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LUA98-127 Large Format
00 rn cfl N cD O I c) WG. DWM 1 0 V 0 0 a W a 0 I- O a W .r x N O O O 0 0 O N N N N O O 0 w J U W �0 IQcy n n w Ld It vz v o Lr_ W � 0 LL. aaN 0 Li r3� ,t U .� o cn Q W z o v� U Q cp m 0 Iz zw I< IL L U z Lu no �Z WU - Q 0 L.mry ®J � ml > cn U EVE ITY O RENTONNING AUG 18 1998 REflEIVED �o a� v o; O p E uj ti �c rnv c vE 7 m E V A z o U n. J J = (� V �•3 •Y Y lY a. a Q ui o I z O L ry O z THE BOEING COMPANY SURFACE WATER MANAGEMENT PROJECT SITE DEVELOPMENT - RENTON, WASHINGTON .... I ................. ...................... LYNNWOOD 405 ............... .............. SNOHOMISH CO. _.•-.. — — — — — — — — — — ---- ------------------------- KING CO. .. ......:....... 5 POULSBO ,;; ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,,, PREDMOND o........ 520 e^ ;.N..;.:.:. BELL ;. do :'. ;... SEATTLE 90 BRE TO ........Q TU ILA 405 RENTON VASHON • ISLAND ..... .. , .... KENT MAPLE VALLEY s 7 . : SITE LOCATION ............................. 5 .. ` ;....;.... \ AUBURN �..\ .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'. KING CO. :'.'.'.'.'. - -PIERCE CO. ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,, TACOMA PERMIT REVIEW SUBMITTAL DULY, 19, 98 PROJECT SITE \NP�. �...��, .- ITT 1 I ) .. A 1 c t 3 1-405 S j5$tn;._..'3......_....._f:' SING PROPERTY CITY OF'a..INE TUKWILA I� a f i s ' BOEING PROPERTY II I� LINE l o:. 01 I I �t I a;� I ! d� IL ------------------ --1 I Q Z: 2 p: W:� r 5 w i t I N s >; oil F— I Lam.:. Z; I —j i s NE v4 0:, .......... Lu C9t— 3 a'I — i I Z: Is V i s z',I J;� 0 .. ' :z ! i !Li �_............ Q ................1 o J ' Y l` I l \.......... ..._.._....... o . I! 'I S.W. 116TH S.W. 19TH CITY yr RENTON S.W. 27TH STREET S.W. 34TH STREET w; z: w: C i 0 i z �I EET S.W. 23RD STREET ul BOEING PROPERTY LINE (�25-04 1 1 , ' u ; 0; • deb �' /��.�.�i/ �'Ari.{�,R ut?r t �xt�rfi r<t +F j0� ♦ K' xa i r r��Yb/ Udtb ebr`r:? P 4 b'N b.T,i r i a�{ 1 d'S• 4 f 1 J d P RC J ECTI SITE cn 158TH ST. S --iA , Lu p 33� l . �. ) 1 V) --BOEING o PROPERTY - w LINE �—BOEING PROPERTY LINE I t 1 VICINITY MAP N SITE LOCATION N SITE PLAN N SCALE: NONE SCALE: NONE SCALE: NONE _��____� PERMIT SET DATE:07.27.98 _ _ _ i S.1/2, SEC. 24,123N., R. Co W.M. N. 1 /2, SEC. 25, T. 23N., R. 4E., W.I. 00 cD N O W 0 c� 0 N O O O N CD AW co " o N IN SET DRAWING NUMBER FILE NO. REVISION DRAWING TITLE IN SET DRAWING NUMBER FILE NO. REVISION DRAWING TITLE IN SET DRAWING NUMBER FILE NO. REVISION DRAWING TITLE IN SET DRAWING NUMBER FILE NO. REVISION c2100025.Dwc c2 DRAWING TITLE X GENERAL DRAWINGS ■ 1C D C5100033 STORM DRAINAGE - SITE PLAN ■ 9L X5100034 DEMOLITION & TESC - SITE PLAN _ `�)EVELOPMENT Pl - OF RED G1 G1100021 COVER SHEET - 1 C D 11 C5100085 - STORM DRAINAGE PLAN - GRID 11 ■ 9L12 X5100037 DEMOLITION & TESC PLAN - GRID 12 _ CITY ■ G2 G2500025 INDEX OF DRAWINGS _ 1C D 12 C5100086 STORM DRAINAGE PLAN - GRID 12 ■ - - 9L17 X5100038 DEMOLITION & TESC PLAN - GRID 17 _ U AUG 18 19 G3 G3100027 ABBREVIATIONS ■ 1C D 17 C5100091 STORM DRAINAGE PLAN - GRID 17 9L18 X5100111 DEMOLITION & TESC PLAN - GRID 18 w G4 G3100028 CIVIL SYMBOLS & SURVEY NOTES 1C D 18 C5100092 STORM DRAINAGE PLAN - GRID 18 ■ 9L22 X5100039 DEMOLITION & TESC PLAN - GRID 22 tz cECEIV __ ■ 1C D 22 C5100097 STORM DRAINAGE PLAN - GRID 22 • 9L23 X5100040 DEMOLITION & TESC PLAN - GRID 23 _ cL Q n ■ 1C D 23 C5100098 STORM DRAINAGE PLAN - GRID 23 ■ 9L27 X5100041 DEMOLITION & TESC PLAN - GRID 27 w • 1C D 27 C5100103 STORM DRAINAGE PLAN - GRID 27 • 9L28 X5100042 DEMOLITION & TESC PLAN - GRID 28 z1* w u z _ ■ 1C D 28 C5100104 STORM DRAINAGE PLAN - GRID 28 • 9L29 X5100123 DEMOLITION & TESC PLAN - GRID 29 =oo" coo L� �'� z • 1C D 29 C5100105 STORM DRAINAGE PLAN - GRID 29 9L30 X5100112 DEMOLITION & TESC PLAN - GRID 30 >0)00 �a� O 1C D 30 C5100106 STORM DRAINAGE PLAN - GRID 30 • 9L:2 X5100043 DEMOLITION & TESC PLAN - GRID 32 z to ry ■ 1C D 32 C5100108 STORM DRAINAGE PLAN - GRID 32 ■ - 9L; 3 X5100044 DEMOLITION &TESC PLAN -GRID 33 � ;, w z p ■ 1C D 33 C5100109 STORM DRAINAGE PLAN - GRID 33 • 9L34 X5100113 DEMOLITION & TESC PLAN - GRID 34 omC Q • 1C D 34 C5100110 STORM DRAINAGE PLAN - GRID 34 ■ 9L3 5 X5100114 DEMOLITION & TESC PLAN - GRID 35 Q ■ 1C D 35 C5100111 STORM DRAINAGE PLAN - GRID 35 ■ 9L37 X5100045 DEMOLITION & TESC PLAN - GRID 37 0 ry ■ 1C D 37 C5100113 STORM DRAINAGE PLAN - GRID 37 _ • 9L38 X5100046 DEMOLITION & TESC PLAN - GRID 38 Z w X OJ ■ 1C D 38 C5100114 STORM DRAINAGE PLAN - GRID 38 • 9L39 X5100115 DEMOLITION & TESC PLAN - GRID 39 Q C) ■ 1C D 39 C5100115 STORM DRAINAGE PLAN - GRID 39 • 9L40 X5100116 DEMOLITION & TESC PLAN - GRID 40 O 3: z ■ 1C D 40 C5100116 STORM DRAINAGE PLAN - GRID 40 • 9L44 X5100117 DEMOLITION & TESC PLAN - GRID 44 160 z L,w • 1C D 44 C5100120 STORM DRAINAGE PLAN - GRID 44 • 9L!5 X5100118 DEMOLITION & TESC PLAN - GRID 45 Z WO Q ■ 1C D 45 C5100121 STORM DRAINAGE PLAN - GRID 45 9L801 C8100684 DEMOLITION & TESC DETAILS SHEET 1 L _ m � 1C D 800 C8100177 STORM DRAINAGE DETAILS & GENERAL NOTES 9L802 X5100 _ DEMOLITION & TESC DETAILS SHEET 2 ®� r 1C D 801 C8100--- STORM DRAINAGE DETAILS — SHEET 1 _ �> U L �o a� v F�1 T — — O Q F--1 W -- a �) a - — 1,11 v 0 °) --- vE vE m E — -- — - CN I C m j a �, LANDSCAPING PLAN BRUCE DEES & ASSOC. ■ IC(Q) C5100032 SITE GRADING - SITE PLAN 4L M 0 X5100036 IRRIGATION MAIN PLAN • L1 a 0 _ 1CCG)_11 1 CG 17 C5100014 C5100020 _ SITE GRADING PLAN - GRID 11 4L M 12 L5100370 IRRIGATION MAIN PLAN - GRID 12 iRRIGATION MAIN PLAN - GRID 17 • L2 LANDSCAPING CROSS SECTION (BRUCE DEES & ASSOC.- SITE GRADING PLAN - GRID 17 4L M 17 L51006-o 1C G 18 C5100021 SITE GRADING PLAN - GRID 18 4L M 22 L5100381 IRRIGATION MAIN PLAN - GRID 22 1C G 22 C5100026 SITE GRADING PLAN - GRID 22 4L M 23 L5100382 IRRIGATION MAIN PLAN - GRID 23 _ - • 1C G 23 C5100027 SITE GRADING PLAN - GRID 23 4L M 27 L5100387 IRRIGATION MAIN PLAN - GRID 27 ■ 1C G 27 C5100032 SITE GRADING PLAN - GRID 27 4L M 28 L5100388 IRRIGATION MAIN PLAN - GRID 28 ■ 1C G 28 C5100033 SITE GRADING PLAN - GRID 28 4L M 32 L5100392 IRRIGATION MAIN PLAN - GRID 32 3: ° g s 1C G 30 C5100035 SITE GRADING PLAN - GRID 30 4L M 37 L5100397 IRRIGATION MAIN PLAN - GRID 37 ■ 1C G 32 C5100037 SITE GRADING PLAN - GRID 32 • 1 C G 33 C5100038 SITE GRADING PLAN — GRID 33 N $ 1C G 34 C5100039 SITE GRADING PLAN — GRID 34 Q 1C G 35 C5100040 SITE GRADING PLAN GRID 35 _ ■ 1C G 37 C5100042 SITE GRADING PLAN - GRID 37 _ 1C G 38 C5100043 SITE GRADING PLAN -GRID 38 -- -- - - 1C G 39 C5100044 SITE GRADING PLAN - GRID 39 U 1C G 40 C5100045 SITE GRADING PLAN - GRID 40 _ - 1C G 44 C5100049 SITE GRADING PLAN - GRID 44 _ 1C G 45 C5100050 SITE GRADING PLAN - GRID 45 3 Y Y ., 0 1C G 800 C8100060 SITE GRADING DETAILS & GENERAL NOTES a m Z -- O Fn_> - --- --- PERMIT SET DATE: 07.27.98 O Z (D ��: r') (-� t4,) 0 CD 0 — Lr) x I--,' (D :�: n 1-11 0 0 (\A N ,--*' (*\4 0 0 10- Nol 00 0) ..--%,. .. ;l, \"�'. , ll��—':�'�: .. , , \ , i . k --;',� .!"- �� ,*��,-' i I , .. . , . . 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I � I : - 4 . . . : : - ,�., 1: ,�,--� � ,-,�,% i 1, "' " ,,, , ! ". -� ": X� ( . I \1 "I I ! 11 i \", ,,, 11 I I , , I A ,,, � " \ " � 1 , " i N !. , V , , - --, , t" li 1\ �11 I — %,\ 1 5 c I I ", \ ', INFORMATION, SEE I DRAWING G4. N 0 is . - / � / /T I . : , ": -- \ \11, " ." : \ , , : -, � 1� : :. - t: :: - In : : is : : .. ;Ap : :: Pli : I ., I 1. ie .1 � I , . .i .! 11 .. � ,�,, ,,,, 1, I I -1, , .- I 11 2. FOR GENERAL DRAWING w -, --DRECE �Z — IV ry (—) < ry 12- a ; il i / I , ) / ,,/ I li, , ED " - i/, I --, I I I : I � I 11 - .1 I..... ... , ..... F" - - - - - A-6- - I - 1� � i i : � ", I I 1\1 : , �'ll , 1, I I I ,% : : � I � : . I ., ..... -.x�/ , : >P 4 . %'11� A : I I A / I , , --.-,-,.,. I'll \ '. , ] : , , / , , . " : \ i 11 . 'I, I " , x I'll �, - ...... I . \/ 1 --.V� : : ; � ....... - �k , . '�: i , \�-,:-^,"k\ "--.. 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"'; , ", _ i\ I'll I - ", 1, \- , I I ""'il"-z5;o"�4455 , - \, , � 1\ � 01/, . W. I - , , " ' " " "" � "', " - . . 'f� .. i - ... .1; I I �: � -� .- . r" 11. .....1-- 4 . '% * . , .-.> .... ;i�. I. - � \� N . I - ! -\ \, \ , p \ 11 \ , \,\ /. I � .. ..,f I .� ... .. .......... , , . Z, N 11 " 0 - y" \� . \ \, ! .: . . . ...J- : : . , 4 '! . . .4 ...... : : :1 i j ,� ': \ ,-� l,*:::-:*:, f *:.i ... i-. : I . A : i : :: h:-! J:*' .:.:. .: :!:: : .. ; i.- I . : �--H - ;:: '14 i , " . .i ::::::: I 4 : f4 ;; .. .... 1; : . , is . j : . . i::: !�il i : " I. " . 1 \ SION/ SEDIMENTATION CONTROL --� I 9 N .r- to - - 0 Ld :z (D (.D 41� ; % �; � ., ; � �i *1 '. . 1. -, . � - � 1. 1.1 - I . I - � I "i ", I . . I - � ,-:-, �,, I - � - -1 I ., 1: :� .. i . "Ill. : \ , �- �- -1/////�w,lllll5r , 1, .11 1j" ,�'/� � " I " " / / / " / / --� e , I ',�// . \ "' I... -le-,- - . . , , 1. /// �', ,:,: ,� i " ., , %,,'v-;, . ...... � ... 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I I *' *� I M \ I I �ill' --*� * .111--�- - - -,;4111 , .- �,.-% .. 3i -14 -1 - ' - I %% CONTRACTOR STAGING, ID LAYDOWN AND STORAGE 0 cy 75 - Lu . I : . . .1 i i 11 : I !�� , , " i -1, i i " � . . ,�: �- - : : : - ... . : . I , -,�', 4"Alll'l, // �l -,-.,;; , . //l /// / I ."/ ,I � al-, , -X�X-,e-,-A, e-A 1, - - " " �,, " � 14. \ -, ,.: ,- .� - , , , . I ir') , �, x , ; -A �: ..... - I , - � 1\ - --- """ , \ C, i, i �! '1� 'l .... \ .,� : , --4==*===,d - -L-, -:- I - I ; ; z ,." : . . .1. , , . : � \ � : ii : , : k, - ,��ql I :� I . r \ : ", �Fma H I i 1 "I, -'---- - - "'� AREA. CONTRACTOR SHALL a z k-� F-- LLJ -i < F- 3: ; i i i !".. I � I ;jl I I � I ;! . � .1 -1 I :1 � 1 : q i; t - %� : P I i . . .. ; I : � I 111 I :1 : : .11 : , I . . I : 1. . I I . � k: : : 11 I : I _? -,,,,,,e -?e,,e-f,.- ,_? Z ,, �. �,j!,� �, . ", _;,. ,, .'' 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I 1. ; : 1 � � .. ; . :: : :: . .. : :; 1 6: P RO 'OSED m ; : . � : 1: :; : .: I : q i : , :1 . . . :, : - . � , . I '. , , N�,--��,�,-� ....... , - " 1///l//1-11 .1 , , .. .' """""""" . �A //I /////////////�//////� ,/////, I V.. . , � Y��,' " I .., : � i, , \N , N � cl_,__, ... *N-1 - � . i�\ .� ��, , I - : i N." . �, "N �?,�, - - l/ "'i I 1; , -� 7 M� -,e,-�v,:,ll ,%4 -- -k .... I/ l-'��-,-:';-.--;'7 ,- '�' " -�" . . , I , I .... � 4 - , , _ IL I N � � f . --.. -.--�t ..... �'..' //////��/�//// ) . - �e , � \ ;" %11�-��-, ..-"�� " i :.,� ------ A- .e, I . N ?? ..... - --1 , - �/, % , \---c -' -'-�, : :; �,� A 1., , Vi., : i z: /: r1sw : : :. - - -114 . 'i -7 -T -..-.., - - �- 1 i ,--_: -1 - /--li.. , - - - .............. I ..... ::.--.: '- ,� , - i'L.� .... I -c .... ... -z ........... - , , , . ... :!:;�Z.. . -._.-::.-,. -�.'.-�:...-- .... ... .-,. , , . -, 4,1 - - I il . ...... .... 1: i . ...... . ........ -, -:- . i - , i I ...... .. . .... I . ...... ....... . L �,- .,- --,!,-?- -i- " j y / � . \ Y / . , ! . , f 1�1\ , i I : . , : I . I �- . ; ,J; . , . � - 11 �� , -j-i -.. I -�� DRAINAGE SYSTEMS IN ACCORDANCE WITH SPECIFI- 20 - 0 Lli < I : .. . . i ; ::; : : : 1: I I . . t : :: . , I � ' I I , ,.�, 1� � // \1 A ��1111/ ,:, i I / � &� " " , , I . . -""' / x ,S, - `-�l -" i �ti::�!��-:Y---� - -C ;, ��,,�/, 1- , - ::--';,-,-- ---.: V. . _ - -1 ..... - - ............... `--�Fx;�. eL r ....... - ' I , :! �l . . . . . �,�/x I -�,-,-,:--,�-. --- ,--- , ---,-.,.--.-' \ ,� : i -, ; ; - ., / . -i4L�.`- -1 J.- -, �!/. , --- ..' \ \- . ' -- , �� .; ,., � " -,!-L---.. . � m. -, `,� x , "; yj'7.-�i_ - , - . : . i " CATION 0271 0. L 0 I. ry : ; :i ::: I r :!� I CSTq POND L : i . I . ,� � � F-- . :i �.,,��""' """"""""", � "I I ; .1 -1 � � � : Y elevll,� / .,-, , . - , . .. , ��-w-� --.*---i"�-t I /,? /, 1* -.- ex�,"�e � �e � .17�� . .. . I - .- '� 'L �,X "'�; I " ,�� .. — "el��11, � e � ;,!---,� . . . ... � I i - 1�,;.��>,,��e'r;.�,�.�,�r- �. 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I I "', ""'t ), I I.., , " , /. , . , ..(.\ \ ,11'�,7 I 1, - .., - , . :, ;� ��' , " "� :. 1 , � - : v< . -,\,"/ : ; : ; I : I . : : m � : : . . . ; : : : � f ! i : I ; ; i 25 AND DEBRIS BEYOND PROJECT LIMITS IN ACCORDANCE WITH I -- . %-. 4, 0 6-0 I.- ol . � : ,* . . , 1;; :: : �,,,, : . . 1 � ; : ; . : 1: : : ,: � ` : ; . : . . : : : !: : 1��l �. m , 0: it : �. .�,,',L . . :. 2 1:i � . : I I , � I . . I 1� .11-- 11 I I . . �� 11 . -1 , 4.��', I �e ,�;, .,4,�, , I : I ,�,-"A. . , . .:�"' ': , ---,-�,-_ - ''--"L�, I 0 ... � -, � -11 ��. I , .;.o . _ " " _ ,�f "" '. -�A. � , ,.,,??, _t,.� . ;- � , --/;/�:%,":)rxz9lll-pi�Al�.' I . / '. I I 'L . , , -/ 11�1.'e14"�0,11;l'o"V.,", , , ."",."", : . X, V k 4 1 .. : 1) "" , I , , , - " 1. I. ,�,�I,l ." 1 , -rx:>,�,,��-Z.;� I ..�, 7 �,, ... . I "".. 1, .;:..�-,�- ,...,-:. ;'i""'i * I I t I -I-----'-------- LL �l -1 - , / " j 1 - ,Z4..., .............. I i - -----� v� it :; :� 1'.\ SPECIFICATION 0271 0. 1 �2 �Z4 ;?�- ; :r: 1. 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UNDARY 130 .. . ................ ...... ... 4 ....... < 0 2 MW-39 jss EL. 11.07 .............. 93 7- 12 :1-4 N .............. jZ A "R z 4A 0 - — — ------ — — — ------- ----- ------ z N iN < ...... ....... . . . . . . ....... . ................ ........ . ....... . . .............. ...... Q MH 12..?, 2 M X + ------ --- ----- ----------- ----------------- 'o" -------------- - - --- ---------- ............ . .... ----- &1A ---------- -- -- -- ------ -------- ---------- X ti i pill a- 0- - ---- -- uj r 11. cn m ........... ETLA D ....... BOUN A y 0 0 A." Ni Ln .... .. LLJ N z 0 Lf) �J* Q� 20' 10' 0 2.0' 40' ��'`V,;� low p�lim�l�'��'� 060 I�ITiF ~4 i1� iFfftlii IN IL j7 rag 0 z PERMIT SET KEY PLAN SCALE: NONE DATE: 07.27.98 00 PO IKI 72 )nn 0 o , 23 0 .72,200 0 V I > 0 y 0 N 9 DIA. SSCOIAERA TION ..... . 04 0 UNABLE TO OPEN 2) S 0 LL) LID JAMMED Ln s. .iLLJ D1A.,-5SCO1AERA,TJ-0N ijY 11 , , , t 47 V. 'TO_MEA_SU A -:1LANNING T UNABLEE tk -ON R N OF RE U '�A TER) ............. IYW #5 _j EDGE or PoN6 It t 2.5 " DIA X 0. 4' ABOVE GROUND ....... t IY AUG I b R Et =,-6._3 7♦ . ....... TOP OF PVC EL. 12.98 WA,,T,E'� ........ . ...... ...... J ... . ...... ...... RECEI V ED R A /r,11 Cj ; Ld ...... INLET 1' R,.,kl = \..._ .............. % 0 h tk 1.6 " \ ""' 1F - 9 DIY SSC01,AERA TION P, V 6 .)= 12-3", < x 1\ V\, NN v n W1-'2.5!-`PVC VALVE L IN' E T b n \ v TOP-bF,-VALVE, EL. 7.90 F/ Pao. F6' CONSTRUCTION FENCE X (0 4 9 Ld :z Z..... . ....... . ....... ....... 4) r; . ..... .... z Don c 00 NOTES: ('001. 0- P, .......... 0 6' CONSTRUCTION 0 LLJ C14 x 0 FENCE %L0 x 1. FOR SURVEY CONTROL MW #4 INFORMATION, SEE o > 1� V 2.5 DIA X 0.2' ABOVE GROUND < cp r\ DRAWING G4. TOP OF PVC EL. 13.19 o zc" < §P <0 < sp tk 0 ry 0 2. FOR GENERAL DRAWING N; Z LLJ tp NOTES AND SYMBOLS, 0 LLJ 1A," CO ERA TION SEE DRAWINGS G3 < �/x 'PVC L VE IL �2. S? AND G4. TOP F VA 10 ...... 9- EL. 8,<3, -- --------- 3. FOR GRADING NOTES , SEE I .......... AIN L z Ej 0 Z Lij .00000000, 14. , 0 DRAWING 1 C(G)800 z V) < 0 v L M AREA UNDER a 4.PROPOSED CONTOURS AND `F SPOT ELEVATIONS ARE CONSTRUCTION > 4 ro X11 0 NX 03 411 FINISH GRADE. REFER TO LANDSCAPE PLANS TO E TION P tk % VALVE ELEVATIONS, 2. P ...... tx DETERMINE SUB GRADE 0 v EL. V) .......... 5. AREAS TO RECEIVE 6" c 00 tk tK It .. . .... __ 4) 'I'll I l'?,111.17' DR! "k IMPORT TOPSOIL TO BE C) r r. % CONSTRUCTED 6" BELOW \ t 10 9- E :N' e-' 7'j'tj V 4 J, It � ) j �L \ i I \ . I .27 FINISH GRADE. FINAL 6p' Of C) ................ . . ........ . .... ........... E-1 cL ..... ........ <0 TOPSOIL WILL BE PLACED -7) / , , 0 9 <0 65 m ........... . ...... DURING CONSTRUCTION OF c . ....... I �', L % 9- ? .......... ... .... t'k . ....... k' LANDSCAPING. AREAS TO CID do 7 . ....... . .... .. . ...... . ....... 2 E Ik . ........................................ - C , ; , RECEIVE TOPSOIL DENOTED Q) 0 \-4 � . ...... . ...... . ........ v (33 E O;ct) 1, -i I ", . ....... . ...... ....... ..... ....... ...... . ....... WITH HATCHING: E- - ---- ..... ...... ... . ....... ....... ..... . . ........................ .. .......... . .. .......... . .......... . ........... . ... . I,\ � t .............. ; . ....... N c 4.) ........ . ...... .E y cm qt -2 Q) .1 # # 1q_ b 0 .. .......... ... . ....... ..... ro ........ .. "I N t ......... .. . -- ------- 1;� 1�; I I-) CL 0 d� 451 1�� 0 ........ .................. . ....... . ....... 13 # / Y N 72,000 . ....... tk V ..... ........ ...... . ....... . .....✓40 1 Irl V� . ...... . ..... ...... N 72,000 . ...... ..... ....... ?4 . ........... ............. .... . ................................... . ............ . . .... . ....... . .... . .... -.16 ....... ........... .... . .......................... ........ . ...... . ...... . . ............... . . . .... . ............ . ......... . .................. . ..... . ... . . . ..................................... . . ................ T—AND "B" OUNDARY . ......... ......... AREA UNDER . CONSTRUCTION c; k z ...... X:_k 0 . . ..... M. ...... 0 0 0 - - - --------- ....... _j fr 0 N .......... .... CL LJ 6' CONSTRUCTION ON . ............ FENCE .. . ... ...... J ... . ... ......... L rn f . .... ...... 7 ........ '�3 (JAIDER t AREA 5 CONS TRUC TtW,,11 I—— . 0 .................. 5 0 ............ L 60 C14 . ..... _4 0 .............. 61 63 6 65 Ln it LO LLJ 68 La 6 Oj .... . ....... ... 0 N '51,850 1 7 7 KI -71 Or-r% 79 7 r T ET � 7RMI �a DATE: 07.27.98 L WWI ff�!Am, 111111imrl'// 11F.am ff-;-11,1111001 I I Ell I 11wrn I L I —KEY PLAN S. 1/2s SPEC* 249 T.23N.j K 4E, W.M. SCALE: NONE N. 1/2j SEC* 251 T. Tuni's K Cl W.M. c; z -9 � - I ;L�. w CS Z 0 0 Z 0 W LJ W a w Ei w x 00 r*-- C? N N �Ut CITY _ AUG U ry QO ry � Z � � z coo W W LL n O w s3N o�� �UQ N Z_ > -- o"N L,J Q p p Z� O W O �0 Z _zw W Q .mry ®J D 31> V) U ao Q ° F�-� cn • C 0 0 0 •E E-4 Q U E-4 =w W a c° �E- _° °E m E C w �I C v v d P Z I"� JS Y� Q z r ,,2^ 'V V / Q A < N cr CL w Q 0 z 0 LLJ _ _ _ � _ _ _ _ PERMIT SET DATE: 07.27.98 ________J S. 1 /2, SEC. 24,123N., R. 4E•, W.M. N. 1 /2, SEC. 251 T. 2311.1 R. Co W.M. 7 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4, 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4, 3. FOR GRADING NOTES, SEE DRAWING 1 C(G)800 4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUB GRADE ELEVATIONS. 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: KEY PLAN SCALE: NONE . , 14-d_____ 0 z U'' %- l ad H N 0 W W a N m aW a 4: w x x 0 O O O Ln U 00 jCN rn N :DEVELOPMENT CITY OF R U AUG 18 �w Q 0 RECET n n W w F- Z z 0 0 z Doo j I w o a Q N O w 3 un o :3— 3 u) Q c`J CN Z O u /w/ ly Q � r�/ cD m � u :�i Q� LLB z LL, OQ IL 16U zw 00 Zw< L .mry ®J � �> U L o (1) o o� O V �w � W �a \C) olo C:E L :3E m E MN C j p, d L, a _ �� �- o �o 0 0 o cn = o cn < � U L� U Q a m -J � 0 3 o Y Y c n Q w Q 0 m _ _ _ _ _ _ _ _ PERMIT SET DATE: 07.27.98 ________J D37.DWG N NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR GRADING NOTES, SEE DRAWING 1 C(G)800 4.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUB GRADE ELEVATIONS. 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL. TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. N. 1 /2, SEC. 25, T. 23N., R. 4E., W.I. w POND SHALL NOT BE FI1_LED LINTILL PROPOSED STORM DPAINAG'�_ SYSTEM IS APPROVED By OWNER. 0 I WPM IN Ellimm Iflum L'4111111001 ffilill"IlAr, milliri ISO l&I'lluffli rill- KEY PLAN SCALE: NONE 0 z 00 n rn rr-) o� a = r— DqVELOPMENT PL U'ITY OF REN" 000181L, n �-.CEIV w LJ �- z Z000 It U — zLL_ =oo >�� LL W Q a O LLI (14 L 3 ,n 0O jd O u! 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' x ; • r, 18' DUCT IRON it � 1 E (E) = 6.15 `t RIP -RAP ` I i l ( I` j• x - II t I i I i ! �� i !• ' �IC �i ,,,t ,•1 I I ( i I i i i ! i? ?I '>:::'::..........�:::.t 1 � ? I I i .;, M : A i i . ( i 's r ; 1 POND I O WER ' BOX , ............ I WATER EL 6 9 = = ' : x ' - � 1T 11:53AM, 719198 I ' N L1D r . Q STORM = I CONTROL I STRUCTURE ! TRASH GRATE TOP EL. 13.19 RIM = 11. 79 Clp i1 II I :� IE 24' RCP (E) = 9.27 ; IE 6(a ' PVC (W) = 8. 74 : I'' ? > U ~ I ' it / y , CL U I ( EI l j^ *'•C Ja'•t�f �' • ] �. �'.i.� 1 -4.. � i x .... r t 1 1 • = m RIP -RAP - ` E I 'I SDMHRIM _15.16 ' I RCP 6 76 ...__.._...._......._. ? i � � hl i lE 2 RC, ( - _ _...... t .1 1 x i r , Q I ]. i t; w ,z , -- 1 _ .. • , � 0 ............ i 16 AREA UNDER m cnN.STPiI(-TinN w PERMIT SET DATE: 07.27.98 L � � � � � � � � i DWG 1 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR GRADING NOTES, SEE DRAWING 1 C(G)800 4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUB GRADE ELEVATIONS. 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" 01 TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: ED POND SHALL NOT BE F iLLED VIV I ILL , rR iJStU STORM DRAINAGE SYSTEM IS APPROVED BY OWNER. E;l�►lam =1�1 �I�Ilil� KEY PLAN SCALE: NONF z n P - ! J -" / -q� �1� `vvv v _ // 4 - o / �- ; . ,� x i ii > 3 :.. : Un - ; o E: Y Yaw» :- y II !\ ; �1 .... ... ... I. i < Yy� t g O p �_ ��, ' I :! ' �7 1 �,• , mii `/ { ,t`' ' ..� .. ... .. ...�......... :1" i i i1 ! P,. 1 , t �, r t r r ;,, , i,, I t , 33 .. ; < i I (y, 1. ..:..............^........................................?..................-.....,.,,....................,.v-.-.......,...........--.- ,.. Y eY.. "1 LAN��NG 5 ;. R ELOPME T-. --- .J X . — -- -- o� TO W 1 6th S }RE �e...., �, ; ii Y CITY O. 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CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO EXISTING D RAI NA GE SYSTEM IN S ACCORDANCE WITH SPECIFI— CATION 02710. CONSTRUCTION HAUL ROUTES NOT SHOWN. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT AND DEBRIS BEYOND PROJECT LIMITS IN ACCORDANCE WITH SPECIFICATION 02710. �K �w1w� r "_ / � .��a(l�l •�>I m 1!I . _, �.�� r r. ..J I �7' r �1� . <11 %rlj `''N7,Al, i /. �/i�i �.'' .'�• /%�� ;�.;.����, ��,,,...,; II `1 � l_=`5l-1 Il � � ism ram_,.� :�- ; �� -��©�1I . �'1 �l,, m mI m m®® KEY PLAN SCALE: NONE S. 1 /2, SEC. 24, T. 23H., K 4E., W.N. H. 1 /2, SEC. 25, T. 23N., K 4E., W. I. PERMIT SET — �DA� 07.27.98 i 1 Y 0 a 00 t {. R "', -+ , ♦ \ , r i i i O E = 35 0 _.. r EDGE 0 POND (`, ,\ ry • l � ,�Q ! � / / ,. V 1, \` \' \� \` \, \\ �\` � % / % \ `\ i" .... '• i \. ,t`] C'� i ,......... ....._...._ WATER ' L 10 •' ' ' i . 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VAUL';T ,%' ' ' UNA L�t TO EAS RE ' IE 36 RCP (N ) —: 8.53 ><, - �■ 0 i,ll', . ! f _ T,BAT63 / / / / / / / / / F(�'LL.....r E 36 C (S) lJ f I I i z W OFF i (;`- ,/ �.... i / / ,✓ / / / '; / / / / / / / / / / / / / / '' / '/ \ \ CSTO STORM WATER - Q ' : i j• - I / / ��,;; ;•;: ,; DETENTION POND AND 01, 24 D A 0.4 ABl7VE GRQ�UND WETLAND • i, , , (!) i I 11 P I � � / � III / �� �so > PP ;W/ CIO BASE ,tj i�' / � �: / / /. % �;� ;� , '♦`/ it / - r Z i _.... v i 1 i t . ! li X IV DI Cl...IAF', i,(v' �� P\0 � X /; \\�\ �` / 4 PVC...�SW) = 8.42 ..................... _..................................................... _... _.............................................. ................................ _........ ................................................----....................................................... _.._........ 0 :. XE ' m N 72,400 i .,.} 'i \i ',�';� / / / / / / / / / / / / / / / /'` \`', it iC�\ \f \\ % PLANTERS E� , N 72,400 Z ! o P� f• t"'r 'it ji / ' �`!t'';!t Q , I I _r !:� S: ,+ t1R :',t 1 , t ; t •.t, `�\Jr `\ \ \> \ \ -0 LLi W T` `—� ! I I I PLO 90ANIE �OCX Wes/ / \ / . � \��! / r / / / \ c 1 t , E, 1 `' A.`t SC A A TI a-.....`.;, \ / \ ` �l ,( r t 1I r \ ., , % i FULL ` Off. WA TER 14 CC alF F'• A� 18.2 I , I t 9 SSG AIR ,;., ,y �. D /1�ON.� // / / / / / / %� \ / �'/ / /�ULI! OFi4�1 UCY�' • j�•.....� _ .. i _ ,t t it ! i i ;i t i •-- - _ _.._ _..._ YW N 1 t . t ; E / I _ i •• , , , tt , ♦ , , , t O iN 1 BAND NE \ ii '� CULVERT / _.....-.... cn GUY A HOR i 1 / 1E I RIP XW)� 6/4 , 6 t t/ A-"14 i f'� I a wi'� 9" DIA. �S 8/AEATION U Q ; `;6 t..a �ft, %�TLP OFiI/AlAll�X/E, i L OF �9.1 j o: _ .._,_ ........ ;_ _........,. _ ..� I PROP a, SH 1 r, �l, a PILE S ORF G ' DEMO L....L- ,-LI :� IT .............. {1};;;........,.............., \ Z(OF FOND m 1>R^.,, W EL.\� /- 717198 eq t ! a. PP W/ CONC BA EX 1 j r . �Q'::;' f :�♦ 1 ,, •i !"+ t r 1 .......: O , `\•.. O ,.. 00 c , , �n00 ,LVO : i � i i' i'// ' j/ �h / / / y\.... '{_L) ,,ti � r•.` / ,2VV i p -- N L NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 4. FOR STORM DRAINAGE TRENCH SECTION, SEE DRAWING _ 5. FOR STORM DRAINAGE PROFILES, S SEE 0 DRAWINGS _ z 20' 10' 0 20' 40' 0 MEMO ?(f) W S. 1 /2, SEC. 24, L 23N., K El W.M. N N. 1/2, SEC. 25, L 23N., K Co It PERMIT SET ��i 0 DATE: 07.27.9 8 z 0 � ISIN KI IBO�.; Rd11 IM win I���_ 1'a Irl�i 1,II .`My!' 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I > : i ! 1,11 : ! i i--k : I ! : 1 1 , I i I L.Li i : j . i i j ! . f i : f I i ! : . i : _j < : ! i i : : i I � . i I : j . . * i : [a . I 0 : i : -.1 . I i V) : i . . : 1 I LLJ \JC I i ! ! i I 1.."6 I I . � I ! i < . . : •i I : : ; Z ! . : � I : ; i 10 ; i I : ! ci- : . i , . I : I ; I I 0 . ; I : i I ! . : Im : : I ! : ! f I I . ! , * . I ! : � . : , ! w I . I : : r 1 i ;E I I ; i i : : I : i i 1 i I ! f : : i 1 I . I ; ; I I : i ; I i I i I . . I � I I ! i : I . : ! : . . f : I I i . . � I I ! i i : i i z i j i i i I i i I ! i i ! i i ; : i : i I : 1 : : I i : I . I * i . ! ;"-,-,) ! . , 1 j " � ! ; ; : i i : s i i ! : : : i : I g ; i 11 ...... f T_l.___ ; 1, i . 11 \: I i I I : 1 : : : i : . : I ( _D : . i : ; I 1 ! i i : I : r : ; i J! : i ; : : : ! I _j i I .!I . ! 1 ! I . ill I i : i i : ; : ; : I LLJ ; ! ! : : ! i i : I u ! f ; I : ! I I ...... . ! < ! : 0:� < 1 1 I I I : ll_�- I t .. 1 . ........... . ...... ............. ... �� I ............ _rl"ll . . ..... .. ! _ -- ... ::IL _-_._-:�: ......... .......... E ....... f.Tq _.. .... 7_- ... ` :►� � 1 il I � Al ,��_, : • * - : : : C) I ; : I : It i \ !": .. : , : ! 11, , f I ! I . I " I \ I i , t 1�� : I � < CL : ill : \ 11' � \ . 1. I .1 I I ! . " I : i \ 1 \ \ v ,/ "o �� \ , I 11 "Al... 11 \ C5100105.DWG I C(D)29 NOTES: - I :: :� i I . ;; I : : : :: I : : . : :: . ; : 0 : : � � i : 0 : :1 i 1, i i I ; : . ; . : 1 It ! : N : : : - : : . i. . it :. . � : I I : : : ! t ! 1. FOR SURVEY CONTROL I : : 11 : INFORMATION, SEE : : I I : : bi i i : : % . . ; i : . I i . ii : : . .. i i , , . I ; ii. i i .. . i DRAWING G4. ................. : ........ ! 1 1 z ......... : ....... i : .1 i i ^ ..... i : i . : , , i : I . 11 i � � i il 1 � it � i �� � � 2. FOR GENERAL DRAWING i I . i I . . i . il i " � I 1, � ;� .. r � 1 1 NOTES AND SYMBOLS, t I , 1 It I I ........ 11 � III 1 11 I SEE DRAWINGS G3 ._-'r, I �111'r-l" . � ll,'� , , AND G4. I � I it It i! � . " N ',71,8C .11 I i . 1 11 � , . " �i " 3, FOR STORM DRAINAGE . I I % .1 . k . li. I - � i,ii NOTES, SEE DRAWING -_ , I : � . i t� 11 � I 11 I � . : . I % I � % I 4. FOR STORM DRAINAGE I ! I; I. il . ,. ;%i �` %, 11,11, TRENCH SECTION, : . ! . . � I ;11 % *,I � 11 SEE DRAWING . It kil I " I . I'll. 1. • "I t,\ \ - . I i it I I . tI I'll � \I I *I'. 5. FOR STORM DRAINAGE . I . i, I � ! Il % . "A , I * , I "' " I PROFILES, SEE I 1 I : I I -,, � I DRAWINGS . I , . 1 I I I .. Ill . ,,, I ,., - . . I . . ; I. i . I " I'll '. FOLLOWING APPROVAL . i I I ! I . ,,, � , ,,, ,AND [�D ACCEPTANCE OF 11, .1 ! 11 , .1 Al�, - ! ',I I . 1. I I`- ,I ... ,I. .... 1. DRAIN - I "I., " I., i I -t' . I.;., i %, I .1 % AGE SYSTEM BY OWNER, A ! 11 " .. ,.. I. ... 1 11 11 - 11 I I I � " FILL EXISTING STORM DRAII ,, "III, - __ 4.� ! - ----- "I � ------- , " FULL WITH CDF. _ ... 1�1 .-.. I. 11 ..._ " 1 . � - I 11 " f . 11 I "I - I.;11, 1. .1 , _. , . . I R'll I , , I . I , I I .1 ! 1� I \ I I 11 . ,�'. \ ! �l \11 I \ . 11 , . , ll \ . 1, I I "I - � C., .... . .. 1" \1� . . " I " 11 i 1, : . \ \ I I : ,, I ! 1\11 . 11 A 1\ I I 1. : ""I 1\ "', -\ . I \ ..." 'I , I % I 1, �l , ,� , I 1�'l I 611." 1 11 : " I , I 1\ : , �", "I I ll�". : I \ i � \ " " 1� 1'\ , . � \..., : �, I """', , : \ " . . . t .. ,v ; ;__ "" \ : .... � ..... .. _ ... � ... ; I "I 1 ___ \l. ` . ! ____ 11 ! -.1i __ ....... .t_ . 11 I 11 I ! : :11 k i t, : I , : I ; 'i " I : ; I ` .-I ! It . .. I - - ! I i : : i ; ; I I i i I �111 ! : "I i I ! ". . "", I ! 11 , // / i 11 "I f , 6 ol \ 0 ; . I zz i . I : I , \ i i I / /I : ; " Q, ....... - . - - - -,-';' ! w/ ; \ I i * / I 11 11 - i* �,_._q - 2.1..� w i __ I : *.-:,..,:. , T. � 4� ,.,:�.". 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I ! i I I : i I : 0�j I : . ; I 10000C ; 0)000(. : 0 0 (1� . ................. ................. J I i I lF, A ! V, !. N 71,6( :� I �l 1 " / I., . I , . I , /.1.41 I I". , + I /.//,.I�l i I I ; I , / i . / I .1.1 x . - ! I � I I ;:Z:;� I , ... I ..... . .. � ...... . I .. .. . ........ ... I. ....t. i . _ ._',�111'1 I ._, i . ....... . ......... . ....... ...... ____ ,,, "'l ..... I .... . .... I _.-i.' .Ar,. I \ ; : #_ .- I � -.-.. . ........... ----..-.- : : : : : 0 %J r��;7 . - , � I : 4 _ : /////////, : � , : � , : : . - i , ; ........... I , - /////-, i I ////, I I ! I ........ 0 0 C\4 Ili th LLI 1 20' 1 O' 0 20' 40' . F9 m .I 4711 S. 1/2, RICO 24, T. Lin', R. 4E, W.M. N N. 1/2, K-Cle 25, T. ITIA"Ll R. Co W.M. r PERMIT SET DATE: 07.27.98 _ L I F_• "o �prmomplawl MEN t%� I mid, !u 10 I I I I�il" I Im SCSI�L.. � 11111- mts-immin alls __ --.,-- - _. ..... 11 ... 11-1 I .. �_.. Wigg� . � M-M Em K."als."j)• I- M I KEY PLAN SCALE: NONE � 00 n C) 0 0 g L_j DWFLOPMEN7 MANNING CITY OF REN TON LU A U b i 98 0 < w LL n Z: LAj LJ I.— z 300,00 C) Z LL_ ED m 00 0 LL_ LLJ 0 Lu Lo 't >, Lli Z Ei 0 -i-) 04 cl:� Q < < < 0 ry LL) 0 _j < C) 0 0 ............ . . . . ........... . .. . .... L z u 01, < V) L M ry ml > cn wo— 0 CL.�, O�O NaNOOL E E-4 < C) _j E-1 E :3 E E CN Q A C "A 4 C cp a_ - - -------- z 0 i. OL (n c)_J 11 .............................I .............. uj k c x cn f; z 0 V) X 1A NOTES: 4 ...... .............. . .............. .... . .. ....... ... . .. . ...... ........ -------- .............. ................ 1. FOR SURVEY CONTROL INFORMATION, SEE' ............... - ....... ... ........ .......... - ------ DRAWING G4. .......... ......... .......... ... ....... (o k 2. FOR GENERAL DRAWING h NOTES AND SYMBOLS, 0 (o SEE DRAWINGS G3 10 AND G4. 0 A 3. FOR STORM DRAINAGE < i NOTES, SEE DRAWING __ 4. FOR STORM DRAINAGE A6CONSTRUCTION ll ' TRENCH SECTION, ,FENCE XSEE DRAWING .-V /* A /I 00 J 5 FOR STORM DRAINAGE PROFILES, SEE 3 . ......... DRAWINGS 4 A 71,4Q ©EXISTING POND "B" . . ........ ....... .. ........... OUTFACE SHALL NOT 77 BE REMOVED UNTIL . . .......... . ............. . ....... . .................... . ... . ... ......... . LINE IS CONSTRUCTED f ........... . ......... . ... . ............. .. .......... . . . . . ....... AND APPROVED BY THE . .. . .. . ..... Ir . ................................................ .... . .... ........ . ..... OWNER. OUTFALL SHALL . ......... — ...... ...... . .......... ....... . ...... . .... . ............ . ....... - --------------- . . . ........................ — ------------ - BE REMOVED TO EXISTING ................. ......................................... ..... . .. . ..... I ----------- ---- ------- MH MH W I I qH I I RF - - ------------ ........... . .... ... ... ....... PR POSED STOR SEALED WATERTIGHT DRAINAGE COMBPE . ... . . ..... . ...... w/CONCRETE. 10 It I t._ i .......... . ...... is *E_-LANlD/IDETEN7 P N . .. . ......... �C4 DESIGN SURFACE. E =8 5 Ef) FOLLOWING APPROVAL 18" DUCT I -1 .. .......... AND ACCEPTANCE OF J 1E (W) 6. PROPOSED STORM DRAIN— z Z AGE SYSTEM BY OWNER RIP —RAP , ........... REMOVE 18 DIP AND FILL pl ' i 1 I j i , i I POND B. .. . ........ H EXISTING POND STORM DRAINAGE CO WETPOND/DIETENTION POND L- PROPO ED LAKE 1 POND Y WATER EL 6.9 AERATI ',N/RECIRCULATI1014 11: 47AM, 719198 SYSTE E f I ; ', I � ' I !, i : t, i � I I k! WETLAND "H" it it BOUND,�RY 6 > t I RCP it V D, GR B DITCH, 1 91 t CLEAR AN IE (S) 6.1 m 5 EL �44 PLACE GE EXTI E FABRIC I Il 51 L 1,,e `6 9 L:L,,, G EL AND I Yi it AND INSTA % ED , Lr): ",,PERFORAT `-PI E (TYP) Lo 00 RIP —RAP co n CIA co VY�TL_ND "I" U? - - --------- - -- m E3 ARY t il 0 SID H% . .. ... . .. . ... . ..... . .... 6t CONS TRUC Tld�i Qo\l' ..... . ............. .. . ... ................... IE IN(E) FENCE z E OUT(W)—'-,..,, N E ........... 16 so m % V 1"o IE OUT(W)= % 3. 1 f Y>N IE 24' PC (E) 8.97 E IE 24" C (STAND PIPE) = 3. 24" NORM D I 13 0 T. 8 B FFLE, _7 6.261 - ---- - - - _- ---- ---- .... . MIN .... ..... ..... .... . 210' 10' 0 2.0' 40' EEL-NE-JIL-ma-i I mm" S. I SsA.Ce 24, L 23N.l k to WAS N N. I/Z SEC. 25, T. 23N.l k Co W.M. op"llmll-w-Mma '' �m'ilW� I I EIImR)l'rT,�" oiILImmIITIF I'M 0 1 lamli-all"Mm 0 03 1141 1112==0 142 MOMS .:.;gym mm mm A PERMIT SET KEY PLAN SCALE: NONE DATE: 07.27.98 rn 0 0 0 Ln C) 0 0 C\4 c1\4 0 0 O Li 00 O� It o 0 10-111% g r AKI NING DEVELOPMENT PI r'[TY OF REN" N U AUG 18 1 Ld QORECEIVM ry CL Li <� It C) 00 (-) z n I I c v , m10 00 I 0 Lu LLJ CN z Lr) 0 00 ,q. 0 cn < < > O.TLO Ld 7' < < p (o cn� Of < CD Li O < r)oo N 71,400 0O Z L 3: 0 Z LLJ cry — u Li < ... . ........ Lm 01, ... . .. . ............ . . ........... .. . ........ > .......... . .... ... 0 ... . ...... i F11 1,-. 10-2 !1 18 DUCT IF I E (E) (n,T 0 E -0 RIP -RAP E4 < E4 c: a c E E E c F4 _04 t4 cc 0 Ln hi POND WATER EL = 6.9 11.- 53AM, 719198 �� It STORM oCON TROL TR 1 SUCTURE TRASH GRATE TOP EL. 13.1 RIM = 11. 79 < 1E 24" RCP (E) = 9.271: IE 6 PVC (W) 8.74 < 7 RIP -RAP j . ..... . ................ . . ............. .... . ..... ......... . ...... . . ..... . ....... . ........... . ..... . ..... . .... . .... . ..... . .......... . .......... ...... . ..... .... . ..... . ......................... ............ . . ..... . .............. . ...... . . .... . ..... . ..... . ..... ........ . ...... ..... . ...................... I . . . ................. . ..... ...... . ..... . ................ . ......... ... . .......... ......... . .......................... ....... . ...... . ...... IN" NN X x x I i N N` N N N N N, N v\ N" N. x \1", N' N N SDMH 7 RIM = 15.16 1E 24" RCP (N) = 6.76 1E 24" RCP (E) = 6.77 . . ... ..... .... .... 0 . .......... . ........ . ..... - ---------- . . ...... . . ..... 6 SDMH \— (�nUW > N f PARKING LOT AREA N N' ........... . ...... ........ i LC ) TRA SFCRMER 16 AREA UNDER .............. co E CONSTRUCTION i( EDGE OF PAVEMENT o SURVEYED ON JUNE 1998 00 ........ SDMH p .......... RIM = 16.89 Ln IE 24" RCP (E) = 9.06 L-n L.Li 24" RCP 1E 24" RCP (W) = 9.06 Li 24" RCP .... . . ..... ..... .... .. ...... . . .... . . . .... .... . .... . . . ..... . . *.7.1 ........... ............. ...... ...... .... ...... ..... .... ...... ...... . ...... .......... . .... ..... . ..... . . . .. ..... ..... .... .... ..... ..... . .... . . .. . .... ..... ..... .... .... ..... .. .... ..... ..... .... . . ..... ... 4= . .... ..... .... .... . . . . ..... ..... .... .... ..... .. . . ..... ..... . .. . . ..... . . .... .... .. - ... .. ....... .. . ...... . . . ............ . ............ .. ..... ..... .... . . . .. ..... .... ... . ... ..... . 7 9.06 = 9.06 . . . ... .... . . z 0 0 0 QD Ln IH H H !1 :1 H H n Y tAl P R -POWER? -po j2j# CqNDUI T '(NO OD) i. I ! I F.' C5100109,DWG 1 C(D)33 o NOTES: 1. FOR SURVE) CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 4. FOR STORM DRAINAGE , TRENCH SEC TION SEE DRAWING 5. FOR STORM DRAINAGE PROFILES, SEE jl DRAWINGS fl N 71,400 Q FOLLOWING APPROVAL AND ACCEPTANCE OF i II PROPOSED STORM DRAIN— AGE SYSTEM BY OWNER, FILL EXISTING STORM DRAIN FULL WITH CDF. Ef> REMOVE EXISTING MANHOLE, j [:8D FOLLOWING APPROVAL AND ACCEPTANCE OF PROPOSED STORM DRAIN— ; i� SYSTEM BY OWNER, REMOVE 18 DIP AND FILL POND "B"If .............. .............. N 71,200 5 10 15 r;-� .:.;gym PERMIT SET KEY PLANSCALE: NONE DATE: 07.27.98 N W m 15 Z O J O Z m O a r N N w w V Q a N Q: w Q a 4i V N O J a w W x CD n O O O l() U 1 C(D)35 _j 00 0 0 LC) J)EVELOP'Vil CITY OFR vAUG181 Li )IFCEIN <ryn 0 Lj Lli z z woo :3 (::) 0 c u — Z a_ t I Li m 0 00 0 > < (7) CC) LL - 0 LAJ - z 3: ul < < 0-1 0 -, (3).'t LLJ 0:� < r -1 11co— q- E <� < CD LLJ V) IL 0 < V) 2. 0 L z cn Lu < 01. L m ry LS > so- 0 (A (L o 00 cl� C) O'E co E4 0V Qo �?,- Y LLi E--o -0 :) aa_ c E (L m E -, E (7)f7V C C D a. m ui is z 0 0 0 �j Lc) C) 1-11 0 0 C\4 C14 C14 0 0 .,I- �D __11 z tj L� 0 01- v 4 Lij 70 X co v,\ C) CLEAR AND zi ... ........ GRUB DITCH, < PLACE GEOTEXTILE FABRIC AND ot INSTALL,m, GRAVEL / f. \ . \ 6�, \ !!b, AND PERFORATED. > N PIPE (TYP) w 0 xlx \\�\\ 2/ % c� 71 . . ......... A N' 71,400 Q0 FLAN L X DARY K� SET MH �\ \�� \\�j tilt ON EXISTING - - - --------- i %i i,. i, STORM �Vll•-H 36" Sl 76 DRAIN .... .... ....... 10 tK ............. I .......... ------------ ......... .. . .......... ..... ....... x < ............ . ......... . ..... .. . .......... . ...... . ....... ............ 18 ... . ..... ...... ...... .............. .. .. .......... N, . ........ . ...... . ....... ............... . ....... . ....... . ........ ........ % . ........ i. . .......... . ......... . ......... . .......... . . ....... .. . ............ . ......... . .......... . .......... . ......... 410 EXISTING 3 . ....... 6 FLAP GATE% ........ . ............. A 4 ................ WETLA1..........._.........__.._...__..._..... . ......... . ........... ......... . .......... ......... . .......... "o BOUND RY > X .. . ........ ........ . ... . ....... . ....... . ....... . ......... . .......... ....... . ....... .. . .... . ......... . .......... L . ......... . ......... . . ......... . ......... ....... . ... . ........ . .......... ......... . ......... x x x x . .... ............... . ......... . .r. ......... ........ x .. . ......... ......... . .......... . ...... x........ . .. ...... .. ........ . ....... . ......... .... ........ . ......... . ........ .................. ......... ...... . ........ . . ........ .. ..... . .. . ....... ......... . ....... . .......... ..... .. . ...... 51 .... .. ............ _�x .......... .4- N 71,200 zo X <9 X Ln CLEAR :AND GRUB :DITCH, A PLACE GEOTEXTILE 00 FABRIC AND OUTFALL TO SPRINGBROOK CREEK —,,, ......... . ....... . ....... ........ . ........ . ..... INSTALL GRAVEL I AND PERFORATED PIPE (TYP x N. 0 .. . ........ ;�a . X ----............ ------, O 00 Ln hj N 71,400 1,200 1 0 Ln Ld . ......... 20' 10' 0 20' 40' -NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 4. FOR STORM DRAINAGE TRENCH SECTION, SEE DRAWING -_ 5. FOR STORM DRAINAGE PROFILES, SEE DRAWINGS - S. 1/2l REC. 24, T. 23N., R. 4E., W.M. N. 1/2, REV. 25, T. 23N.j R. 4E, W.I. pill ku ©�� 171r. r ii�i Sri •Ej L 0=111,111101011111 '11113 mm 0 NL,- - l ,'IL�''I� 01 man - r_,-i .:.;gym PERMIT SET KEY PLAN SCALE: NONE DATE: 07.27.98 l.________J 0 z m O N w W Q a N CE W ad a w x 0 NO O O In U j Y � N W USQ' V Z O J O Z m O 1 N fN W kl U IL N W G a U N O J a O O LO U O O N N N O O O w w J W F N N W Y W a N m aW a C� 0 J a U C) Ln O O Ln U c 001 1 -.DWG 1C(D)4(', V) z m 0 00 o CITY OF RE, AUG 18 19R u Lli =CEIVE D a- 0 < ry Ld WOO 000 �C LLJ n 00 0 00 f L L- LLJ LLJ z�N tn 0 0 Q O p cn < >_ OLO S �m�U:E LLJ �7 < c-1 ry < (-D Cy Ld 0 < IL __j 3: O Lz CD V) z u IN 0 L M > wo- CL V) E N 71,000 < c: E Q) m E N cc: pi Q) O 16.4 z x 0 3: V) z 0 6 I % 0- 46 Il < o z 0 (f) ry 0 z 17 .... ....... .......... .. .... .... _0 0 L0 a CLEAR AND GRUB DITCH, PLACE GEOTEXTILE FABRIC AND INSTALL GRAVEL AND PERFORATED PIPE (TYP) C) Ln:: Lj-j • it 1 ..... . ....... .............................. . ....... ............ ....... . ................. ...... A Ay 0 0 Q0 Ln Ld 0 0 00 NOTES: Ln L,-j 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 4. FOR STORM DRAINAGE TRENCH SECTION, SEE DRAWING - 5. FOR STORM DRAINAGE PROFILES, SEE DRAWINGS - N 71,000 0 0 oc� t T) LLJ . 20' 10' 0 2.0' 40' S. 1/2, SEC. 24, L 23N., K Co W.M. N. 1/2, SEC. 25l L 23N.j R. Cl Wome PERMIT SET DATE: 07.27.98 L � � � � � � � �'\ ■! �lou III Is. Llsl�lllll IN L�l�►lid =1� I�'�f ih Tag,. - mm E" m SON .:.;gym KEY PI -AN SCALE: NONE 1 V) w a w a 0 J a w x O N O O Ln V -j !14 6 (j (A w Ix I � CD 0 , (n w LJ y (1) ce w I$ 1;j � �- 8 � w x U 3: r-) 4 r1e) 0 0 0 � L0 x I,--, (D 3�: 0 1--*1 0 0 c\1 N 1-1 cq 0 0 q- � 0 tj I I .� U. 00 . � 1. I — - : . 1. I � ; i !i \ I " , -1 11 .or "z>i, ��, - --- ; .; , , , ,�11 , ;Y"iii�. 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ISSC e1A ; 1 )eS Te STO �) i I ii ,I '11 �T\VPI'.-L, L�/UFt4"'L eVE,( di , i * 19 . 16/ / / / Au t I F,D U N I Ii aCLEARING LIMIT i / FENCE (TYP) �� ,,1/V/ "A / / / I I : i� t:;::. i 1ICOINCIDES WITH . I1..% I \ l\\ 5 . I" 1i 1 1 : / : i DEMOLITION LIMIT PILE SO . ING /.�".*/ /%/ /";,/ / (DMf# !OEOL4N%`L-I.MIT) ., i ; I ; I..... I11V11 .... : / . i -, 0, I /,% , �]'. i POND / / / / / / / / ... , . . ` '\\\ - : : : : I . I I I -,:,, - i � : : I I � . , , : I : : 11 , /-" ltl�dt4F-/, . I ,!��' _\ \ i i i i *1 : ! : � . , :,. .1 I . I t : : � . / I : 1, I I " 1� ` 11 11 . .. � ./ .. - I I . . . ' : 1. : " I : i ; : ; I It I ! : ; : I I : . i '� c S T..... c , . I : a. : -�) PROP0,$ED` EN'LA $MENT OF : I % I " 11 . � I I . *1 I BA 3E I : ! I ,� ... / '\/, / /I 1, / / ,*� / / / / / / / / / / / / / // / / / / / / / : I I ,� - pp W/'CON& ' : . 25 DETENTION Pbob AND WETLAND : ' 1. . I 1� "I 1. 11, " : I / I I .. . I 1 (TYP.) 1 I . ; i <D , ., . : ! ; : 11 ! : - ... � , - ; I : : cr : , , DESIGN SURFACE EL=8.5 : � I I : : � !,;�: ;" R.".. I I � I . . : . : 1. /11 , - 1, ��%, : .,: " .I.. .1 I. I : ! - - - . , � � . .. : '. ;1 I / \/, / / . / /. : ! I ; .1 . � ;; 0 : I I I 1, I I I -, I., : ; : (X ; ;; ... , / ; 11-', : I , , , ��i . : ; : i � : : ;:.. .. pl* rv'�� , " I "...'. _... -- ,-,,- - - I . , , : .1 , 1� I 11 I 1\ " � I 0 : I : ;1 ... ... : � , . : . : 1, I 00 : . I �, / " . 0 - , i `� . : 11 .. . V / / / / / / / / / / / / / /,Oo/ / / / / / / / / / 1.17.11 : , ; . " " I : �. ,�, / '- - ""' / / : i : , I , , � / b : : . : - i., .. ;; %,..,; ____ . 0 : I .• i : : — " ! . �_. I ;-- i � t : , � . i / 04 , / / " -�, ; . i ! : __ I I , , / �� t 11* 11 , " 11 ". :1 : .. oc) ! " / / / / I . 1, I " . . : : : I : : 0 1". 11 I I L0 . . . i , '. . . I .1 11) , " , :/ / / / / / / / / / / / / / /w/ / / / / / / / / / / / / / / / / / / /N 422eO ! / 1, b '\..6i . I I : I . % / I . : . , / , " 1/1". ,�/ / / / : I j / / , / ", i I/ / \ 11 �9'_'_ .1 1� I or.1 , / .. 11 i I , I , � /1, ". - 2.0' 1 O' 0 210' 40' S. 1/2, SEC. 24, T. 23N.j R. 4E, W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E, W.M. r PERMIT SE DATE: 07.27.98 - , 0 , , 100 �I %Y., a in m =60 � I = 1! - MRHi,i ri ��� �i' IRA Lism I I I !, 11 I "m I-m-19T_�, I i1m Kill Em =111 .:.;gym , KEY PLAN SCALE: NONE se�TK_P-_-� 00 O' N s It DEVELOPME N I CITY OF AUG 1 U v 01-0 <� Z w z� w� U o o Z LL_ w U >o0 a 0 a c;, W LLJ o > `n w 0 iw V ry �z zw OQ I IL 0 zw w LU ZWU p L OQ mry a D so> � U 44 in ' c O o �E Q V - � W r', i�1 W d d 1✓ c mE �1 c' 74 j I C Q, v� ao a U Q a = m J C. Q Ll Tm 0 z 0 V) ct O z ,( O / / N 72,200 x j N 72,200 i I r /r; O O : 00 Ln J r 100, w�04/ /w CANNING W��;TR - 9 / 8 FNITON r STABILIZED IE® CONSTRUCTION ! I ENTRANCE ' ' ' - I ' r : P P CSTC STORM WATER ; ' r. r: ;::� 6 \ / / , / /q / / / / / / / / / / / / / / / / DtTEd TIO`N A7j01 ' ,r • i 9 2 9L OZ , 4 000c `:. 10000�c looms 0° o 000f. �0 F� :'. N9'. SSCOIAERATION i p �0000c �0000c 1 \. �o / /; �. / �}1�hABx M SUIE j 10000c r P '000c loor+' } 00000c i 6 SUE"TO F L OF WA R �0000 c ( 7000loorl W 0000c :oo� .oc 00 2.5 ` . DI , X 0. O.V ..--. UNL� ...._.. ............. ...... .. �. 7p�P P E = 1i._�j2 ..._._......... h I: -... --- ---.. i ', :- PROPOSED ENLARGEM T' OF CST /� % / / /.._JplRoo0 D T /._ / / / /.. �' ...�/ °.. ' / / / s/� ' / / /- %N. wA Sp �-� ;� ;, T..... 8.36 Ts�— i J DETENTION POND -AN WETLAND �o ._ DESIGN SURFACE FL 8 5 �0 tIG�T}/ /..,....._. f'..../ /.......... / .../ / / ..../ / / /.....,�.....,1. /.. -- / /. / PROPOSED 8 .. •-....h ..� � .,. .-._ ........ - - r IRRIGATION �/ / / / ' / / / /e / / /. %.... / . % / / / ,/ / f.....-/ ....... x< MAIN � _� o� � _ _...._----_.._._. .... ___ i I i ....... SSG A.. 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FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9 L801. 4 EXISTING LAKE AERATION AND RECIRC— ULATION SYSTEM f O BE PROTECTED AND TO REMAIN. CONTRACTOR STAGING, LAYDOWN AND STORAGE AREA. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO EXISTING DRAINAGE SYSTEMS IN ACCORDANCE WITH SPECIFI— CATION 02710, 20' 10' 0 20' 40' S. 1 /2, SEC. 24, T. 23N., R. 4E., W.I. N N. 1/2, SEC. 25, T. 23N., R. Co W.I. _ _ _ _ _ _ _ _ PERMIT SET DATE: 07.27.98 L_ _ _ _ _ J[ 0 i`tll �ii� tiOCR. �I 'ri ��1=r�`i���•l � �i�l� ���lmIm KEY PLAN_ SCALE: NONE 8r_`9�- (,;z-7- 41 .DWG 9Ll 7 Y 00 a � PEVELOPMENT V U CITY OF RE 4 ON AUG 18 1998 ry0 Cr- Z' --- . W. 71,800 0 C, J w W I— QJ z o o a� a, LL- LLI U LL i 9 3 O LLJ t o; cnQ N o°� � Q Q �m�U7 — 0 p z w �- _jQ C U v a Z Ej- Q Q N L r t � � ry i uj > cn U 1, - L Q0 v r o a Z �2 pE Q J F� E--4°- W Y \ c o v v E o Ea m E Q'N �I L z o2 V) N 71,60C U Q a = m J o_ Q W a W X m 0 z 0 0 0 O "' L x 0 O N N N O O O W o z i _7 ' r 7; I' 4 REMOVE G /O/ / ���/.. / /J / •/ / / /I xx -, ,t / vu ////T/;PROPOSEDENLraRGEMENTOC�G / _ r / / bETZNTI0N /PO Nb AND/1NF LAP4�p . / / / /.......•/ / / / ✓ / / `°; / / / / / / '/ / / / // //, � ,r , DES N//1 U7151 E r / x // \N 71,800 41, / e \ / /MW' / 41 / / MkV-4� / / // / / / �\ .1 14" ACACIA : : ; ....--•--...___... Mi i........... (` REMOVE - +MCI'.._.-__--_........_._. ' 10' ACACIA Y, 7.. `•"� .x,...—�::s.-:::i:: ...... .._........ of 00 2 PROPOSED 8" IRRIGATION MAIN f R t PROPOSED /STORM DRAINAGE COMBINED WETPOND/DETENTION POND DESIGN SURFACE EL=8.5 — O O 00 i i N w `` / / / / / / / / / / / /• IL 12 39 EL. = 1 .70 i01 xx\ �// i \ XX W/M N D B xN REMOVE "/ACAA�IA/ / / / / / /I / / / / / / / / / / / / / / ./` / / / ../..../ / x N NX = ' �N _.... _ ...... _:.. ............. ...........�.a _.r�- ;« .... f.-!j/// ;......... -... _._._. _._ ...._./ �\ /,. J� N R'MOVE ABC l�C/ :: / - ,/ / _ /.. / / - 1:-.:: t'r = % / / / / �� x �� N i• =' N / XN xN \N PROPOSED N x\ 48" CULVERT\�`\�N REMOVE '1;CAC I _ _� �\ MW 42 EL. = 15.44 _..... ........._...................... .......... __............... _ .......................—........__.._........—........... \\ N N : x x PROPOSED N` UNDER DRAIN �x x , ...._....__...._...... , _..................... , 1 - �� , �. 00 WETLAN B0UNDAf,Y x �-6' CONSTRUCTION FENCE 9 20' 10' 0 20' 40' S.1 /2, SEC. 24, T. 23N., K 4E., W.M. N N.1 /2, SEC. 251 T. 23N., K 4E., W. I. _ _ _ _ _ _ _ PERMIT SET DATE: 07.27.98 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L801. aD EXISTING STORM DRAIN TO BE PROTECTED AND TO REMAIN. CONTRACTOR STAGING LAYDOWN AND STORA(-,[ AREA. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO EXISTING DRAINAGE SYSTEMS IN ACCORDANCE WITH SPECIFI--- CATION 02710. 0 E. el HIM Kcallulm 1�� - - W-11511 0-i No ME I I M I - ME M W. 11 —= 0101 m0._.— El . m m W!, KEY PLAN SCALE: NONE ,5f —cif - / 7 W z z 0 z m 0 ra N W W a cr W a 00 °' 06 oo CN UEVELOPM:_z_wT V_ . CITY OF REN-1 1' vAUG 18 19 8 ) TCEIV a_ui Z zW I..L. o o c ;oco, '00 L� w U Cn aQN O w MONO o� 7 �Q O U-) N WZ NN � l l_ Q p`'' V O zW o3 O L •U ZWQ z W w 91 C) L .mom ® > (j) U - L Q� a� v Q 4J 0 0r 0 V a � w }ram. 010 0C c E = au mE E Q'N c I C v � a L c� Z O r x y V) w �gY < `b V l� V a m e�f U "3 oY Y 0 8 x w :L.. itivG -:� Ln w N 71 ,800.. / _ PROPOSED 8 `f IRRIGATION MAIN D m GP t • • ' ' ,. x i t GP 1` W ET•LA N X"l �t ; / • BQUNDARY ;\ { //x /// _....... ................. / t i ......_� / -r i AREA UNDO, CONSTRUCTION ! 6CONSTRUCTION N t FENCE f CLEARING LIMIT t FENCE (TYP) COINCIDES WITH ; DEMOLITION LIMIT_ ............_ -.. 6 x I l� } II f BUILDING N 71,800 25-20 /// I" f E : - ---- ------. "-�_ - ��- ••P . - - ' r /11 ROPOSE D WETLAND-- H00 DARY UNDERDRAIN O , WETLAND "H } xr i X i / R -__ OU D 5 . RUCTION .. BOUNDARY C -:. G. ::.:. 2 GATE PO T P :- ., ::\ _._..... --....... _.... _.._ ......... - ..._ ............ -- .......... „__ - ' . ::.. - ...... ...... _._._. ....... >........._..... _i ..__�_. __. }.. �_ _. NST�ucrioN _._. 6 , : .... .......... e� , i` FENCE ` Z } , FT _ SEIC TANK MH A_.._.. r r" :. , 7 RIM - 16.54 ...... - c::..............TRAILER /// / /{/ f /{/. f / /{/. / f 1 f / f x .. ? /l / / l / / / lI ' ll / / // llIIII II l // III II / // IIII / l /_J.... f. ._. .. . N 71,600 jig ,.. W 12 _...—_..... .._.._ • r • I ' j I ... �... E AREA Z 0 20' 10' 0 20' 40' S. 1 /2, SEC. 24, T. 23N., R. Co W.M. N N. 1 /2, SEC. 25, T. 23N., R. 4E., W.M. PERMIT SET O DATE: 07.27.98 Z � X5100042.DWG 9L2F NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9 L801. HELISTOP FACILITY (B'r' OTHERS) IS CURRENTL.'Y IN DESIGN/PERMIT PROCESS. CONSTRUCTION IS PLANNED FOR SEPT 1998. HELISTOP FACILITY IS TO BE PROTECTED AND TO REMAIN. 5 EXISTING CONSTRUCTIO' l TRAILERS TO BE REMOVED BY OTHERS. FOR DEMOLITION OF © STORM DRAIN, SEE DRAWING 1 C(D)28 FIRE HYDRANTS TO BE. Ef> PROTECTED AND TO REMAIN. KEY PLAN SCALE: NONE 6 P_1� �S_/ �;k� 2 <U N W W a N C aW G a c> N r O a O O N N N O O O w 0 Y W o DEVELOPME I__ CITY OF w AUG 1 Q� Z J w ZIt w I_ n U =moo z L� w U L°' 3�OLw (� WN oD^WZ ~� 75 Iq � 0 o Qf O zW ~ OQ J } V G �0 zw w Y a ?wQ 0 L O 0: m iy 30 > cf) U .L a0 �v 0 0; C� O E-4 Q z W �w w as O o o � a m E , E Q'N c C rn 0V o _ a Q. '•3 m �Y J Y cy- a a Q LLl Q uj W X m 0 0 Z O O O L x 0 O N N N O O 0 w O k , ry i tr ' t 7• r is r ' 11 ;i PROPOSED STORM DRAINAGE COMBINED l WETLAND/DETENTION POND DESIGN SURFACE EL=8.5 •3vl x51 UU()4,S.UWU 'JL.S;'_ o /' �/ .�` .' .—NOTES: ........... Q ...... • wZ-OZ _....................... CONTROL ,1 FOR SURVEY Q INFORMATION SEE DRAWING G4 2. FOR GENERAL DRAWING t % �` NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. / / / / / / / / \ / / / / i 3. FOR GENERAL DEMOLITION Q ,' { ; AND TEMPORARY EROSION/ �..,. ,•_ SEDI MENTATION CONTROL � NOTES, 6 c TION/ 9 L801 .FENCE i I EXTENT OF 12 SS / / / -.� / / / / / / / / I ;,:`I! I '• UNKNOWN. CONTRACTOF . r �\ � I ,�" ,� •.��- � TO REMOVE ALL 12" Mw/43 SEWER SYSTEM WHITHIN EL.- 17 21 LIMITS OF DEMOLITION, N 71 1400 PLUG AT LIMITS, AND RECORD PLUG LOCATIONS. __ ....... ...... * ...._-----.._...._..._.----_...__..__........._ _ ...... . ......... — ......... AREA I S THE SITE O F _ ...._... _ ..._....- _......._....._.-.. = ....-__........_...........__ . .- A PREVIOUSLY DE- - _.........�.._---------------_....__................._................. _ MOLISHED RESIDENCE. ._....__..__..._...............................---------...........-- ....... _........ _ RESIDENCE FOUNDATION, ......_.—---- - _. PAVEMENT AND SWIMMING :_............. ...... ..- ......... Y 18" DUCT IRON :r > IE (W) = 6.09 RIP -RAP (Y • I II I I !i I j t; i� II 1 -POND WATER EL = 6.9 11:47AM, 719198 'i 24' RCP W_ 4 MW-45 � `r1 E IE (S) = 6.191 (i EL. _ 51oi/EL.� 1,8�69/ RIP -RAP W PROPOSED` ET ,.., T t • LAN o UNDERDRAIN B0�llARY Pj 6CONSTRUCTION..- -� :\ ' N 71,100, FENCE_. _..._.._�,, If .r.. PROPOSED `24 , STORM DRAIN. ..Al .... ' REMOVE 17" ACACIA s 13.61 IE 24' PCP CD oq IE 24" CMP,(STAN PIPE) = 3\3,3 Ln BOT 8' BAFFLE = 6.26 W _-.......... _ 20' 10' 0 20' 40' S.1 /2j SEC. 241 T. 23N., R. 4E., W.M. N N. 1 /2, SEC. 25, T. 23N., R. C1 wome fm � _ � � � _ � PERMIT SET L— _DAB 07.27.98 ___J POOL TO REMAIN. REMOVE ALL REMAINING CONCRETE, UTILITIES AND DEBRIS. EDFOR DEMOLITION OF 24" STORM DRAIN, SEE DRAWING 1 C(D)32 EXTENT OF 3" W UNKNOWN. CONTRACTOF TO REMOVE ALL 3" WATER SYSTEM WHITHIN LIMITS OF DEMOLITION, PLUG AT LIMITS, AND RECORD PLUG LOCATIONS. ®CONTRACTOR STAGING, LAYDOWN AND STORAGE AREA. CONTRACTOR SHALL PREVENT TRANSP`�RT OF SEDIMENT TO EXISTING DRAINAGE SYSTEMS IN ACCORDANCE WITH SPECIFI— CATION 02710. op-111-mr..'all .tee -,-�_, �IIiF1&INE"JI m �1m - E No I�'11i��� "!E Ila El m m •gym KEY PLAN SCALE: NONE V) LAJ cr z m 0 00 0) P0 r-) 0 OU 0 �l I & ii / Lu DEVELOPMENT PL I.,1ING . CITY OF RENTON LLJ AUG 1 8 19( < ui U O2� 77 wo '000 Ld U c: vlao"00 V) 1 0 LLJ C14 LLI ----------- - ut) Q ...... . ............. ... .............. .... 00 oi 0 < > �Ld 2 Lo 7T, 04 0:� < qt (o co� U :E Qf 3 o 7' LLJ 0 I__ 1 N 71,400 IL c) 2. 0 m 16 0 Z Lu LLJ . ......... .1 ..... . ......... ............ ................ . ................ ...... . ... . ................. I., ............. ...... . ....... . ...... . .. . . .................... . . ........ . . . . ZEj Q c) ............................................................................ ...................... ............................................................................................ .. ...... ..... .. 0 ......... . 1, 1 .......................... . . ............................... . . ................................................................................. -- ----- - ............. L mry ........... ... .......... . . ........................................ ......................... . ..... . ....................... _j ........... . ...... . ......... . . ........ ................ . ............................... . . . . .................................... .. ml > cn .. ....... .................. . .... . . ..... . .... ........... . . . .. ..................... . ............ . ...... ... 0 . ............. . . .... .. . ........................... .............. ;.; .......... ...... 0 CL CO 3'E Lj c: a C E :3 . ...... . ....... ..... ......... --- ----- --- . ....... . ........... 18 DUCT IRON IE (E) = 6.15 RIP -RAP . ... L ...... .......................... . .......................... .................. ....... ...... ....... ...... ...... ....... ...... - — --------- X cn E CN 42, =1 I CC mp N` POND WATER EL = 6.9 z? i f 11: 53AM, 719198 N, SDMH -POWER BOX W1 2" C 'NDUIT :(NO ILD) 5 1J. :% STORM i 1 i ; \. I z CONTROL x _j STRUCTURE TRA SH GRA TE TOP EL. li ca ct CLEARING LIMIT RIM 11.79 4 V) IE 24" RCP (E) 9 27: FENCE (TYP) co IE 6 " PVC (W) = 8.,74 COINCIDES WITH DEMOLITION LIMIT ----------- Z V R I r Vo I/ /H cl. / i j , / _j RIP -RAP i SDMH RIM 15.16 d�4 1E 24" RCP (N) 6. 76 .. ........ ................ .. ............... . ................. . ....... IE 24RCP . ..... " f Erg ...... ............ ...... ..... . ..... ...... . .......... :: ............ .......... .................... ...... ..... ..... : � I ...... . .... ........ ....... ....... . ......... N 7*1 . . ............ . .. ................... ...... . ....... ......... ..... .... .... . ..... ..... . ..... .......... .. ........... . ........ LLI . ....... ... . . . ..... ....... ...... . ...... f 1 i............ z�l . . .. .... .. ..... . . . ............. . ............. . .. . . ............ . . . .. ......... ....... ....... ....... . ... ........ . ... ........ ............ . ....... . ........................... AREA UNDER D - 16 I> --- ---------- ...... ....... ....... ....... . ...... ........ CONSTRUCTION % I z 0 V) O . ...... 71,400 J, K I e% IT- r- 01% 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L80 1. HELISTOP FACILITY (BY OTHERS) IS CURRENTLI IN DESIGN/PERMIT PROCESS. CONSTRUCTION IS PLANNED FOR SEPT 1998. HELISTOP FACILITY IS TO BE PROTECTED AND TO REMAIN. FOR DEMOLITION OF 24" STORM DRAIN, SEE DRAWING 1 C(D)33. EXISTING STORM DRAIN- AGE SYSTEM TO BE PROTECTED AND TO REMAll', EXISTING ELECTRICAL SYSTEM TO BE PROTECTED AND TO REMAII, NEW o�llm�1 Ellm ff";11,11ml �i �ri�� � 1111willm a al I all©11® woolw— .13" EVEN 01,11 Y 00 W F O a C0.a v o J cCz i ra W )EVELOPMEN i• ,- CITY OF RENT o uWIG 18191 'Z W Q � �a w W CL J Z. U z o =oS > ° LL- W U C) Lao O w W o^Wz oz� Q o Cfl m v U ry `J O Z W O F— J J< O Ld c� U z Lw w a ZwU C) Q ®® Q w ® m ry U w � Qo a� a N • C_ O O E 0 � Q W E-4 W a a lyl Fw_• 0 p o a 7 m E MIN C jC p� Q. Cj a �N O I z } S U_ o O c!� _ Y V) Q o g < 4 U Q n. 2 m � U 03 cY Y c '9. WZ WV O y� O V Of o- n Q W W X x a7 V M� Z o O O (, j [�.� X 0 0 N N N O O o — w O w Z J w 000c. ?0000c 1oo0oc looms I I W 2 aoo( 00 O ')o0ooc ,)0000r- goo( loo oo� 10( m I Q � IJ i J L�J W U of Q 4 i ' • f I I` I • I ''( ^// V/ Df I' W Bit I MY* nil's ENN K I 01,11 KEY PLAN SCALE: NONE ----T---T —7— , f - 9 �- 1,!R-T ao o 1• J W Lb 0 CI OF REN / \ z U �-- o- \ \ , hRO�'0 i \ SIX Lq 77 z 00 LL W x?�, 1 .\ STORM .�DRAIN^ -a LL- REPLAC 1lENT/A� ., (' \ \ I �� z \ ;''\ \\\ \. \ CLEARING LIMIT '_ ry Q 'l'" �� :., ,�� \ \ ` FENCE (TYP) ZW " \ O N' 71 ,4,00 Z z ULLJ 0 \\� \'�\ \�` B NDARY 1 \\\LL a W V O .� \�. WM N .. ........ i. 'i I i t76 N 0 J a 00 J Y Lj 0 0 J a W x x •Y o a� a) v o� � •C �Q pE Q U W � \p Q' V ^ p C E = N m E � \ E p'I\I C j �' C p) _p N a_ a a 0 oK Y Z 0 = Y O U C1 C Z N w7Q Q N < N U Q a = m J m a Q N 71,200 � 6.4 i i i i Z 0 V) i '\. ! \ i i, i o t X5100+ 14.DWG 0_ NOTES: Ln W 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L801, 1 EXISTING STORM DRAIN- AGE SYSTEMS TO BE PROTECTED AND TO REMAIN. 2 CONSTRUCTION HAUL N 71,400 ROUTES NOT SHOWN. - CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT AND DEBRIS BEYOND PROJECT LIMITS IN ACCORDANCE WITH SPECIFICATION 02710. 't ................... .... .... .................... ................. ._.. \ \ 1,200 O O 00 in W 20' 10' 0 20' 40' S. 1 /2, SEC. 24, T. 23N., R. 4E., W.I. N.1/2, SEC. 251 T. 23N., R. 4E., W.Me DCONTRACTOR SHALL MINIMIZE DISTURBANCE AND REMOVAL OF EXISTING VEGETATION IN AREA OF FORMER PRACTICE TRACK INFIELD. MPI ,�; O�Ili0�1:WIN , 060 L11"11111 IPA r"'E111111MEll KEN` Kai' I�ilgym =Mw �!��lm�31I • 1=4 ! , MM ' 0 Z F PERMIT SET KEY PLAN SCALE: NONE DATE: 07.27.98 J Y 0 W Z 0 z m 0 V) a (N W i W X C� mot- 0 0 0 Ln x 0 0 N N N 0 0 0 w w J Ll X5100045.DWG 9L37 00 ° x / / `/ / / / / / E. NOTES: N / �� i `• 1. FOR SURVEY CONTROL a o � w / \ / / / /' / / / / w a - INFORMATION, SEE DRAWING G4. DEVELOPMErN i' � CITY OF REN = iNVu ill / / r i / % / / �. / / / PROPOSED LAKEDRAWING2. .... .... �-- x : r .. - PROPOSED STORM AERATION/RECIRCULATION „ Aw�` `'' „ NOTES AND SYMBOLS, U w .• , DRAINAGE COMBINED � SYSTEM \ `, WETLAND BOUNDARY DRAWINGS G 3 ` CFII WETPOND/DETENTION POND / /;� / % / / / / / / ;\ � ;w: AND G4. Q o— z jj is I DESIGN SURFACE EL=8.5 ;' ,' / �� / / / / / / `< �� `; �. \ ;; 6' CONSTRUCTION FENCE 3. FOR GENERAL DEMOLITION W w !! 'i AND TEMPORARY EROSION / �` ��S U z II REMOVE ALL TREES WITHIN SEDIMENTATION CONTROL NOTES, SEE DRAWING ��,� w g DEMOLITION LIMIT (TYP) ,.: Q Q 00 O w cn W E �. 9L801 . o zC Q :; CONTRACTOR STAGING, DD LAYDOWN AND STORAGE' mv Q ' '; I AREA. CONTRACTOR SHALL Z / / /IE v�"R�GiP sw/— '�) 1d81 /\ \`, z C.� O • x i ` r GAP �' ' GAP i PGP / i. l G� PAP \' — \ ', \\\ \`\ PREVENT TRANSPORT OF SEDIMENT TO EXISTING �- I PGP �'� i .. �� J Q J r -'` ,o i � .., .. �\ DRAINAGE STEMS IN D SYSTEMS IL < O ' ;:" ;' ; / / / / / / / / / �\ — a\ ACCORDANCE WITH SPECIFI— U ZwQCL C� z W U W � j I I t ^M; „ . _l! -' M W 46/ // /- ...-.. / \ 00 ,\ \ ��;, \\, ., CATION 02710. O_..........,......__. _ — EL 15.59 / Cti1P � � x P G \ ® � D i `•; ,--'-- PG ,,'` \ P T CULVERT 3' TALL j �......IE 1 1 MP N E) 10,68i x \ 0 W STABILIZED ; r CULVERT CONCRETE LL CONSTRUCTION ENTRANCE 1 •...� ,� �4 I E 1 CM (NEJ" 11 1 . IE 12" CMP (SW) = 10.96 ` � "x •� 9302 CULVERT IE 12 PVC (SW)= 12.31 ,, N•- • +, D9L 71 ,000 E • N 7 000 E ,,,, 10001- f V. . E� - 0 0 ,OOr,. �: ���l006 �00ooc ... A - a F—� W �.; �0000c moo^ Q OqQIL P ooa • _..._ C i .....\ / / / / / y 1+1 0, v r �o°0°c oc ��°b°c r�00( �0000c o:000c -; t . .. 1 2' ................. PROPOSED c —°°°� v ,00oc, ��o°000c i '00^ �° ^ �0000 oc �� ; `�`ULVERT ^ _.... UNDERDRAIN m ,/ „ — �. PROPOSED N Kl r i STORM DRAIN • CLEARING LIMIT . ' ...-....- r' FENCE TYP / COINCIDES DEMOLITION WITH LIt�1 \' N =9 ; TALL NC TE WALL ; "—STORM Br CUL VER T 3.1 ••�: •� PROPOSED 8" o �v IRRIGATION MAI ,E E o Q "• GAP ROPOSED 48" w � CULVERT Q U a CL tiI / STABILIZED 26 U i Q CONSTRUCTION i • . i ' ENTRANCE E 4• : ' N G SILT FENCE/CLEARING , _...._.._...... ........... _.. ._. 37 9L 0 LIMIT FENCE (TYP) - IRR DIP • 1 COINCIDES WITH . DEMOLITION LIMIT , , 1 5 't \\ j •'ooc c 10 N m `, 1 \ o°o0 °r , 11 I� 15 17 1 ;\ , : o1�j o o°oo ; 2]1jjC_jj 122 23' Q� P cq 04''°^f 27 8 0 y0 XX N XX { XX XX 000� XX 3 33 a N 70,800 F "• r ' I w.' 000° N 70,800 6 3 3 Z 20' 10' 0 20' 1 0 4 45 40' o 4 50 Ln �jl5 3 55 S.1 /2, SEC. 24,1211 R. 4E., W. I. 5 60 N. 1/29 SEC. 251 T. 23N., R. 1 6 63 6 65 4E., W.I. - N 7 68 6 70 A71 72 73 7 75 PERMIT SET KEY PLAN SCALE: NONE O DATE: 07.27.98 Z V) W r w a N w LLJ La w Ckf CD 6 O O O x 0 O N N N O O 0 w X5100046.DWG 91-33 00 rn 00 co o - - .. _ ........ _ NOTES: o :o ° �- O z N Ln 1 FOR SURVEY CONTROL W...._ x w x INFORMATION, SEE .._.. ............... DRAWING G4. u VELOP�i 1: `AING CITY OF F U AUG 1 "��j .: ,, ' �6' CONSTRUCTION .... _ ,...- 4 ..�.-_ ., _ ., . .,..... � -l; i POWER Box w , I'.• / 2 . FOR GENERAL DRAWING NOTES AND SYMBOLS, , .,. 2" caNDulr . j I , FENCE (NO LID) SEE DRAWINGS G3 ry O Q Z a ` � Ai Y i t , x j i fl I �, r AND G4. 3.OR GENERAL DEMOLITION t .., ............. I } i �; .. ,, AND TEMPORARY - O O C LL LLJ U ' EXISTING ROAD TO BE ! SEDIMENTATION CONTROL CO QQ� O w ;: REMOVED BY OTHERS ! I I' NOTES, SEE DRAWING y3� UCo , f . I I 9L801. ao 0 i , ::...:...:::...... ................. _Ln N _: :'---'-.......':� FACILITY Y i BASE WI; �HELISTOP OTHERS) IS CURRENTLY Q U Z O ' LIGHT POLE :► �i; IY: ;;, ... €k {} IN DESIGN/PERMIT z w K.. r ,., PROCESS. CONSTRUCTION O — REMOVE ALL TREES WITHIN€ IS PLANNED FOR SEPT O DEMOLITION LIMITS (TYP) 1998. HELISTOP FACILITY IS TO BE PROTECTED U z w w AND TO REMAIN. Z w U ` i I` OQ �- mry-� ;'4- ': EXISTING ELECTRICAL ® -1_ • j AND COMMUNICATIONS` _---'-.. x 6 CONSTRUCTION FENCE _, j ' I; '� SYSTEMS TO BE PRO o.� �? _' TECTED AND TO REMAIN. Q I' i ......................... CONSTRUCTION HAUL [:D ROUTES NOT SHOWN p \. ,. � ,........, it CONTRACTOR SHALL PREVENT N 71,0001 „ „ ... WETLAND I E ., ....... `, ,,_...., � � , �::..' ............. ............ �....• ;:: TRANSPORT OF SEDIMENT AND DEBRIS BEYOND PROJECT O Q B NDARY ;i LIMITS IN ACCORDANCE WITH [� x t - .. SPECIFICATION 02710. PROPOSED UNDERDRAIN ......... ?. ......... IRRIGATION CONTROL VALVE Ri o (TYP.) C PG�P P i :: _ is - , \ ,, a 1 _ �. BA SSE W� ............_.................. .............._...... _. ... .. `� � rn " •�._ LIGHT, POLE ^� '� ^ l0000f-0 0 '_. -1000- �OOOOC O O O O C ')0001 ......___... ................. __... x. m �d -10000 , �0000C i000 1 0 0 o0^C o c d C i - �q� 3 o i F— z o w� '., . \.. _......... , , - STAB ILI�'ED Z \ ..... CONSTRUCTION CONSTR T 9389L0 ._. _. _ _ O _� Q - ENTRANCE � V , .. N ' i t �.:! i• 3 .... . L.. .. .... 6' CONSTRUCTION _ a ` FEN FENCE ` .. __.............. co '7 U ( . i ... 03 oY Y � I .. ........... ...... � Y x SILT FENCE/CLEARING CLEARING LIMIT i 0 Ik Q LIMIT FENCE (TYP) :, ..................... FENCE (TYP) 5 _ ~ COINCIDES WITH ;:, COINCIDES WITH W f Q DEMOLITION LIMIT `, �,' , DEMOLITION LIMIT WETLAND „I„ \ , ; `' - o 1 T — 15 ' __........................................ ....................... 17 18221 $llrr 22 235 o .. 27 8 0 ' Q0 X X X X X X X X '- X X �-T w Lj 3 331 0 — 6 7 3 o_ 20' 10' 0 20' 40' 1 a L4, 45 4 50 5 3 55 S. 1/2 � SEC 24 T 23N K 4E. � � � �� � W M � � - 5 60 N. 1 /2, SEC. 25, T. 23N., R. 4E., W.I. 1 6 63 � 6 65 N 7 68 6 70 71 72 73 7 75 PERMIT SET KEY PLAN SCALE: NONE O z — DATE: 07.27.98 W 0 z co V) V) } W a N W 0 a 00 rn J Y tJ 0 0 a w w x 0 0 0 Ln x 0 0 N N N 0 0 0 W 00 rn DEVELOP�, F- CITY G;.. W AUG Q ry Z CLIt U z o ��o >�'o w L U M3" O LLJ O 7 0 Q o "�, Q 4d 0 � Q Z O z w F- o� IL o zw LU Z Q w og W 0 L .mom ®J � �> U o Q of E a v - E-_ w �n W cna O c E D = N :3 E m �► E c N C m N 4 U �3 Fes- ��� Q . z> 3 O � W F wVT U V a x J •3 •m Y Q' 0_ Q_ Q W F-- Q z 0 2 0' 10' 0 2 0' 40' S. 1/2, SEC. 24, T. 23N., R. 4E.1 W.Y. N N. 1 /2, SEC. 25, T. 23N., R. 4E., W.Y. 7 JR M�l T SET z DATE: 0 7. 2 7. 9 8 Z L39 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. I FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L801. EXISTING KING COUNTY ® SEWER TO BE PRO— TECTED AND TO REMAIN. FD EXISTING PUGET SOUND ENERGY OVERHEAD POWER SYSTEM TO BE PROTECTED AN TO REMAIN. CONSTRUCTION HAUL ROUTES NOT SHOWN, CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT \ND DEBRIS BEYOND PROJEC _IMITS IN ACCORDANCE WITH SPECIFICATION 02.710. EXISTING STORM DRAIN AGE SYSTEM TO BE 'ROTECTED AND TO REMAIN. r! i • lIm .:.;gym �m KEY PLAN SCALE: NONE V) 0 J a w x OPIV] Er U rITY OF R1 �o AUG 18 Iz .m w zp Ld Uz =oa a) � L� w LL U a<I 3 pw W 0 i toiz 0 and Q 0 Z � wz Q "' Q �m� — � Q z� Z 0� ~ O �- J J IL (D zw LU w Z wQ L .mry ®J � U Qo a) 0 Dy 44 N �C Q O - - E O � Ew-0 1 w D d 0_ 1-1 T / ) ` �C O C E = N 7 c \ C Q'N C V �' C O N a L c� z o => = Q U L V Q- lv3 m �Y U _.Y fi W I- Q g 20' 10' 0 20' 40' N S. 1/2, SEC. 241 T. 23N., k 4E., W.M. N N.1 /2, SEC. 25,123N.9 R. 4E., W.M. PERMIT SET z DATE: 0 7. 2 7. 9 8 � � � � � � � � i L40 GENERAL NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G3 AND G4. 3. FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L801. 4 CONTRACTOR SHALL MINIMIZE DISTURBANCE AND REMOVAL OF EXISTING VEGETATION IN AREA OF FORMER PRACTICE TRACK INFIELD. LOU Mill iris ® Im KEY PLAN SCALE: NONE setr 91�-/;z7- �00 It O Y DEVELL , CITY OF o C Q AUG I Cy0 Z w 0- v o Z 'oa c o o z �- w V LL 0 > °' °00 aaNOw V) LLB Ln 0 3 U) (D ~ ai o " Q � Q c N(000 O_ V � O~ Nam J CD � 0 zw W ZwQ U L mom �> U Qo V) N o o� a vt 00 � rn (� Q W o a m� E p'N �I C o� a L c� DD Z} 3 O to 2§Y U Q a a� ..3 8m J Y o' m Q w Q 0 W X m r) c6 o O V„ o �jl x 0 O N N N O O 0 W O \N, 70,800 �/ �,/ ,o r } ! t k- ED \ lll�� W \ PROPOSE0 STORM UNDERDRAI1, if WETLAND 41 Ny A) C L EAR I N G LI M tT........ _....... ........ .._._....-- FENCE (TYP) _-........ .w........_...._..._......_._.........�...._,.._.1 _ _...... X X X X 6 /,.', /, ' , EIN�COMPAN Q_._......_._._.........._._ ::.:._......._ ......_ �.,, 16.4 , 16 �r _................._..... _........ _...... ._...... _...._...... _....... 15 _..._ _...._. 13 _........_... _ .. N 7 O O d- \ Ln O 0 �t tf') ON OHP. ........ O O oq Ln w 20' 10' 0 20' 40' S. 1/2, R.C. 24, T. 23N., R. 4E., W.M. N N. 1 /2, SEC. 25, T. 23N., R. 4E., W.M. _ _ _ _ _ _ _ _ PERMIT SET DATE: 07.27.98 L _ _ _ _ _ � � � i 9L45 GENERAL NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING NOTES AND S`='MBOLS, SEE DRAWING`., G3 AND G4. 3, FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L801 • EXISTING OVERHEAD ED POWER SYSTEM TO BE PROTECTED AND TO REMAIN. S CONTRACTOR SHALL MINIMIZE DISTURBANCE AND REMOVAL OF EXISTING VEGETATION IN .AREA OF FORMER PRACTICE TRACK INFIELD. KEY PLAN SCALE: NONE s p-`1 Iii"_// _)_ -- 00 rn -,t s I o Y o W DEVELOPMENT PL :�ITY OF RENT <AUG 18 19y ry Q 4Z Z w n U o Z a� o o 00� =00 � Z w U V- o > 1 Cn O �3LLJ o „ LLJ cn -51 o2 � Q z o 0 Q - Q� Z� Dry O O r N CD QIL C W ' �0 �J C LZ zw W a WU (D Q a: L LL. LJ a ®� ry D > (n U U .L a N N ~ C) +�+ O E 00 C7 Q �W Y �' W a �Ny \ C 0 o a - aD 'E m E a'N C C pi U LL Q Q_ � m U g3 '9•Y Y � o T_ I � 0- 0- ,a A w a W X m 0 o � z 0 0 OLn Of x o O N N N O O 0 w z U- i VEGETATION AREA VEGETATION AREA \ 69 \ \ I / i I= .j \\ N 70,600 __......_.... J i 1 _.. ... `\.\ \ __.......................---....... I i i I I f. jIs _.......... :... ........ 1-1 /2„ W i i I...' ... ............. ........ .......... _ ........... _ ............ _, 70 ..................................... I...1 ......... ........./ \ _.................. ................... ;.... _.... _I Q ,... .; FH .... , V / / +` 1 7 N j. % C B gp 1 M H NE k MH M H ,. .\ - ... ,. C B O i • i/ i.......... ...:.. ..... ...._ ......: f . -ENE .... .... .................. ..... - ........... i C.B" : i .... ... ��P CONTROL PT822. / SET NAIL ELEV = 17.81- O. P-��E E S / N 70466.62767 ASPHALT I :FH i �.... P�P��'�N i E 53967.530 �, �w Bp _-.......� _................_ _.__.. w - C B LLJ { 1 \ r STORM UNdERDRAINk . ..... . ..... j WET LAN D�'k BOUNDARY �\ 4, \ :D5 1 1 CLEARING LIMIT o FENCE (TYP) a N 7 640 Q s, t I o O I u7 T A L S 20' 10' 0 20' 40' S. 1 /2, SEC. 24, T. 23N., R. 4E., W.I. N N. 1/2, SEC. 25, T. 23N., R. Co W.M. f � � � � � � � PERMIT SET DATE: 07.27.98 — JF X510 A 1 e%Trn FOR SURVEY CONTROL INFORMATION, SEE DRAWING G5. '. FOR GENERAL DRAWING NOTES AND SYMBOLS, SEE DRAWINGS G4 AND G5. FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L801. EXISTING KING COUNTY SEWER TO BE PRO- TECTED AND TO REMAIN. EXISTING PUGET SOUND ENERGY OVERHEAD POWER SYSTEM TO BE PROTECTED AN TO REMAIN. CONSTRUCTION HAUL ROUTES NOT SHOWN. ONTRACTOR SHALL PREVENT ;ANSPORT OF SEDIMENT ND DEBRIS BEYOND PROJECI IMITS IN ACCORDANCE WITH PECIFICATION 02710. 060 11mup —�y6 r ImEll slit 1 all KEY PLAN SCALE: NONE S P— q < --1a-7 BLDG. 25mOl 134 IvIll '� s,o Rt ps UPLAND/BUFFER-(ELEV. 11.0+) an HE EGETATED WETLAND-(ELEV. , , ■aaaasssas■ ■:maamass■m OPEN WATER-(ELEV. 2.0-5.5) ^•-- WETLAND RESERVE AREA "- m ® STORMWATER TREATMENT POND 0--111— WETLAND MITIGATION AREA NOTE: ALL AREAS DISTURBED BY CONSTRUCTION WILL BE PLANTED AS SHOWN, OR HYDROSEEDED (SEE EROSION CONTROL PLAN FOR HYDROSEEDED AREAS). STORMWA TREATME 0 70' 140' 210' GRAPHIC SCALE DEVELOPMENT PLANHI G' CITY OF RENTON AUG 18 1998 BRUCE DEES& ASSOCIATES Land-,. ArcM—rt— - Urt— D"gn REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE THIS DESIGN AND/OR' IS APPR(W17n DFi4VJN S.JE N JDAT7�EJSUBTITLEACCEPTABILITY" 0CURREPdT I._ANDSCAPE PLAN REVISION SYMBOL CHECKED P.HUMMEL 107.1. DATE v 0 5 O 0 to e UPLAND/WETLAND VEGETATED WETLANDS OPEN WATER VEGETATED WETLANDS UPLAND/WETLAND BUFFER 25 MIN. (ELEV. 11.0 — 5.5) (ELEV. 5.5 — 2.0) (ELEV. 5.5 — 11.0) o BUFFER 25 MIN. o PFO c 17PALUSTRINE FORESTED PFO (ELEV. 10.0 — 11.0 in PSS PEM 06 PAB PALUSTRINE AQUATIC P °D PALUSTRINE EMERGENT PEM PAL SCRUB SHRUB PSS (ELEV. 5.5 — 8e0) (ELEV. 8.0 — 9.5) N. 9.5 — 10.5 • - - -- --------------------------------- ------------------------- -—-------------- ---------------------------------- ----------------------------------------------------------------- ---- - ------------------------ — - -- - ------------------- - - ----------------------- -------------------------------------------------------------------------------- -- - - --_!- - --- --- t - -- -_ - - - F -�.�r- — — CROSS SECTION VEff & SCALE GRAPHIC 0 101' 20' mt SCALES: 0 20s 400 wo HORIZONTAL SCALE IJEV CITY OF`REf TO`N 11C AUG 18 1998 25 20 15 10 5 0 BRUCE DEES& !% ASSOCIATES L-i-p. Urb- D"gn u p-- Recndim F•cm— D—qg w Em V. 16 in%—w I" OLWQ Mw REVISION Bl' APPROVED DATE SYM REVISION -- BY APPROVED DATE ACCEPTABILITY ,HISDES,tiANDPO SPECIFICATION IS APPROVED DRAWN SANSEN DATE 07.13.98 SUBTITLE LANDSCAPE CROSS SECTION CURRENT REVISION SYMBOL DATE SYM _ P ' � - --- -07.13.s - SHEET ENGINEER - TITLE SURFACE WATER MANAGEMENT PROJECT CIVIL MASTER LONGACRES OFFICE PARK, APPROVED BY DEPT. DATE CHECKED A.BDEES 07,13.98 ! JOB r�0 979121-00 COMP NO. 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I al Bellevue, WA 98004 c iv I L , I N C - (425) 452-8000 DRAWN DATE SUBTITLE CURRENT REVISION __ I SYMBOL DATE I 1. ACCEPTABILITY KCL 5.13.98 f_%QAn1K1f_% D AKII (;iTy L;I-- i .L�', � I THIS DESIGN AND/OR CHECKED SHEET SPECIFICATION IS APPROVED Jis 8 13 ENGINEER TITLE SEPA PRE—APPLICATiON SUBMITTAL AUG I ',�, o-, ^!- CHECKED RFACE WATER MANAGEMENT EP F =. ri s U JOB NO. f-la%a I V - I I APPROVED — DWGNO. t I I I (CIVIL) MASTER CE 1ARKI I , I I � -1. - 11 I __1. _ 4 � _.. __ �.. .1 � I - -1 ____1 3 If .1 11 115 - / IX :7 00 O� � �,, Z - �:� :! - 06 COMP NO. 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