMORIAL STADIUM RENOVATIO] JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09824.00 26 AUG 2010 Author Checker CONSTRUCTION PLAIJ City ofI ton Planning Division AUG 3 0 2010 ,....:s _ .�,.:...� f <m...•-� ", ,,4..i. i mw ..,.>fi� z'ur�zz2,.•• •'.��"',".'',3>z"�S z c "' c - LIMIT OF LANDSCAPE WORK MIS.... .M _,I..' ..._._tea III... ........................... 0I .... . .k'...... Y f µ LIMIT--OFLANDSCAPEWORK `< IAA , tty t y� < P t Y , , i l,• , i I 's , y , r l£ , C , f i i ' ' r _ I I I f I r , f 3 .rF , r. f , +�":'"'tv<{. .'',C:...n;£,v,'�6S , _ �? -m`Sia ,r.Gi� ria,. rv13�w.� ��.1 > ._ : ..,n � .. � � k.r,kfbt':3 ilE�,Q rf.rr� �_ .,4 f � '•.� � i 55 f„ 1 i i : 3, s f f iy f S f 33 f 1 .in E f ......... .. 33 j N: NORTH TICKET NORTH PARKING BOOTH / i .._... - ..,.. _ _ ._ ..... . .... '- �� fir f W f F ........ .....,.. ...... ........ ............................ f f i` ' . , r f. f 777 NORTH BUILDING PHASE 2 / .�®. PHASE ®® B ..�.� 43 } S / 1 A/1 �, SEE L1.11 LANDSCAPE MATERIALS PLAN ........3 ... ................ �` ` I L1f.22 LANDSCAPE LAYOUT PLAN �� .. / 1,-1.23 LANDSCAPE LAYOUT PLAN (/.� R �`hl.l i:T :P 3 - L .. .. H ,�,�� �.F , � � � " L'2 1�1 LANDSCAPE GRADING PLAN ..:.__.. .2,L4.11,..,.'IRRIGATION PLAN L5.11 PLANTING PLAN . . .. . . . . . ........ Oif S'% �`y s 3 3 10 { / i' s sff f 10 ® f '77— ....... 1 "". / v j ................ ............. .......""... , F .... ....... 1.... ., .s ,j r / f ' r i f i::�ti.�3f>y_ra"ak..>k3ik %kfxtt :iz `6st �»"33iYa..attttti»"�tS.kzats: a3:5 33it?y` >.:..... t3'�3'2;<;?r; :i:f ]MIT OF 'CANDSCARF WORK 1 f f I f f kS Lii / i"'1v f I SEE L4.12 IRRIGATION PLAN f, ';' �f• ' ' L5.12 PLANTING PLAN 101 Al I l f ' V'A, - t i r � 0 25 LANDSCAPE MATERIALS PLAN LANDSCAPE LAYOUT PLAN LANDSCAPE LAYOUT PLAN LANDSCAPE GRADING PLAN IRRIGATION PLAN PLANTING PLAN 50 100 71 Columbia Street, Suite 500 Seattle, t e, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Porter Coughlin P Lundeen undeen 413 Pine Street Suite u to 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 LANDSCAPE ARCHITECT SiteWorkshop 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, WA 98101 T (206) 343 0460 F (206) 343 5691 MECHANICAL ENGINEER Wood Harbinger, Inc. 3009 112th Ave NE, Suite 100 Bellevue, WA 98004 T (425) 822 9499 F (425) 822 4338 ELECTRICAL ENGINEER Travis Fitzmaurice & Associates 1200 Westlake Avenue N Suite 810 Seattle, WA 98109 T (206) 285 7228 F (206) 285 7294 REVISION DATE REVISIONS STATE OF WASHINGTON RE GISTERED DS ECT ROBER OSBREE CERTIFICATE NO. 31 0 RENTON SCHOOL DISTRICT All JOB NO: 09824.00 ISSUE DATE: 6 DEC 2010 DRAWN BY: CP CHECKED BY: RS OVE LL LANDSCAPE a$`,fTE,Q,�.AN ,ng Divis,on DEC 8 2910 uJ 0 L 0 200 FT SITE PLAN lit = 401-011 ~~ � IN 89 54'20"W 894.55' ������������MUMMA) lemon= � amimom lommom, ,loommom anal� 4EMMEM sommom EXISTI DETENTION BASIN /* NO WORK IN THIS AREA; 11XISTING FENCE NG �H -ROM SCOPE OF WORK ARKING LOT, N.I.C. ORNAMENTAL FENCING; -rO REMAIN EXCLUSION I P PROPERTY ONE, TYP. LIMIT/ PROJECT AREA SEELANDSCAPE I(TOTAL PROPERTY AREAI14.4 ACRES) FEMA FLOOD ZONE'AE' FEMA FLOOD ZONE'X' ............. .......... ............. IFEXISTINGNORTH L LAWN AREA, EXISTING JAVELIN RUN BICYCLE RACKS (PARKING EXISTING PARKING LOT FOR UP TO 48 BICYCLES) LIGHT STANDARD, TYP, EXISTING LONG/ TR IPLE JUMP RUNS AND P ITS IEXISTING GOAL POST ttEXISTING 00 SCOREBOARD EXISTING FOOTBALL/ SOCCER FIELD W/ ItARTIFICAL TURF; N.I.C. r -n i tFLAG POLE, SEE E� L ANDSCAPE -rING GOAL POST n M EXIS itE STING SHOTPUT P DS AND LANDING REAS'% L(E k IAF EXISTING ROOF -MOUNTED d LINE DENOTES SCOPE OF WORK LIMIT/ PROJECT AREA, TYP. ISTADIUM LIGHT STANDARDS, TYP. ACCESS GATE. / �100 !!IBM AN SITE PLAN NOTES -7 7� 1. THIS OVERALL SITE PLAN |SPREPARED BYTHE ARCHITECT AND DOES NOT INCLUDE ALL SITE -RELATED INFORMATION APPLICABLE TOTHE PROJECT. REFER T0COVER SHEET FOR ADDITIONAL SITE PLANS PREPARED 8YTHE ARCHITECT, CIVIL ENGINEER, LANDSCAPE ARCHITECT, AND ELECTRICAL ENGINEER. 2. REFER T0SURVEY (TOP0SERIES SHEETS) FOR EASEMENT LOCATIONS. 3. REFER T0"TECHNICAL INFORMATION REPORT" DATED 0/102O10.UNDER SEPARATE COVER, FOR STORM DRAINAGE INFORMATION AND CALCULATIONS. 4. REFER T0LANDSCAPE FOR GRADING AND PLANTING PLANS. 5. EXISTING CONDITION OFL0GANAVE NBASED UPON DOCUMENTS FOR THE LAKE WASHINGTON TRAIL CONNECTOR PROJECT, T0DECOMPLETED PRIOR T0 CONSTRUCTION 0FTHIS PROJECT. 'PHASE 2 SCOPE OF WORK BOUNDARY PHASE I SCOPE OF WO RK BOUNDARY' IIPROJECT DATA � RENTONMEMORIAL STADIUM 405LOGANAVE N RENT0N.VVA98O55 OWNER: RENT0NSCHOOL DISTRICT #4O3 7812SOUTH 124THSTREET � SEATTLE, WA 08170 / 425'204'4405 REPRESENTATIVE: GREENE'8ASAYVAYARCH|TECTS P.0.BOX 4158 / ' FEDERAL WAY, YVA 80063'4138 �--253 EXISTING FIRE 253-941-4937 ' HYDRANT ARCHITECT: BASSETT|ARCH|TECTS / 71COLUMBIA STREET, SUITE 5O0 SEATTLE, WA 98104 / 206-340-9500 JURISDICTION: CITY OFRENTON FIRE: CITY 0FRENT0NFIRE DEPARTMENT 11 WATER AND SEWER: CITY 0FRENT0N / POWER: pUGETSOUND ENERGY -- Tf]JEPHONE: OVVEST CABLE: COMCAGT WORK:SCOPE OF ^ DEMOLITION OF READER8OARD, NORTH STORAGE SHED, NORTH TICKET BOOTH, AND NORTH CONCESSION BUILDING. ^ SELECTIVE DEM0LT|ONAND RENOVATION OFSOUTH GRANDSTAND, SOUTH TICKET BOOTHS, AND NORTH GRANDSTAND. ^ CONSTRUCTION OF MONUMENT SIGN, NORTH BUILDING, AND NORTH VIEWING AREA (BID ALTERNATE). PROJECT AREA: ±104'2308.F. OR±4.30ACRES , , .__.`_ ......�. ~... FAL PROJECT AREA ±��wm.n�� ----- ���1�� nzv.v*norvn/***^^nc" �� ��������--���---��-___-_���___-___����- ________��������������_' ��������� �� ' ��������-- �������----�������������— — TRiANPATHYVAY---� =' �~- 60 &/ --- �N 4TH ST072305-9053-08 .............. ..... ...... ............ ........ ...... ................ . . ...... ................... ........... ............ .. ....... . . . . . . .. . ................. ............ . ........ .................. ..... . ....... . . . . ................... . . .......... . . . . . ... ....... .......... ..... - ------ ..... - ------ - -- ----- - ------ .................. .......... ................ ........................... ................. .. . ....... ........... .. .............. ............. p ............. . L J OM UL�J CEJ)e Lj El G).0- ............ . .......... "EXISTING FIRE� 325'- 1 0" -HYDRANT (SEE NOTE 5) 10, 0 (�E:]) eEJ @j FENCING: REFER TO--- Li EXISTING STREET LANDSCAPE, TYP. EXISTING SOUTH __7 ......... .... tLIGHT STANDARD, PRIVATE "�'TYP R GRANDSTAND(SG) 0 KING AREA VEGETATIVE D CONTRACTOR SCREENING, SEE LANDSCAPE, TYP.. OD STAGING AREA; TRAILERS) Li PSE TRANSFORMER CLEARANCES: (EST MAX 5 ELECTR'ICAL . ............ TRANSFORMER PAD ORNAMENTAL FENCING, Lj �L PLAZA SEE LANDSCAPE, TYP. LSOUTH ARRIV) WASTE COLLECTION AREA:: BICYCLE RACKS (PARKING EXISTING CELL' C14 L] (3) 8 -YARD SLANT BINS 0 72 BIC Y�CLES) 41'- 7" 1 : FOR UP T I, --EXISTING DECIDU0UG � TREE, TYP. `,� � FOR CONTINUATION SOUTH SEE: L11G1.11 | N0RTHPARKINGPARCEL 072305-9085-00 / THAT PORTION OFTHE SOUTHEAST QUARTER 0FTHE SOUTHEAST QUARTER OFSECTION 7. / TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON AND OF GOVERNMENT -------� LOT 1.SECTION 18.TOWNSHIP 25NOR TH.RANGE5EAGT.VV.m..|NKING COUNTY, WASHINGTON, LYING EASTERLY OF THE COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY AND WESTERLY OF LOGAN AVENUE NORTH (LOGAN STREET/WILLIAMS STREET) AS CONVEYED TO THE STATE OFWASHINGTON BYDEED RECORDED UNDER RECORDING NUMBER 32O12Q7AND SOUTHERLY OFTHE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTH MARGIN OF 6TH AVENUE NORTH (YESLER STREET) AND THE WEST MARGIN 0FL0GANAVENUE NORTH; THENCE SOUTH 0'25'49" WEST 574.15 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT WITH ARADIUS 0Fi71O.0OFEET; THENCE SOUTHWESTER LYALON88A|DCURVEAND8A|DYVEGT�ARG|N27044F��TTOTHE TRUE POINT 0FBEGINNING OFSAID LINE; THENCE NORTH 00^58'58^WEST TOTHE COMMERCIAL WATERWAY DISTRICT NO. 2R|GHT'OF' WAY. ZONING: |L(LIGHT INDUSTRIAL) PROP )SED USE- SPORTS ARENA BUILDING CODE: INTERNATIONAL BUILDING CODE (|BC)20O0EDITION, WASHINGTON STATE AMMENDMENT8.WAC 51'5O(7/1/2O07) IBC USE GROUP: GROUPS A-5&A,3.MIXED / TYPE V'8.GPR|NKLEREDASREQUIRED SITE PARKING COUNTS: STANDARD ACCESSIBLE AQUIFER PROTECTION AREA NOTE: NO PORTION OF THIS PROPERTY IS WITHIN ANY CITY OF RENTON AQUIFER PROTECTION ZONE. EXISTING: 0 12 02 SEISMIC ZONE AND STRUCTURAL DESIGN LOADS NOTE: | REFERT0^DEG|GNL0A0N8CR|TER|/Y'N0TES0N8TRUCTU�ALDRA�|NGGiO1FORSB8M|C PROPOSED: 50O 1� � ZONE DESIGNATION AND FLOOR, ROOF, AND WINDS LOADS. GROSS BUILDING SQUARE FOOTAGES, OCCUPANCY REFER TO SHEET GO.1 0 FOR AREA OF EACH n|NG.0CCUPANCYL0AD.ANDAOD|T|0NAL BUILDING CODE CONFORMANCE INFORMATION. LANDSCAPING REQUIREMENTS ANALYSIS: BUILDING SITE COVERAGE: SITE BUFFER: PARKING LOTINTERIOR: SOUTH GRANDSTAND: 3.57% 8OUTHT|CKETBU0TH� 0�1S96 EXISTING:8,622 SF NORTH GRANDSTAND + NORTH BUILDING: 1.80Y6 REQUIRED: ALONG LOGAN AVE AND J55FPER STALL NORTH VIEWING AREA: 0.3296 NORTH PROPERTY LINE x572STALLS =2D.O2OGF — � TOTAL LOT C0VERAGE� x000% PROPOSED: 10'T015'FULLY'0BSCURED AOD|T0NAL24.02O8F � BUFFER ATL0GANAVE; IMPROVED LANDSCAPE 8'T055FULLY'088CURED OUTSIDE REQUIRED ! �BUFFER ATNORTH | SITE BUFFERS � FOR CONTINUATION NORTH SEE: �100 -7 7� I EXISTING STREET ilIGHT STANDARD, TYP.EXISTING PARKING LOT LIGHT STANDARD, TYP. I\ RK 'OF AA R RIVE�R",, PROPERTY/LIN EXISTING FIRE \ \ ` \ \ \ � / ` SiTE PLAN ' � 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER Coughlin Porter Lundeen 413 Pine Street Suite 300 Seattle, VVAQ8101 T (200)343 8480 F (2U0)343 5091 Sit8VUOrkShOD 1027Po�AJ|oy Goud|o.VYA081O1 T(2O0)285302S F(200)2855029 STRUCTURAL ENGINEER Coughlin Porter Lundeen 413Pine Street Suite 30O Seattle, VYA881U1 T(208)3430400 F(2O0)3435001 MECHANICAL ENGINEER VVO0d H8rbiDg8r, Inc. 30O9112thAve NE, Suite 100 BoUevue, WA 98004 T(425)O229488 F(425)022433O ELECTRICAL ENGINEER T[8YiGFitZ08U[iCe & A8S0Ci@t8S 12O0Westlake Avenue NSuite 81O Seattle, WA 08109 T(206)2857220 F(2O0)2857204 7101 11 RCHRD L H0 ATE CF MSHI REVISIONS N KEY PLAN /T\ =~ RENT[)N SCHOOL DISTRICT JOB NO: 0902410 ISSUE DATE: 0DEC 2O1O DRAWN BY: Cc CHECKED BY: