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HomeMy WebLinkAboutLarge Format1r-20' 0 10 20 40 4' �P 1-1- RETAININGWALL Pu r400.00 ; I_ ,IM ENI� P"f-_4402.00 •>r II_I J:• sEllfjR -�w--400.00 i '�,f, 40 - �Lf1G. .I ---- a a:..-•-Ll- IT war' I I n°' OV;.frfLOW Ill_WAY _ 7( I L PER •DETAIL THIS SHEET/ 7tl�; ew I I W_.� : CA, t ' z CFI.I._ WFTPONn D N N POND l NI �1 !!, I / / � -� 01! TOP F-L-_zQo•50 t f�, WATER SURFACE EL= 9&.,.,6 ,.,,TIC WATER SURFACE EL=395.00 1 j CELL # 1 I ' ' ' 2"'' i ►) iii POND01TOM EL=391.00 I I t I t r Cj l"W _.4na.00 (T)� M I \ - _r I..! ; -1 - �9 I: II T ..^�..L 4 :IIGH CHAIN[ _IN,K• + TW _399.00- BW _396.00 15.8' 99.3' 0 SECTION 36' 33.94' ® SECTION 12.0' 52.0' 405 - _..4': Illi;ll C,F�•41NIIit= - : )1-Nc1. . . . . : ` .:. .. : 4' :HIGH. CHAINLIN.K: . _...-.. FENCE ...... ....... .. .. . . 4* :HIGH �. 0 ) 6' WIDE BERM ..... . . . . . . : .. . - RETAINING WALL � - . ........ 400 -- RETAINING L .... .. -..: ... DESIGN D OTH .WAI . . . DESIGNED BY OTt11_PS MAX W S. EL=398 50 :' - _ .._ _..: _ .___. _._ _ _._ _.-_ : - - - _ - - - �M•X _ W_S__EL=398:5D__ _ 5��--- �� -- --- L.IJ . �`�9.5 ::, _ STATIC W:S: EL-395:00 . _ --._.- -. - - - - _.:... ... ST,TlC W:S: 'EL=395`00' -- -- -- - - -- : - :: :::::: -- :::::: �`?' :.:... 395 .... L? :: ..:: ... .: :: ....... :: . • . %.' ' �.: :CELL :#2: . .. . ....... :: . .. :. _. .. _ 390 POND BOTTOM: EL=391.00 .POND BOTTOM EL=39�.00 . PERIMETER �98 I N r,��-I I� 1A-A' PPOF=ILE VIEW OF POND ON RETAINING Wi ; _.O 2, 0% , WIDE BERM I / El_=396.00 cv, cv ------ ' ELL 2` 1 TW^407.00 _ J- ---- i I ,I \ E 3:1 3:1 1 0i to kJ, _131 END ALL - c 6' WIDE IIERM,:- I �� .3.6.01 EL=396.0 o -- TIN=�99.00 _______ _ �W=396.00 3:1 --------�3:1----5_- - - �.�� TW#402.60 1 OVERFLOW SPILLWAY C!C � 5 PER DETAL THIS SHEET 1 I �) !A^A 1 3:1 1 IE=395.00 (18") I "'I LH t 1l I Tw=400.00 CELL #3 \ a< BW=395.00 I \ I I e 1 TW=399.50 ' \ BW=395.00 ' TW=369.50 � I I � BW=3 5.00 P 1 394 3:1 I 'I I4'-6' HIGH _ /RETAINING WALL / DS IE=395.00 6"�. 1 �/ U? ) r << CQ�NTROL STRUCTURE POND BOTTOM RER DETAIL THIS / I EL 395.00 � TW=400.00 °R END WALL \ I , 1 TW=399.50 \ BW=396.00 A I D DETENTION/WATER QUALITY POND DETAIL RE V1 6 E D� 1 "-20' 10' MIN FLOW DEPTH=0.2' MAX c.J 6" MIN. DEPTH, 2"-6" DIA. QUARRY SPALLS OVERFLOW SPILLWAY DETAIL NOT TO SCALE TOP OF BERM EL= 396.00 6" MIN TOP OF ROCK EL.= 395.50 6" MIN BOTTOM OF ROCK EL= 395.00 4' H RETAIN G WALL \�.� OVERFLOW EL=398.50- EL=.398.16 ----�- 4" E.L=397.48 - - 18" RISER IN CONTROL STRUCTURE NOTCH WEIR File: P:\SDSI,PROJ\6116\ENGINEERIRI(-,\6116,BGM2.DWG Dote/Time: 12/01/1998 14:56 Stole: 1=20 dove <refs -T?+>11F•-5,611F-x2.7_F116ASB, n .•AI ti t�,:7 1"=20' VERT: t" 1.5' 1.5' RA • {,AI I tL ^' I 3 i , 1.5' . . •I A' 7n r' ZQ' ., -.r , r . r• lL=J1 J. l9( 10 J/ 1E=395.04(18 N) OF=398.74 WPLOCKING BOLTS. UNLESS OTHERI A ROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIMRIM . $- SHEAR GATE ROD AND HANDLE 24" BAFFLE OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL= 98.S nqT- SEE NOTCH + 17"DETAIL PIPE SUPPORT 1YP` STD GALV. STEEL OR ALUM INUM LADDER%STEPS CLEANOUT GATE Aj�}� �Af�ATE�I a N BODY BRONZE MTD. OLYMPIC FDY. STD. OR- B) LEFT GATE, #C/C/1-LG, 18" CASCADE OUTLET CULVERT INC. PIPE O C) OTHER DEVICE APPROVED BY FNGINEER I SCALE: HORZ: 1 "=20' VERT: 1 "=5' 1.5' 1.5' 410 22.2 68' ® SECTION 12.5' 4' 1.5' A10 �/�I - _.................................... ... ..... . - _ ..................... ........ F' PERfY: LINE- RO .................-_..- .............I....... ' .................. : •47 •HIG • CH Ala K - :... .. ...:......... :. FENCE. . . . ......... 40a _ :... .. :...... .......... .:..... :.... .....'............. ...................- ............. ::: '._ ..... ......::_�- .. -- ::::: .� .��.....: '....'....'......... 405 4' HIGH - CHAINLINK : :::. : ::: EXISTING : : : : : : :. GRADE::::. :: . :::::: . :: :::::: ::::: .. . :.....::: FENCE:::.::. .... ...: /.... ...::::: :: :::4'WIG......... ; ....:........ ....: . . . RETAINING WALL . . . :: : 400 :.:::.. - .... :::: :::: ::: ::::: : . . . DESIGNED :BY; OTHERS 400 ..:.. :.: - :.:.: . .. . . . .. . . .:. ....... MAX. - W.S.: EL=398.50 - .:... .. . :.. ...... . :..... ... . ` RETAINING WALL--------,- - _� ....... ..... ....... DESIGNED BY; OTHERS :.' ......:..: `-_ .... . : ........: :: CELL #3....:.........:.........:.........'....... ....:::.. ......... ........ . 395: :::: ......... ... STATIC , W.S.• EL=395.00 __ • .... .... ......... ......... 395 . p :. ... ::POND BOTTOM::::: : . . .... ... g . . . . . . . . 3 . . . . . . ......... .........:.... ELEV=391.00 ..............: `�'.... - ...:... - .....:......... :.PROPOSED... .......:.................................... ; . ...... . 390 : GRADE : - :.. :.........:. 390 SECTION 'C-C' PROFILE VIEW SCALE: HORZ: 1 "=20' VERT: 1 •'=5' I oz 1 1E=395.14(18"S) 18" N RESTRICTOR PLATE W%DRILLED ORIFICE �i EL=392.79 54" N 1 7/16" 0 NOTES: 1 PIPE SIZES & SLOPES, SEE PLANS. 2� OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: \ A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, IE=395.04(18"N) B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. RECOMMENDED 4) FRAME & LADDER OR STEPS FOR APPROVAL OFFSET SO: BY A) CLEANC"CIT GATE IS VISIBLE FROM TOP. BY B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. BY C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE II CATCH BASIN MINIMUM. CB # 23 A 3 PER AS -BUILT REVISIONS TYPE II-54n FLOW CONTROL MANHOLE 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW NOT TO SCALE NO I REVISION K. 6,q4 OPT DF W A S11z < A 25672 S ^I S T E AL EXPIRES CITY OF REIN !DEPARTMENT OF PL .-^N w uj w z Z a GO Q Nw � 00 T-- 1�� V/ z Z W W Z Q L" O� z O � Q Q Q U z O a = &LLJ u t- z j O zLLJ V) w x Q z Q Zw I LJ N Q r) N N CD N 00 0 X 00 N t- Z j Q� C0 00 aff z N Q I I Z W Ln Lc) U Z Lf-) N N z - r�r. W L N Z CDCD J af 00 Lj Y c-,l C­� U c:D N ° V � y Q C 2 z w v 5J as 0 Coy ITON IBLIC WORKS III AS -BUILT woo WET/DETENTION POND PLAN BW AS 1 V 17198 DESIGNED DATE -- FILE NO. - -------- BW DKB 5/8/98 DRAWN SCALE 1 " = 20' FIELD BOOK PAGE_ JGH DKB 3/25/98 CHECKED APPROVED - --- ---- DIRECTOR OF PUBLIC WORKS;­­­­ ORKS 9--- SHEET OF BY APPR. DATE q70�, / .SN- 9 1-(;7,-1, STICK 4� ��IJIIJG L HNiellljb:�M4 ��.�.� t52 =no 0 ��1 l�-4 0 �j A� HIGHLAND MARKET PLACE COVER SHEET A PORTION OF THE S.E.1/4 OF S.W.1/41 SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. RENTON, WASHINGTON . i ,� II �u 2' - ----------------------------- /� rlb ------------------ __ --- -- ---- - -- _ __ ___ r`�\ ` I ------------------- �',•- /, _ ;.k`-----------58�'�--------------- - ---� �,Go, �'✓�'. .r. `�.f��'i', ,myna.% ''�`'4J, .�y l /s c.�/> 1 ,+^+w � a ,o � �i qz _ "f' g:. // � ..,{'T/J,r ���'6 � ' < j q N'x r �',(�M^CrYr�'w /%/N %<s$��5.�� z"is yY�✓"�/y<tC,�'r��Y/�%✓.Y''<'y.�.r '�G. '£��� < / �:..</� I I I ' I �' ��. s ✓ ; ` . s � zr ss��� � ' y,`�!��Z � af9 �� 3Y��3�� I I I I I I � E'ER iETENTiON _FACILITY ------------ � f ANCHOR 2 , QFC ANCHOR i tit _ — — — — — — — _ — — — — — W— rCo EXISTING LOT rNMII 7 LINE / l < J�� ♦ dry SAS/ w5 ``---- p -- y a I f 5 y (fiza --------- ' I 6Y. Lo Cq f �s 00 : -fir 's x. x ✓/ - W. pHOP tid i t M CONRJCT NOTE� G" � �AtIiION� ;.: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE. CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF . SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH . CONSTRUCTION. �sds�pr`ajXrl6\engineering\6.1 16-ol.dwq Dote/Time:_ 06/01./1998 09:57 Scale: 1=50. brionw Xrefs: Z61 16-B.Z61 16-S.Z61 16-T.Z61 16-A-f 1 1 F-X9 GY RIOT #,� NE 4TH _J,_ I SE 128TH S .REENWOOD CEMETERY ¢ SITE O j VICINITY MAP NO SCALE I SHEET INDEX: 1 COVER SHEET 2 GRADING AND STORM DRAINAGE PLAN 3 WET/DETENTIONWET/DETENTION POND PLAN 4 PUBLIC SANITARY SEWER AND WATERMAN EXTENSION PLAN 5 PUBLIC SANITARY SEWER AND WATER PROFILES 6 NOTES AND DETAILS 7 NOTES AND DEALS 8 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN 9 TEMFIORARY EROSION/SEDIMENTATION CONTROL NOTES AND DETAILS RI ROADWAY IMPROVEMENT COVER SHEET R2 N.E. 4TH STREET ROADWAY IMPROVEMENT PLAN R3 N.E. 4TH STREET ROADWAY IMPROVEMENT PLAN R4 DUVALL AVE. N.E. ROADWAY NT PLAN R5 DUVALL AVE. N.E. ROADWAY IMPROVEMENT PLAN LEGAL DESCRIPTION: THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THOSE PORTION THEROF LYING WITHIN S.E. 128TH ST. AND 138TH AVENUE S.E. VERTICAL DATUM, CITY OF RENTON BENCHMARK BRASS CAP AT INTERSECTION OF NE 4TH (128TH S.E.) AND 140TH SE ELEV- 398.5491 ' BASIS OF BEARINGS: SOUTH LINE OF THE SW 1/4 OF SEC. 10, TWN. 23N. RNG. 6E, W.M. N 88' 02' 58' W - KCAS W U fL w ru 0 o Q z 0 S cn _w = C9 U CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE Z WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION o ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A w a REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS F- MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL Z � z w RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. LL. 04 g z WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES Q N z Lr PUBLIC LAND SURVEY OFFICE C� Cn �D 0O [r z 1111 WASHINGTON STREET S.E. z I I w w P.O. BOX 47060 Q z OLYMPIA, WASHINGTON 98504-7060 Lo Lo 0 z �� w UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND 0000 LL J � o > j AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE Y v N APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO -BE THE ' RESPONSIBILITY OF THE CONTRACTOR. K. B,g4M pE W A S,y F� ` 25672 5S 2 v ' �Ss'UNA L E��\ b► ONSJ RF•tJO�MAE�DED �c FOR APPROVAL BY BY BY 3 REVISED PER FIELD CHANGE 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW NO. REYtSIQN CITY OF RENTON Oef-AF:MMEtVT CIF PUBL-IC WdF3KS G COVER SHEET R�cE� Q�� IN �, � ►�� �;�° BW AS 6/1/98 DESK1NED DATE FILE NO. SW DKB 5/8/98 DRAWN --- -- �. CHECKED SCALE 1 "= 50' MLD BOOK.-.- --_.. PAGE JGH ©1<8 3/25/98 APPt�ovEO "• BY APPR. DATE DIRECTOR OF PUBLIC WORKS -- — OF -- m s-rim 1 - I I . I � I w . , — - , - . .. I - , - � , . . � . , 1. .� ! ­_ � .. I " , I I - , , , � - ., : '... " ."., %.- - 11 � , � .. . I 11 I , , . , - 11 . ., 1� .� .. �` " �­._. - . I I . , '_ . _� �: ,�z:" ; , ,­., . ­1� . I '. - 1. . . - .1. �. - , 11`­�� - , . , , '. . .,_ - I � - � ­ I I I I � I I - , � � , .;. ", -1. , - I . .. 1� � . � I :, : . , 1. I . - �. - ­­�,_-_ `�` ` 11��_� - . - - . ,;I - �, -�� m , �. � I � ­ I I . .1 %, I I 1, , "', I I.. W�.� , A .. 1: ! . I � , * ,,, �, , . . � .4 , - � .: * .. � , .. I � ­­� - . � I . ­ , � " , _ - � . �, I , I , 7. , ­: , , ­ - - I I �.- . - - ­� I � .� - �_ I . I I . ­ -_ . . , ,, � � ,,- , "' � , I 1. " . I I I I . 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I " �,. . , __ - ­.- ­ ".. . .,��, ��, -1 _ - , I I 1,. . , I , , I , 1- - — — — . 1�: - � "I I—, I . i " I ,-:.�." , o � ,�� , . I , ­ . I . . .- . ­ 1, � - . I — -, I I I I .; , , . �. . .. I 4­ - � I - .., ... ­ -, I . ; � - SITE AREA: &,`*;K,��,,4f ".­kf.-�._ . ,,, - I . . I ,:. -,� g'.!,� � - %":.,y, I � ,/ Existinq SOMH - I 1:: . � ��: - . 7 j I . I I ­1; I - . �'. - � 363,071 SQUARE FEET I . — I . i if 1� -�� ,,�,ifi , � I I 1. � . -.�. I I I I I . I . : . �­.* I I "I., -- I 'Rim =� 400., J�? , , I I I I . . , - � I '', � , . , I .A 11 I Wv 294�Z��`1�17` �� - - ." � I I . , �c ,­,�.. � ., , �' - � ., o , 1. r'.. . 4, - - .. - . , I/ � # I �, I I I . :� 1� � 4 ,�,�,,, I . - .:: c.: .-* I -, . 1/ 5 4, �,- -�, ,� ,'.,z.,r-,- : .; ,, . .. I I I I � - �-m - ­�!;_"i`,.. I � -,�,k�� - , , �,:, ... - .�, -, I � � I �� � v '' - .11. I -.1 ., . .. . 4;1. '. .. , I .. . I : , ..'... I Ir I'... I � � I�PV-�;.A�� ,::�; ,'­ I - �11P,� I.. � I - . I � !! - I /. F - J91 72 (X6 -N , I . - -, � � ." 7 ­ � I I I I I I 1 9 1 11 � I � I R�. � � e, .", ,.�.!� : - I . . �� I - I ";,15-W -�-�-, -�"' " f 11 I I . �� 11 11 . � -S - _1�5�� 1 � .. - �R 1,-�,, ,�;,4� � .;N,�,::�;� ,_-"", � t�: , - ." ...., I ... . Tr _?_� . I I I , RIZ;, �..�,, "`!�,,,' , . : : I I .� �, �,. "� , - ­;�, , 1: �� /. ,-. �=398. 02 (18 -ol.f.) � � � . . I . . � ` . I 1. - I . - BUILDING AREA: Q.F.C. J& III-17 __ ­ I 11 , � . I � I . ��, , I � I , . . - __�� -_ -1 ,:, - --,,- - " _ �' - � ,,, .''. � d I � I ,�..... I I I ,. � I _­17_��=_��­_ = 38,002 , . '­ �, _,,'�- �,!glx--, -� p .,! " , . :&�,��', �_ W�9;_ -,,��.�, . , . - . - 03.__.,_W��.,:_ , '' . 119-� it I _. 1. . GRADING AND STORM DRAINAGE PLAN I - _ _4_ - -.?w ":, Z..­� '".., I I I - : � I . I I . ­._n7o­,:i.�tt� ...... . — 11, � . � . . :,4�-�:'-��..Li*..,�-.--��4T�!�.��*:�,.",.�,;.f�.� .� " , * , .11. � , - . = 15,000 t... � . ,. ''. I 1. I I � � � . . BARTELLS M, *-,, ,� , ... : ". w 7i-2N��,M-FN�,�,,, .,::��'_" �% � .� � W,,�-R 7��,�,,,, " �,�, - ��,,, � � �,� . ��,_- 5,t.,�N��,�, � . . . ,� �f, -� F! ��*: , �;.f�. . . . , , _11 .A,I'T'�,�',J'wi , . _ , I � 1, ., #, , 3i� 00', , `� . ;, � .,,,,,, ,�* ��--�, ­f� , I . , � , �, -1,,-.:,� ff�,� ��: :�-� �'�: ­ _ '.1ZA7� .1 � , 1. � I �12 ,7� , . . I , . . � 1. I .. I ... . I I . I 4� I- : -,,_� " ,.- . . .. �� -', " ­ I I . �. : - - � , . - Is '**, FXisth'iq SDMH- - I . � I . : , , 1, li_,�,_.�: I . . I . '. : _��Q_ ,, i�"-,-,,'��,�.�: I �,;.bip 1�1%"'-4111;11�`:_,_ � I � - I I . I � V_UiPi __ ,*",�,�� ..... ..1*...:1 . .. .... � � `.�.'.��*. - ­_ ,, . " !� C � I . � " ..� I .. " . _ : � I 1. - - , " I . : !, I - , ''.. � %. . - 40 � I . � : ,. I : � = 12,800 "I SHOPS'A 1- ir�'. ..,. . 1. � �_�� Ak.. " . - i_,.� ... _ - . _�' � . .1 /?;m�=40- 70 � � .: ` ". _. - I ,� ­1 , I . I _� - I � I I 4E.=J9J49 (�10�4'W) I . ........ ?. ....... t - ,._t� I .., .� -, .. - I . . `�, "! �'-f ­1'-� . �, : I . .1 - 1. t � . , R ., �',. ___� �:.,: '. .. : 11-.'"', ­__ Z_. * t, a .� . W. I I . . :. SHOPS'13' = 2,1 00 t. I.-, � I � 1.� . :! , ,e . . " 'All-, , .. : - . ;-­;-'1j,�?,-q,U,,:�7, I , , I ,i.@..V'�, , , ",-50,, il� " _�4 - , .� ,., 1. "', ,,, ", - -,- � . . . � _ , , ". . � , . , �, ` * ,,� 4,i,;�­.�'., . � -�- , - ., ��t,r ":".",45;)&-,,-,�,','i',�,,,-�'..�,�, 1 1 � I , �, ,_ ...� , I ­ - . 11 I IN' 7,�'Y) 1. `� - , .. - �. - � I � � 1�1 , /. E. � jgj. 59 ( . . I - - ,_, = . � " '-:5,t-.,- ___ I ; I . I . , .4�� ... I . - - - ­1 IV! Z E = J9 4_29 (12'15), 1 1?111 ­� " Z,!�".-�--.��7,--�,-.. ._ � ... . ,I, - I 1 =401 1t_-,,_`51,, '1� I 11 � � 1 — .'.­.�_ .1�,__­,'; � * 1: � . - - , I : . RETAIL = 6,500 �j:l _ . . ._,�Y";�, iO, �, : . �� I ,if .1______7_______ I . I'll 11 , , ��,�,��, ,:­ I . ',�,,Z I ----------------------------- � ` . , ., , , ;��a",.'�_-�.,�'�.Lf,�!%,.:. - - I . ` � I ­ - . I ; -, �,Z-. '' , , , I I - . - ?,I I - -- I : . 11 .!��,k� �:,�_-� �� .: 1 . �1. . I 11 `�. ': ��'.�i, -;.,. `­*�',,, , 1. � I - �;,��-, ; I � � I � I ------ ---------- ;---* --- 11 � _�, �" � . I I . 1, � - '. ,I I . . � . $ '_ �:i:!:! :1 = 3,500 4 ., �1� . t I . I - 0 20 40 80 !.,�., �.,-,, - " _ FAST FOOD -�. ­,'�c� _-_,._;7.'. �- , I . ­ ._.1 I : � i � Q;1!]!1 r. . . �. -, i-xist#10 OF , I , _ I . � � � � :i: 1 J96.4,15 1 1 - : : '. I . LD � 1- I . . � ��,V"" �,;�_ - � � .: '.. ­ - X I I I ---- . :- ­� --------------------- I WIRE FENCE COR. I � -_ `- ---.� . - I ,�_ I 4 I 1. _. I ; . ,� . �q,..­ ­­� ,'� �,.�;� -��:__, , . " Rim = - I I ,,,-,,-r,1-,-, �j..*"t.::,' � � �, � , ", � I " . - f . . .. I k\\\z,\\q _ TOTAL B Z;. AREA = 77,902 �15�,. .., '. � 1, , 11 . /. C, zzJ9J. 85 1 1 ,� " _ - , . . . � . .1 "I I ­ :;.JTI I I I -1 :1 . I _: ----- �-­ I . � , I - �* I I I ------ . , ,�- ­�­ I I . ----- -------------- I �, .; . , ._�Q - " " .,. . . I . .. ---- , . . -_ � �l, I I - - . ; . I �:� I � \1.56'W, 1.86'N,OF� 'y . , ,_ 11 I- I _. I � I . ­ -------------------- ____ : - -_ / Existing � ­ � z . .. %%. � - I 1 . . I 6, EXT. CONC. ROP. CORNER � , I xl:s t;n,g C16 , I I -_ -1 . - - Shea ,� �,F I %� - - � . - ., __ ____ - - "�;. - - ­ � - — ____ CURB -- - / � I' I I Rim __� � 4:11, . . _: � T24 I , _T98. 7J 4 174 ­ 70 �_ � I � � / I - LOT COVERAGE: 21% - 1_'­'-"_* - . , I/ E_ � T91 93 (j6­S1E)_____- .11, � . . i . I ... . .. . - . — - __ __ 30 LF-T CIPEP-6--0. 2% - — - ­ - . I ll , � I ., - ,. 1, � -_ .� .. . - - : - - , - , - - , -V - - ___/ I ­_­11 - . I � I a 4b ­ I � .... � - 130-LF- 12* -CP 0 0 - _.. �,____, - -1. :, - I I . � , . . . - ___��___ -_ -_ - , �__,,_ � 11 1. I . -_ 1599.15 -- - - - ''i � I-,:_:-, , . - I . . @ 0.24% ____ - __�,_ - �­­ - �, I � - I 1�11 .. - >-- 1 r. 398.80 — — - PAVED AREA: 206,519 SQUARE FEET .- � . 11 ­ <4:) -1110- - i ". " I � I I I . 11;;; *% / \ I . ,f, �, I I I . I 11 p'! _!�Fm ,I\'% / I ql,,� ­ I I .1 I ", I r ,.� ::Z��/ / \ .: 1, I- I I � I Lr- 0 1 ,�'.., I I . 0 I I I I I I r _� / \ - WETLAND AND - � , Ill 1_1 '', _1 _11� � I I 11 I , . I I I V, 1'� 11 / \ A.-:'_ -, I I `­­,��, , I - . I I !� "I � I -�­ 39a.90 N I'll, I � 11 . � I F I \ BUFFER AREA: 32,400 SQUARE FEET -,.��-,t,-.,:;�-,'_," I - i i I / IN ALL 4' HIGH �;.��.11.1�.._' _ . I "I I I .1-1- 11 ,. . I I . : - ��11...;_ - 11 .- I .. �� ��. '_ , .11 A I I \ - LANSCAPE AREA: REQUIRED - PARKING LOT = 7,175 .. �4.,­LA... I . I I \ 4,2", "*. .. I . INK FENCE , , I 'T ­ /_ R1. - I , . , �,,.'.:�Z!-_ :; " " I I ­ I 11--w— �:: I : �,:1.11 j I I ETAINING WALL \ . . , . � , - , I I �.-,',,,,,,�..,.-,���!��.*.�,�', I I I t. I i . ­ ­ 1. I I I - PERIMETER = 28,500 ,. I , � ". . I : ls,��.� 2Mr,111 QM7_ _: .11 . BW=395.83 �.. 1. I � \ . - - 11: 1 AND FOOTING DRAIN / / I I I , r.w,, , , - : � .. .... I 11 I CONC. RETAINING �4 /// /_ \ -TOTAL REQUIRED = 35 675 _,, ­111 7 . I V' I / � �.... - '; _. , , .;v � � I . I I "... , W , I , � ^ , � \399.80 1 6" PVC R-01 I `� I I I / ,� 1��,.:;.,., 1. ., !- , I - I / ­'-'�. , :m-, -1, - * ,_ ".. I � ___ 0 0.50% MIN. . I I I , . ,, _,� , I .. =j 11 I 12­",�, , I , .� // � , , - - �� 0 " . " . . . C.,_ '' I'.... ''I � . �. .- i � I., ," 070MMG DR�IN ...-- . . . , L / \ � . . 0 � ­­ . . ... 0 1.11 I 11 � I ,-"-" ____ - /// "I I I . .1 I I " . . .1 1, J, I I / / , �, - 11 11� a 0.509 "....-C130-32 : J 31 , . I a / /I I / I \ PROVIDED - PARKING LOT = 7,459 I � I - . . I I � I I ; _1; I A 399.9 SD CO '* ... ....... ...... � . , 11 - / / 1- ( \ . , )� . � - , p , , I— 3L� I � Co I,_ i I � . � , 11 Ile ", � 1;.. , It K — ", , . - PERIMETER = 38,791 ?, - - I , " ," �� . C) �_ � . ,,.�,,_"1,,�,, - 1) - \ �' I I I - � .Co I RIM=399.96 � I ,. ( " " - - "I X \ ", � ­ - .1 �: - � _...`� � "I .., - , ,.-. - - I ,� _ i �,*��,'-*�',,,��,�, 0, : , " ,� rr - TOTAL PROVIDED = 46,250 1 " "I ,4 I / I -, - ; . I I ,� IE=396.32 399.40 - - �',C',' � , I I � I I I , I I ." 11.1 I T - ,,, '.. �, �� I I .� I .1 . ,�: . I I , . 1. �. �'. � - . ,��: I � . I �� I 1 �7�;,��N � . �1­11 I ­;L� I, I ,,�� � I 1�, �I .- I , . I I , - , " - � , �T;Z�. � ��.�, � \ I �, ", ..".. ".. I I � I_ .1­1 , 4 OFC ANCHOR .< �_ I AINING L �11 �� � (---- 11 I 1. -, ., . I I 1� .. "' 9 .50 ,� ­ 11 I., \ 0 � 1� , " . I - I * I . .1 I �-,,,��,�.' ':,� � j �,�,'f 1. a, oI t) :F "' �7� -I— . - - __ __--, �'.. I I , ,,. I �_? I 11 F, : ;IN — . r . , I .: � � I I . ! , ��� ", , 3 11 1% ''I —_ ___ ____ , - . , ��,�, \ � � 1, � . I - ,.,'�-,��­,� .... .. :­ I ,�, ,_� ",", ; , � _ .111, I ___, 3woQ ­ I � ''. _­ I _,�, .'�*' � ANCHOR 2 ": "" : , - - BUILDING HEIGHT: 34'- 8" (501 ALLOWED) , � I . (A � -4 . , �,�:t,, ,,, �z S1.1 ", - 1. I I 1-11.11 ) ; I :�,�'­'1.11�:­�:'­:� r i , I 11,�111 I m � " , . '� .;_ FF=400.0 Lij "; I I zi /_� - * I , .. I . : _�� .,- " __��, ,__S_To . . FTI 11 115tOW S.F. "I ToRM_.DRAINA&EDETENTION/WET POND / PARKING: REQUIRED = 325 STALLS . N'Z:a M � I I I "I _POM "�o \ BOTTOM -POND-jEL=391.0 / sq.j. � ,­_ \\ , I I I FF=400.0 - . .1 I., - PROVIDED = 325 STALLS _­ 1�, I I 11 11 1. " I - -,r - - - _b OM D�EETENTION POND-EL­3_9!�-O I - ------- -.-----,,---- - ­1 I---- - ­ - -_ --- j - � �'j I I " Im . .1� — .. 1� � � . I I .4'. � � I I w -� p ." _;.... "'JillillNIIIIIIIIII . I;- ­11 � i - I I \ \ I i AA L J".D '�I, - � ;. �._ - �2,m­ I ,.,.! I— � I ..;, 0 1 MIN, TOP POND=399.5 , "�.: I I .. " . - . ­­ '�'�_ I I I I t% _0 , . ,ml � N. �. - 1'm� I 1�1 I , 4 . � 0 ,.�11,1_,.��,,W.1;1 �m­�,.>i� .... _____1 6* PVC ROO . I ,� . , SEE , . , I ­­­11111. _� I � � . I , " p a) I ­ I I I I D . . � I � AAA. vr'), � LL �6^_ IN. TOP �� , � ... . '. I � m -4, .1 6* PVC ROOF , ­­ 14/ 14/ CEL1_ i'll" " I -- I 1. I _11-r"11_1 I \ ,--,, I I �U I ., V�, , AND FOOTING DRAIN 6 �, 11 I , � , _�,,� �, I - 1�1'1 'Ill__ , , " _�, � . I'� 1� . �_ AND FOOTING DRAIN " -0-ft, �,', I D i��`�,�""�,.1`,� 1- . , 0 0.50% MIN. � - \ \ 1_'� I . 0 � ; I � O�Rm 0 0.50% 08 r \ �� N\,I/ 11 .11 - . m � , )I I - . , 11 I . 1 �4=,,.,, J��V­�­ 1 3: - 0 - ,____1 , "I ,,,_:___v ---- �(__­ - I � 0 . , ,__ - I ROOF --�,___, 399.50 \� / � � I - . � 1 , ,. ,� � , "n- . — '-' I\ ­� - - --- .1 . I I . d, � .r � s5.,��, -.399.2-2 a) C4 - - . I � '­­ I 0 , vilill . I \� , I . � : I I . I - -,_ I .0 AND FOOTING DRAIN ,Ili< \ el ., _1",� ­� I I I . I /r �4 iiiiiiiiiiiii , 0 0.50% MIN. �, 1-11 1. �­ . . .1 _eo%. I � � � � Jill no � lz.� � � I SD/JC0/ P � 0 I . � - , 'I* . ji, I ,":;­ , I I () . , , v 11161-i I I , I LF 1 E 1. I , I I . . . - � 111114 I � i I I .__ . 0 oil :. --- * �, I : . I 11 I . :� I .";_... - 0 11 \ ,I! N - - J� "11��_ - - - - I I o 11 p I \ .". .1 I I � . ]=.Z , 11". I—, e - /� T i4l?lm.," - 0/1 �, --- - � � 1: I : �, .J` � - PEP 0 , \ . �!�,�� I , . , .1 . 'p 11 . ­.­. I uvj 1 - - e �� 11 , - �:j ��','��', ,­:,� _4 , I . ,1 I / I I . ': . I I ., I 1. 11 -, , - , ��' [;I - - Vfl)L - - - - __' - n�_ I- I., 0 PVC ROOF .' I . � , - li-f I I 1_1�._ 1-1 - (j) 39i.1 ,. "'I"Ilk , � �-"' � , � ". . I , - I I -1 I D FOMNG DRAIN - . - . 1-1 .11 . '.1 . . . . . . I �,,�,� T. ; pw ,,, " ." - � ­ I.. 7?_ e - ...", ,Z) - - "" ,1­ 7, �90,�OC14j - I , . � � v� - ­- r , , I Q) 11 ��, � � I .. r:� - .. � , - , .�, I \ ,, I ,��� .. . � , , ,v_ , , 99.40 a 1, , , : � " ,� -7, i'�i, , I 10 0.50% MIN. ­�,,, I � * I � I ; � I'll 11 . �� I 11 I - .�, .- � - .; ., I I.. , , t, I � , I 1. I I ; I I :.. % . � , , t',�� I I I � i � I I 9! 0 1 � �� � t , � � I ; , , I �::::; 11 1. 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I -- I . - - I I , .1511, __ � . � . w cd _j tL LEGEND: I 'J EXISTING STORM DRAINAGE SYSTEM 0 PROPOSED SAMTARY SEWER MANHOLE EXISnNG SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN PROPOSED WATERMAIN EXISTING TRAFFIC SIGNAL BOX EDGE OF EXISTING WETLANDS EXISTING DITCH EXISTING CONTOURS PROPOSED SPOT ELEVATION I RIDGE LINE NEW ASPHALT PVMT NEW HEAVY DUTY ASPHALT PVMT NEW CONCRETE -- 0 0 ............. m! ____ � � .. z 0 F_ < () 0 _j .. w , ,,;:, I, " , �, .�-,, , �,,�gp � , . , ,.g,��`.',­.... . _4 i j,�r I , , ,q �,�4 'A' - , g , ,_ ", I­ I'�11.1.--.,---.-,.-�1-1-111--.I . ..... ­11­­_ .... .. I F_ , - * 1. .. . � . I I I . . � I I Ill' I. -, * - � * 'I NOTES: I I CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATION AT EXISTING CATCH BASIN PRIOR TO BEGINNING CONSTRUCTION CONTACT ENGINEER IMMEDIATELY IF THE INVERT ELEVATION VARIES FROM IE SHOWN ON PLANS 0 SHALL BE ROUTED TO DISPERSAL TRENCH FOR WETLAND RECHARGE SYSTEM (DCONTRACTOR SHALL COORDINATE LOCATION OF ROOF AND FOOTING DRAINS WITH ARCHITECTURAL PLANS. __TEET-CHANGE-- — 5 REVISED PER 4 REVISED PER ANCHOR 2 AND SHOP 1 3 REVISED PER CITY REVIEW 2 REVISED PER CrrY REVIEW 1 REVISED PER CITY REVIEW NO. I REVISION I I I I ;:- 11 . JGH JGH 8W — JGH BY m ffl; APPR = w-, C Tw � ; I a L., �-_-bj I'll—, I 6/1/98 5/22/98 5/13/98 . . 5/8/98 ' 3/25/98 1 � DATE \,(,. 13 A ', 11 . 41, opi w C0 w ji :) cf) Z w > F < 00 vi� w 00 Co Cl) %-.- Z:; �w z w iE 0 "T Z w �! z < LL _j %.i _j . < 0 �; w 2� 0 0 z < z <C I CL w 0 < z 9 0 m Ir 0 I­­ C0 0 z .< (5 z 10 < 6 m 0 w 0 1 CL �z fr <t :2 0 z � :E T = u� LLI (50 I-_ ::) .--- > 2 rr 0 U) z L-, I :� M LAJ n- ;� =) --;;, X 11�1 F- C) — z LAJ LZ :� �� -- �, C%4 rr) " " z (50 C, C) oo CN C14 00 t- z 11� Fif > z CY) (D 1 oo 1 z lij LA W C14 r�, < 3�: � u') � Lf) z 6 u z Ln V_ I_ � C14 I 1(f�) " � ICID im L Cq 00 z LLj 0 N CD " > _j ():� 2! =) �-- �� 1--1 I—, (n , 0 'DAfl, 0_ ,a .70 'S" , , .0 S I . I - z V') = T. � I uj _�, p -0 14 - �01 ,%.256 2 4�, 0 A .�! 1\�.-O,J�x r , el N '1�0 e., � 6, /s 4* 4�4 Alf � 0 r,o I ir� , C� 1\0% t, 1, I A , — I \ A 1�_ _� 11� , FEXPIRES I I I �_.� - -.\ �*vl \ 0 ,;;�) I � CITY OF RENTON I , � o. 0 \ L:>EPAFiTME=-NT C>F= PUB1 IIC:� WC:>f9K8'___ ___ 0 1_* . . GRADING AND STORM DRAINAGE PLAN IJ z I � . m � � � DESMIED - � I 0 ) I � DATE I RLENO. ._______.___._____ � I DFmwN - I , CHIECKM - SCALE i N=400 FIELD BOOK PAGE � uj / APPf*VE6 - b - DiRECTOR OF PUBLIC WORKS -- SHEET 2 OF g r1j I I . � 1-6 q --r -7 _? l l l m aali MI I I TW=400A0 I 1 I I Im 1 BW=. 39500 {! I � I I ° INSTALL 6' WIDE • • �/ l GATE FOR PONDI MAINTE p 1 F o °4 fiL=3 BERM 6.00 IL L oo / I r r 5 -6 HIGH I I , I I RETAINING WALL I o ° \96 �\- 3:1 E \ ----------1----- -- t o IN 6' WIDE . v' a tCutAll TE CE o 0 ERM 12 6' WIDE P 00 EL=396.0 v ° A` 0'LX. ti SHED10 v / = 9. BW=396. 0 / OVER' OW SPILLWAY PER OW SPILLWAY THIS SHEET 3 CELL WOND DETENTION POND MIN. TOP=399.50 MAX. WAT R SURFACE EL=398.50 STATICATER SURFACE EL=395.00 POND POTTOM EL=391.00 �B- TW= 4.00 / Eft WALL / IN ALL 4' IGH CHAINLINK NCE AROUND PERIMETER / OF POND ON NING WI TW=407.00 cc BW=404.00 TW=40 I BW=400.00- 4' HIGH RETAINING,WALL TW=404.00 N END WALL BW=39 .00 /��� /� 3:1 -- - --- 3:1 ��� TW 402.60 u ° OVERFLO SPILLWAY PER DETA'r THIS SH kT I I 13:1 l IE=39 .00 (18` �I 2.5 1 BW=395.00 1 CELL 3 I I N v TW=400.00 tE i #17 t3=395.00 TW=399.5 1 I 9 t TW=3 9.50 I \ cQ� o BW= 00 V77v 1$� �` 392 0 �,- _394 - ---------�� CB #23 a a U I v.: p /j4'=6' HIGH DS E_ 6 rRETAINING W \ I / 395.00 ( Jul vv o CONTROL STRUCTU P�D BOTTOM ^ v PtR DETAIL THIS EL� 95.00 `( \ ------ \ ---------- TW=399.50 \ BW=396.00 4' NH RETAIN G WALL 12" OVERFLOW EL=398.50 EL=398.16 4" EL=397.48 18" RISER IN CONTROL STRUCTURE NOTCH WEIR 15.8' 99.3' O SECTION 36' 33.94' 0 SECTION 12.0' 52.0' 405 . ................. ......... ............ ...... .. ......_ ...:......... 405 4' HIGH CHAINLINK . . . FENCE :. F 4' HIGH CHAIN INK . . . L . . _ .. FENCE. . . . . - r ......... ..4'� . 400 - WIDE E �; ... - WALL 400 ... _ _ _ _ ..... _ ...... _ :BERM M : _ __ : DESIRETAINt� QT S H£R RETAINING : WALL DESIGNED B'f-0TNERS MAX: W.S. EL=398.50 4 �- MAX W.S.E = 98:50... _ ... .. -- . . . --- . 7-_ LLJ :..... 3 95395 Cj STATIC W:S: 'EL=395:00 °. .. 'STATIC W:S: 'EL=3g5:00 CE::.: LL #2 .... . �... CE LL :#3 :: ..: .: . Z ... .. ..... .......: ............... _:.:....... .......... ..:. ...:.:.......... ......... ... _. :_ 390 POND BOTTOM: EL=391.00 ...POND _BOTTOM EL=391.00 .... ..... . SECTION 'A -A' PROFILE VIEW 1 5� SCALE: HORZ: 1 "=20' VERT: 1 "=5' 1.5' 1.5' 14' 20.5' 36' 13. T 12.5' 4' 4' 1.5' 410 � SECTION SECTIO . 1 410 NOTE: .. . . EffTY' :i:1NE ALL OF THE RETAINING WALLS IN FILL 4' NIGH CHAINLINK ; AREAS SHALL BE IMPERVIOUS CONC. WALLS. .. . . . FENCE ; .. ::. 405 ;. ...... 4 HIGH: CHAINLINK 4 HIGH FENCE: ` :::::::.. ` .. / RETAINING WALL EXISTING :: DESIGNED BY :OTHERS M 400 : GRADE .. . ........ 6' -WIDE-1�. . .................... 400 �.. 113ERM RETAINING WAL! : y �- ..... PROPOSED :: : DESIGNED BY OTHERS J . : GRADE : ' 395 :.5 . ... MAX.,�InX'' w s EL=398.50 CELL # j CEI.E #2 .. : . STATIC W.S.- EL=395.00 - 39/ POND BOTTOM EL-391.00.. ... ......:. :. .:..` . ................... a :.:..:....... ` . ..:.. 390 SECTION 'B-B' PROFILE VIEW ROUND SOLID COVER MARKER "DRAIN" W LOCKING BOLTS. UNLESS OTHERWISED APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM=401.00 SHEAR GATE ROD AND HANDLE 24" BAFFLE OVERFLOW ELEVATION 0 PRO_V_lUE_D_E_T_r_NTI0N' AND OIL SEPARATION EL=398.50 SEE NOTCH WEIR DETAIL fJ STD GALV. STEEL OR ALUMINUM LADDER STEPS ' CLEANOUT GATE A) SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR B) LEFT GATE, #C/C/I-LG, 18" CCASCADE OUTLET 18" CULVERT INC. OR � PIPE � �- C) OTHER DEVICE APPROVED BY ENGINEER' 4. oz IE=394.79 (12") 18" . RESTRICTOR _PLATE_,--`t W1 DRILLED ORI ICE 1 z EL=392.79 54" N 1 7/16" 0 ° 4 ° SCALE: HORZ: 1 "=20' VERT: 1 "=5' 1.5' 1.5' 410 22.2' --- ®SECTION 1 .5' 4' 1.5' 410 .PROPERTY: ' .. LINE " 4' HIGH K ........ FENCE. 405 ' .. .. ............. :..:......:..: _ : 405 �,.Al 4' HIGH CHAINLINK EXISTING-- G RADE !� . . . . .. . . .. . . . . . FENCE: l 4' HIGH RETAINING WALL .... DE SIGNED. :BY OTHERS HERS400 ..... . �fW ....... h. .. ...... .....: °. MAX. W.S.. EL=398.50 RETAINING WALL DESIGNED BY OTHERS �- .. - ... . CELL #3' 395 : STATIC W.&- EL=395.00 395 POND ; BOTTOM ° ELE11=391.00..... ....... PROPOSED ...... .. .. . ..... 90 GRADE _.. _._ .. .... ._... _ _. __.. _. . _. _........._ :.::: ..........._ .. . . : ................ ..:........................... M �.7V SECTION 'C-C' PROFILE VIEW SCALE: HORZ: 1 "=20' VERT: 1 "=5' IE=394.79 CB #23A TYPE II-54" FLOW CONTROL MANHOLE NOT TO SCALE NOTES: RE<XX&* NDED 4 i-OR APPROVAL 1 PIPE SIZES &SLOPES, SEE PLANS. ) FRAME & LADDER OR STEPS 2� OUTLET CAPACITY NOT LESS THAN OFFSET SO: BY COMBINED INLETS A) CLEANOUT GATE IS VISIBLE 3) METAL PARTS: FROM TOP. g) CL MBDOWN SPACE IS CLEAR OF BY A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, RISER & CLEANOUT GATE. BY B) IF GALVANIZED STEEL PIPE, C) FRAME IS CLEAR OF CURB. HAVE ASPHALT TREATMENT I. 5) STRUCTURE SHALL BE A TYPE II CATCH BASIN MINIMUM. 40 Y,1416 i► -r , 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW NO. REVISION ►�K. eA4 �� of WASy �c�l Q � i 25672 O �� IUNALTEE"� . w cl)Z F Q 00 N h w 00 (n co %.00%..00 Z F w 'r Z w� Z wJ OJ Z UQ O w� z� U Z o Q J LLl F Q W J � d d ru Z 0 Q p Z s o i = va 0 U F- z_ j. Z w O N LLJ J a Q z � Z� LJ Q N z z� p fV 00 z- z N m(0000 t t Zw r` Q ► [7 0 z Ln r' ^ CO ^ CO i? Y U O U) CITY OF RENTON 13EPARTMENT OF PUBLIC WORKS WET/DETENTION POND PLAN 2- DEWWO DATE BW DK8 5/8/98 DRAWN JGH DKB 3/25/98 CHECKMSCAL BY APPR. DATE APPROVED - 1' = mo PAGE A HIGHLAND MARKET PLACE COVER SHEET A PORTION OF THE S.E.1/4 OF S.W.1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. RENTON, WASHINGTON ,r } Ir !I • N W N Q �p_ pip N ++) �t NE 6TH ST NE 4TH SE 128TH S REENWOOD W cn 42' P !t CEMETERY SFE '� tip. - -- - _-- ---- --------------- ------------ Y � I i 00 j'--------- --------------- T ---=s88'Q7L2 - -- - __ _- 5 1.82 ;y ry. . + K '•?3 <5 9;.°i" /f , i s ,. f .,; � ..r.�'/!/g' � %� :%•.R G^+' f 15 /5 / •"" \ g -c,4"!%, ?fr...<� • s :a,fy3`. •Ns< z,. y,, r 1" I ^-• — \ VICINITY MAP PIZ 5 A <. s• ' � •' N SCALE R n z I I I I \ SHEET INDEX: 1 COVER SHEET 2 GRADING AND STORM DRAINAGE PLAN <+ < ii a I! E l 3 WET/ POND PLAN Y za, gga i -� E�jjj I �� 4 PUBLIC SANITARY SEWER AND WATERMAIN PLAN FACILITY 5 PUBLIC SANITARY SEINER AND WATER PROBES ANCHOR 2 I QFC ANCHOR` y ; ;--------- s NOTES AND DETAILS 0 iy 6 ` a — t � �, J 7 NOTES AND DETAILS n _ , �`-- — ---- _ 8 EROSION/SEDIMENTATION CONTROL. PLAN ccr) EXISTING LOT 9 Y ��sEDNTATION NOTES AND DETAILS O LINE R1 ROADWAY L42ROVEMENT COVER SHEET 50• 5 I !f R2 NE 4TH STREET ROADWAY IMPROVEMENT PLAN R3 N.E. 4TH STREET ROADWAY Lf ROVEMENT PLAN R4 DUVALL AVE. N.E. ROADWAY IMPROVEMENT PLAN O e'' f ry _ v R5 DUVALL AVE. N.E. ROADWAY Au 'ROVE-MENI• PLAN t Ll I I ;;;s —----------- J �. x' 'r � tf ) , - LEGAL DESCR4PTION• Pam/ S '£`i•", ` ' W w� x < - THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE I SOUTHWEST QUARTER OF SECTION 10 TOWNSHIP 23 NORTH s s a ' YF /•�:: I ;',!kT s \ I RANGE 5 EAST, W.M., IN KIf IG COUNTY, WASHINGTON; W F— W s cr W U Q r d a 0 z g T. r + r + (n + . _ W C.. + y } _ R Y: `' =' ' : > , .� '> : _ ...: , .-> =.4 :.>' :•._ " ,;>� ;: �:< '' � ♦ + + +' : + a + a .} •,' A y � � CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE a } J( WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND z t t + + + a ., 1. .{. r ,,„„ • 1 , REPUCING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION O cn � 'Flg ,�- + + + + + ` } ACTIVITY, PURSUANT TO WAC 332=120. APPLICATIONS MUST BE COMPLETED BY A ♦ 4 + + 4 i ♦}{ ♦ Q fi .'.. ®� r .: + + REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS W F- 0 x I; r-----"-------- X p_ .� } ♦ + + + + + } + + MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL d z L Sj L r + + z LL W RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT `206 902-1190. rri o . y N N I N 00 l I r + i + 4♦+ c/ < WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES �+ O fr + + + + + + + + + S EJ /� Z — e + 'h f N 1 + I 00 — > ;. r ♦ + + + + PUBLIC LAND SURVEY OFFICE cD 00 z ), 1 W .,V 1 ? z W 1 t'. z, , 4 1111 WASHINGTON STREET S.E. r q x tit: I t r EN i rho. rAz • i<, ,r„ `.3 .q: A L , 7 j. - { 1 �kr�>Jy/:. ` , + + > + + ♦ l P.O. BOX 47060 Q z I s ifa I ..l + • + + + ♦ li J L J , 1' `1' `Y `1 OLYMPIA, WASHINGTON 98504-7060 z ,1 ► _, :tom a PUGET POWER `c�'<�! �y r + . + - w + + + +"+ } EASEMENT 'Kz�s., F-- �< / (D cp r; r- r r F , + + + + UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR > Y RECORDING No. �.. _ j ,� ; y _ �a, cam, z o nE ,r + + + + + ` DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND oo W > <., 8901040393 r . , N �N _ u ; ; v/ "•� s DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE t1 _ 4r ;` y: + ♦ + APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMfNTAT10N SHALL ALSO BE THE f = r� + RESPONSIBILITY OF THE CONTRACTOR. -- -- -o- -- ff > L i — 3 �+ . ,%�' •���L.✓ r: �+•:.:, .: i .5' ,. r r �/ �/ �/ �— b�4 Sl- llp __ .---- -=,Y — @$.Q .;Q .'' F WAS F� C �. _;. / - ,Q+L, _ _ - -- -- — /{v --- - -- _ FOUND MONUMENT ',' � ,;, rn -----tn . T� 1 p •�� ---£tFAR1NG EASEMENT _ _qv c� �, P Z .ifg£� SLOPE CONSTRUCTION, - - - - - - - - - .. _ - - - w UTILITI��SEMENT RECORDING No. 8706030526 —___-- --- — - --_ -- --- _ 1 1� �� ?� (/ 6 _ rn _________��_..N.E.-4th ST.ME- ._ _... _ _ _ . T•) - _ _. _ _ _ . _ _ . — FOUND SURFACE MONUMENT �sfON ��� 4 GO�� r.. ---------- __....__.. __...._- ------------ ---- 4-17-95 - __.___.. EXPIRES k-------------------- - - ----- -- $ !1 L; _------------------- --'----------------- Y _1 ,; -- -_ -----� CITY OF RENTON BY E�EPARTMEIVT OF PUBLIC WUf�KS . � : UTY CONRJCT NOTE � �� CALmON: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE 1 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH \ CONSTRUCTION. "-P:\sdskproj\61 16\engineering\6116—ol.dwg Date/Tithe:.' 0.6/01/1998 09:57 Scaie: 1 =50 brianw Xrefs: Z6116—B,Z61 16—S,Z6116—T,Z61 16—A,61 16—X2, BY COVER SHEET. RcE� Q 3 REVISED PER FIELD CHANGE 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW NO. REVISION INC• BW AS 6/1/98 DES DATE FILE NO. BW DKB 5/8/98 DRAWN JGH DKB 3/25/98 CHECKM SCALE 1 "=50' FIELD BOOK—---, PAGE, — � APPROVED — BY APPR DATE DIRECTOR Or PURL IC WORKS — --- �— -- I)i ogICK � . . , , I , I .11 ..!. - , , , �, J­­ "�' I ... , . . . - .. '. - .::, .. _:" �, ,� '�. . , , , 1jr , � - " , '. .- �­ ".... ­. � _ , , , " I ,� I � 11 I � - . �, � - , .1 ;� - , ;�,r_' . 1,��, '�. . V_ , . � , ... ..: '�'. � ..:, 1:,� . . .k.,"r, � , �. 4� , I I I I � .1 � . ". . I . I . . - , ;�'._ , : ­ . , , .� ".. .� 1. .. . I ­ . . .", I 1. . I - �, . . .., . ­ .. � , . 1� . � , ,, � '. 1 - ,., . . . . . . - .­, . I .. I .i . . , � c 1, I � � � .�, . � - ': �.- . �, �� . � �, ,�� . . � . . - I'll . I I , I I � . - I � I cl , - � - I I . , �1' - , , - n , . I , . 1 --� �: * - .� .o � , " , , , . '.. I I I . . I I I . � . I . _: - I , �� , : . . ­ , , , I 4_ I � - -1 - . . I I -11 I I I I . . . . '� - �, ,� . L - I . I . . 1, ", ,* , � . � . . I . , , � I , , . . ; . 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I ': z.. � I I I , . �-;,' ,� . - '' �, i �.� '44" �. ,�,, _ :� . . .. .- I I I 11 . . I "'.. - � ", � _ 1� I , I." - ��'i '' � "I.. . I I a 1 . . ­ , '' , - , z, -,,,,,­: -, - - . , , � �; . ' ' , _ I r :, ." " � . . , 7 �40 � � . L ,;", - I , "" I E ' t *vl 504 H ` ' '�_5"' , - , .. . , � I . 1. ,r " - '­ 1 � , I ". ­ , " I 11 I - I . ­ , � - " .: ; . I I � �,' , , .%� -, � _,:�. - ... � I , " : , ,�'� �r,,% , - - ; x ..: , - , , �,�,,� I ��. �� � ,� , . _,_`��*,_:: :, I I ... � .,:� , I �� " "� � ', , , . : . ...��. =jgj. ;�� .(46 !v) ... �,, I I : . , _.. .-, : ::, _ �, _1 � , - � Ir � � I I ., : - - . . , � .1 . �: " ,-,�� , �': ; ." z . . I 1�, ,; � � .111 - . - . -- � I I ��// /�. �C: =J - I I � - I I , ., I " , . �._. ...._. I . . . I . , ,� -, , -,­, , , - I I I .; - � ., . . . * ­-� -,' �� .: * -��-,i",..,-;,-""��-,�,��*.., - - , 'W / F �398,02 (16"570f-) . - � , , - , - , , ' .'� ��, . � ,� 1---. � - '.. , �.% ; I I . I E� �, ,�, � � . _ � ,., .�, I : � I - -, I' -�11 � , �. - I I I - . - r , ", r . , _�' , , , -- '­- , �, � :,:.. ,", ... , � .1 I I I __; - - "I , ,.F, - - BUILDING AREA: Q.F.C. - 4­,� �:,- , , ,,�:, . '' :'. ", �.";., i", �'.­ '. _� .� p �: �.:_ , .,.-,. .­� . � I -.� , �.,� - - ': ,� 1', . � ­ - . I . — � � " � . _'. . , _: = 38,002 �,.-���:,:_�:1.7 r `�._4'1�.,�­ 1; 11,­ I R , - 11. GRAD'ING AND STORM DRAINAGE PLAN , ._Z_1_._ _ :­ - - ­1 I I - - ?, - ��..., . , w I . �... . I lg� , I 1, I I � � I , I I I - ,�_, ,_ �'.... - �'. . ''; . " 1��' . -1 I ," _ . . I , , . ", . I I .11 I . . � - . " I . , �. :�_ I � - � � � � � . . . . 1, . , �, , " ..., � ., I . I .. 11 -1 � . . �� . . � " ,� I � , "., I I � ,,�. � ::iz,..- , '.. ­ .. .. I , ;., �� . I . . I �- ." - �. '. I - � - ...'.. �.,�___- BARTELLS = 15,000 �, ,:.-, ,i:.. I � -1 ­ *­ � �. 1 I I . . ,­`-, _', � :. . . .1 I . I . ­ . ­_ I . I I - -- I . I I . � :, - I �,,,�, I I . ... .1 I .. d 1. 1. ''.4 11 . . " � � - . . : I-., .;.. I ­ ; ., _� R, 11. e ,It xistl�) I " � 11 I I . I ­ ­ . I . -11 - ­z . � . . . . . __1 _ �. - ... . ­ I - . . . - - - "I'- 2� � � I - I , I , , _ 0 1 : 4 . q - , , _- ; 11, ; -1 1, 11 ... . I .� . .: �- .� :, . 6 I , _ , � I- I � - -, _� - � _ r . . - I I I , . fm= - ''. I , : : � . . . . � . I ­­' . ­ , I � .:- .� I . ,- .: � � . � I . �� I . �_ 1. - � I , �, . - : . , . , I ..�', _�$ - - . : - . . - . ; ? : �6 __ - = 12,800 . - :e - ­ . . .., . .. - ­­ I . I � � : . � . .... . SHOPS'A . "I ­ - �� "., , 11 I , - -.1 : % �.A, �, Exis t � , ' - � ', I � Z E. =J93 49 (36,,'W) : . . . . SHOPS'13' � , :" � . , � i �i 00, MH I I .. kv : I . = 2,1 00 1.�, . ��,:, - � .".11'":­�, "Jqase N'.. �._. I . 11�_ 11 . 'y . �.: ., 6 t I � . ­-, lq � ,:: .1 IN't I i, E. � 39J. 59 (16 � ) 1-1 I - , . I . Rim . ­ .111 I , 111� = . I i I'll � I 1 40 1 1 1� � - I I I : I % I ,,, 11 14,11 z F. =J94.29 (12.'�5), 1 : : I � �, I . � - , - ------- � __ I . . I'll I I � RETAIL = 6,500 , ­� , 1 - ��z . _ ----------- � ------------------------------------------------------------ . ,� I . � I �,�.� � - ,.�. I ,;,� I I . 11, ... '' ,.-i4 I I . . . , I I . , 11 , I . �� I � I . '. - - :1 - - . // ;�: I'�, , I ': 1�,�_. � .:�.' , It ------- . 11 _". � . I � - � , ,.:. ­;� , - . I I I I I . ----- ------- i ----------------------------- �( % 0 20 40 80 1 FAST FOOD = 3,500 1 1 � . 11 I - - - : '_� ,q 111w,q I , I I � . - I EXISM7� Cs , \ , � ': . .,. . / I i I ... .. I . I I - - - - - - . : - - - - * I , � � - — I I I I . - � I - ­ 1 4 1 1 � . . $ �, 1, %, I I I P,/�M = J98. 45 -11 I I I . . I.. . . . � k\\\\\ 0\0 N ,I ­ I -_ .1 _.: ­ I - I - x �11 I . , ., - . : WIRE FENCE COR. TOTAL BLD . ­�_" � . ''; . - . I , /. �_. = j9J. 85 (36 "W i- , �'& .. 1. . I .1 L\\\\\\\q 11.11. G AREA = 77,902 1, I - I 1, ./ - � - � - . � . ,� I I ',,�, , , I I ��, � 1-111, 1� I - I I .1 I � I - - - -,:.- - `� ---------------------- � --- I . , I I � V.56"N, 1�86'N OF I . - � : " 1: ­ , I _( . . . : t_Xi$t1?7_q C8 I 1. . . : . . --- . -_ - I -, Rim --: -- 8. 7J I _C__uA6__ "� I I _. 1, - I _1\ , - . I �, 6' EXT. CONC. ROP. CORNE,�' / ___ - � -1 , J,Kl:s tin � - - � . I I - - , ____ _ � sheo . I I I I . 9 - --I- ti, - "I'll, 4.74 %, 8.70 3VU. — ==t___ — — — -_ --- _LF--T CPEP-* 2% al� - _ - LOT COVERAGE: 21% � , �Y_j T, gi (J6 , I ;11 I I . I . I .. . . -_ -_ � 30 L -a.; - _ ,� . , �/.F - IIZE�� "I I 1 39181ou -,----/ 11 . 1. I . . . � - I . I a �4 .. . I . . .. -..-. - -12.14L,- 1,30-LF- 12'-CPEP-_-j -_ -"'I-- — - - - __1,00�� - -*- - - -, -IV I �� _ ­ . � , I I I �..: _-, V — -_ 11, - I � -, I " . I � 11 I I I . _. � 10 0*241, _- _39120 39§.66 _i9::"_0 __ n �, I I It, - >-- i C 0 024% 1 --,- --- - - - - - PAVED AREA: 206,519 SQUARE FEET ._1. . ­ I I "I lw.(:) ! �� - - 11� ­', I . I 11-1 III ,.:,e: _ � ,� - \ I " / . \ _� -11 - 11 I I I I �* I I E r_ , ` I ( /01 � . � / \ � Iwo I , I I'll I I I I I . uj kv , 2" � �MU I I I I I 11 I I Il . M 12 2111 N, - 0 - W __ I I r ) / , / \ \ - WETLAND AND I" i � , BUFFER AREA: 32,400 SQUARE FEET I � . I I SD C 399.90 — - I I I I '' �.� I \ . I �' - RIM=399.96 .11- I / .11 � I I 11 7! .. 1.�, il I � I ? //I LL 4' HIGH � "I I I I.' IE=396.00 \ I : 1� - , I I ­ - i 11: I NLINK FENCE . I I., ! I J� � Y �' 1� ,,,, d -� \ "I 11 I . vl. 1.1 - - ,�.,_ I I I RETAINING WALL � - LANSCAPE AREA: REQUIRED - PARKING LOT = 7,175 . - I , TW=400-00 "I . 1­1 � �;�:,:.,�',�,'­ ,..,) � I I I i � _,��'- 7 3 9 5. J83 , � I i I I \ -__ � - M1'�:'1`2'D1."1 I .% , - r/X/A - ,v-4L M . BW=395.83 6" PVC ROOF ­� L - -a-4 - PERIMETER = 28,500 - � � � � .­­ �­` \ _`Lhl. _,� I : I 1. . AND FOOTING DRAIN :11 - - I .1 , . � I 1, r, "I 1 11 I'll � ,- , ,!-,�, ", J, � ; 1, - ) ��\ &P � - ., - , - - I _ ING I 11 -*k* I,b ,,,,, �,,A,4,, . I ". , , p". � I - . ., ,., V399 0 . ,�, I I / � ­1 JOTAL REQUIRED = 35,675 " 6 - k , . I . � � ��, __...j.8 0 0.50% MIN. -.1 I ­1 '- . , I I / - 11 I I � I I ' ' - — - WALL BY OTHERS " � ;� I I � � � .NIIM� ... � . 46 ��ODG WIN .-­` - ., . I �', AN .1, 1. , . � � u n *. . ,�� I �� / . ", I f, ".., ICBO.a �. � . I I �,, I , . , - I ,, I' I , , ",_ �'�� I - - .. 2 ., -, C LCONC. RETAI I p . ''I 11 1h ,,,,, " T bj gc�� 4-D _�I� 9 �­',��'a'-",,E,,` , �_ , I , � , - . 11 ,�� .. E* 31 ��)//,.,/, I / I - - \/14_6&� 94 5� , -T_ *� PROVIDED - PARKING LOT = 7745 - 1� �' � 4.. _1 � �� \ .50% ( , ,1 I I _��'__ � . N �, .., - .-,4 - . a , I I , . .. , I I . . ; �,, _e 0 ........ .. - , . .1 11 ,�� 11 ,_ 00 � � :, I _ 3 9.9�-*SD OCIO . .�,,P -�--,�,� '. ­ - . � � . , C_ , 6 � � .11 - _._. %:-.,., " .. I � I iW .1100 RIM=399.96 ,'.:`�, I . . � .., :r" � CD r. a 0. T 0404 N 0�01F \9� 4 toot 1004-1 P. , - PERIMETER = 38,791 � �.­ . �,�,�,',,,� 1. .I,---- I __ r&.w ,.­,,�-. -,'�­!,-�%- 7 � "I I '�,­��,--��;��,-,-,,i, , 7 M16 ".1<1 z 11 - , - TOTAL PROVIDED = 46,250 - � � " .., IE=396.32 �� 11 I . 11 I , I , I I 1. . * . th I :.� , I � " _ ", 1, , �, 7 6 ... !!''� " , I I I I :, . �� .... �. .. � -, I . I \ I ,!� ... !!''� -6., _4� 4- - ,� ­ . . - .. . 1,,,� ,,��­:::, -, _,_,, I .. 4� _� �_,��>: .1 1". � I I - . , z 399.50 11 I . I �,`�'�`��,M�,,,��>, . 4 OFIC ANCHOR I I L �11�� � �,i,�� �_, I - . I ""11"�', , < \ - �­�, I . �­. I . I I -, �, ,, �. 11 . ,��, 11 : - __ I I . . ,��. � I I .,.,�'." ___ _ft_� \ " .1 - ... I 11 �.. I . 135,001- I5 :F 7, � 11. _t - - T1 je �"�' " � " 11, �;- : * I I �.. � I , " 1 I .1111, ­�,;.,,. -, ­._ _____ _ - ,� %, � I 1. .. I I . I I ", , � s � :_ _____ - e__ - BUILDING HEIGHT: 34'- 8" (WALLOWED) I .1 . : "I'll I ., ANCHOR 2 .1 " �, � 399,80 1� - , ,.. N - ___ '", , I �1­ I I . I w "I , "I .1 �� A - "I I .... ,I � �,�,� , " ,_ � �z 11 I I � " "I 11� �,.:��, 11 � 0 k r,Q 61 0 � ..:� I ,_ , "": I I � �� .I-- ,, I M t I I � FF=400.0 Ill , '. I � � I - 1­1111-1�. �'11 I 'I /0_�� M . _ � �, ._��'.. I :�_: �, ­­ ,_ .. . � - .1 - I � 15,000 S.F. I I " ., DRAINAGE DETENTION WET POND / PARKING: REQUIRED = 325 STALLS 1-.1., . . M � 1. I .�, \ ____ - - I . � ..., I - 111' , � � ­ - , I x � , , ­ � . I ,�_ lo, �� VU-POND EL=391.0 / I ,11� I' ` rl; 11 � "'," ­ I., - ____ - __ \ - :�:­ �, FF=400.0 - I PROVIDED = 325 STALLS - . .m � �-�.,.*�-. " I � I 1. v, I '1�1 ,..� / .- OqOM DETENTION POND-EL-3-95.0 � __ __ � , ­ - __ ---.-.-- - __ __ __ __ - - - _. __ '. � I - �­ '... 1111 � ,.!, " "-7-1 X ­ .": . I . �, ­�--,Z� " R, I- � 'j, X _W�EL.39 - � I. I � f',_i �,,,�.�, - I MA 8.5 , , I - . �:,�:; . � �. I 11 ,_�,_ I I �: 4 . I j I'll I M ) OP POND=399.5 ,�d 4 ­ I . . _,,. � Li� V'- �, \ \ I I IN. T I �;,,__, _0 I .- , .... 11 _1 I �` ___ �', . Top . " - 4�7111�__�­­, . ­ " 11 ­,­ � 1. I - . ;>,,�i7e��,,��,�/_v- �,�:"��]�,',� ��, " -1 . I. ��-�. � ,,- �"�,,�,�,,�,,4', 11­�;,�� I �. * �`�,,�, ,4� . w 0) 6* PVC ROOF 1".., SEE DETA . I M �`��,,,,­� ,��,��,'�i,�.'� 6* PVC ROOF L p-11, -4/ 4CE� ;",�,,�., J��, �1,`.u��,, -1 I ,�',.,��`,',,, , A.`� - ' DRAIN . , , I � . �,,w�z�", 1-i-.1 I � - ,,,�,� ,-_ - I '� (A =4� � , LEGEND: ��­.-" , , I I I eU ; 'D '_ 11,11,1111--, ,�­ ,,'�� AND FOOTING DRAIN AND FOOTING \_ � - `j�',': �"'L"5" -"';,�5,�� ,, ' ��L�' P- I I I � .. ,1 . ,��_�j',,�,',_,� 0 0.50% MIN. � \ L� , , I I 0 ., I 0 0;50% i38 \ - - I i",'_�,"_, , J ��, I � PROPOSED STORM DRAINAGE SYSTEM - . 11 . , , , , ` 3: - " - ,I_ I ': , , - . � I . � , , . , - I M ,��, I , .��, � \ I , -, I 1,1­1 ­­�,­ '_ la� "...111% ­­ � , '1____11 )I I . �­,., � I . LO 5 1 1 1". 1. -7�7"­'� �., M, ROOF ---, 399.50 . \ / � . I �­�­., L 1, 41 I -, I _,� '. j (0 ',�,',' L �� `� - - ­­ 1 399.22 Co N ____ I I --- . . . II n',_,'. ,.,�AND FOOTING DRAIN \ I .1.1 1�1.'.!_ - - I . L ­1 0 399.4 I �A � ,'.'. . . .. - ­ I z 1� " ` � /�4 :0 _____1­1 .03 \ I /I EXISTING STORM DRAINAGE SYSTEM a - - = = - = =� = = = = = - . - .1 - � �� ., " ::;;.. 11, . . I I , _', I 1. . .- .. .. I _ 0.50% MIN. 1\ ,� . .. � I :, � . ­11. ;. .. 7f�%. . v � I � 11 �'� 0 ­. . . .. F �, , ;;; � � , 1 6 �, -, , , ­ � : � L 1, 4p I \_ �- I . 1. '. 0 �/. , " v . :, -p LF 18" . V ; � i . ,1� ,' - . . I I ��;`;�.'L��'�"" I 0, ' "I "* , F 1% L ", � - L 1� L. u =1 1'' \ .-� 1� ---- �. I 1� 1� L . __' J . .:�J_ Sqj_ _ " L ",./ - -, - __ - "5'1 1� . " - 1v I ,v 1 1 SANITARY SEWER MANHOLE 0 1 " 1 _. L .1 4. .�.. I!- : I I ... . .. L �,L� ­: "' I . ­ 11. 7- � **. 1. , I— �, � , - . I' , ­ p I � : , I I I I L 60j ; , - �1'1 L �_�.f _ I � 1:,� ,�� � r . I L, , v : - . 1� I \ PROP ED I , , , r__ ,, % � . , - 1 39 A I �>,' � �, I �S,_�'1��:��,� - �, I ;� ; , .1 , 1___. - .A�_!_ - Z, _r - I . ll - . I . I . " 't, '' ' L - - Mr '� 1. 1. 1. I . "I � -1 "'�',-'j , 11 I I \ _-, Q) I �, �'. "".1,1 I �' v . , I , I . Z qNu F051ING urvill, , �� �� ��, :� �� , 11 EXISTING SANITARY SEWER MANHOLE I � I Q) �z I - .. I 11� I �, , I L \ .: � I 0 , " -, >_ ­:­ � �3�994 1 � f0 0.50% MIN. I � .1 . 11 I L ...l I I ", - L . L .... L, ­ 11: ' L , I , , 1#1. "�, " � ' I , I � I I " I � - - PROPOSED SANITARY SEWER LINE _____ I C --r � :­, I i, '. � -;- � "' _�'�',��L"-� �� I. ­ \1/ , , g' '' ,'�, . I ,;: L I L 'L I 1� 64i/1-F 18" I I :�� , '_ _ , 11 � p :­ L : : I I , I IX - L'. � :,: ", < ;�: I bft.L 11 ��.A 4%­ X­ � � I � �'_ '' L� CPEP 0 0.227. I L 1­�', " 1.�n_,�.� �i,_,. 11 L ...... L -- ----- ­­­­ 1�.."� 11", I I'- 1,.� I 11 , , �, ­ ,�1'11 . 1,0L, L I �,,� , " I �� , �\� L ". �� I - � 1, �­' "'Ll, - , , . , �;", - " �� � ­V, , 0, 6 . LF L.L: 15 1 r, ­ - C I __ I 5 WH _ ; , " � �� IfC, L '1'1,,� � , I it I � I', \ � AO P , I �:,� �, � � " .- I I � � � LS�141y, ( z g r� ..:, . ��Im ,�-­­­­-Y,� I ,'I � �,� � \ - VP C �: � I EXISTING SANITARY SEWER LINE �-j�:,, I 't -1: I - �. �, 't � - \11, RETAIN%J� WALL I I . ,.,: I � ffi "',"'o -0 INIf 111� I a!�'L­ , , 17� I " _" : , ,��., . ­ L". , "" " ­ _ - �, ,� . �,­­',k,"?__ ,_,. ". 2� L�,,� ��'�� '' �, ­L ,;, � ­­,�, �,,� ? , I I 1". 7, " ­ - �, .17, � L. (HEIG , g,"? I 1.11;1 . I I L' 11 �' " " �: " ­ L. I .1 L L LL ,. . - g,�, " � `�;�, .: 7 '. ­�L : ..No - HT VARIES) �L: .- o .11 _ '. �:, � "I - , _ A EXISTING WATERMAIN ��__,��`e" I .�-- """' "m"""""""""""` �_ '. 1. I - � , - - ", ;��W ­ I I I % , I 9 \" '. , � g­�: _ 1 \4/ \4/ x . � - I- . - I . , , , ��,, '� L" -1 ,, L�' ._, , LL L ­ - , "' L V _�"��' - 11 I /�� , , 11 � -, �-, n', " 11 ", \� Ix-;,%-, , " I ,_ ,:g , I ,, . �� -1 I "I I I I I L . -11 1 Z70 � L , tL -'�,"', � I I I �': � 1::::�)A L I I ­ 11 I I I PROPOSED WATERMAIN � ,,� � , - -11 �, � "I _ " I : ,�L�� � L': , %.,.� _L � L - _ ""' � .11 ' I I I . '��, 1, I I I , L , � . ,�,,,,, 1_2 I I � L , , / � . , �,,�L 11 IL I'll .1 I.."' I I ,,� _��:�,"�:�L" �­' I "' L"��'r " I I L I � I 1 1 2 LF f I I . , LL I .L . , ,'._".,� �,�, - I I � , I EXISTING TRAFFIC SIGNAL BOX :�<_ , � I , ' ," ' I , ­1", Z',L­": . " 'L" ­'�� ��­,\�_1_1_1 ­ I � L \�\ :\,­ 29% 1 1 �i _, '�, , � � `,� - ", , I �� _ �, . _ 1, IL \�L:"Rej& L , 1�� I , , , I ��W�-,,� ,`��,�,`,`11 � L , �_­ � L:�' ;,L�, IL � ­ 11 L , L, r_- I - I � .11 .­.L� I ' "I CPEP 0 L, L � :' I I � - L , , , 1 '� �"�'.';'�'�"­� �" , ­ I __ '' "I .. L / \J, I ;­ I I ��<� L ", I I '. . . I I I ­ � _­�' ,1,��.' .,��" _ ��� \­�: L - 1 1_ � I I w � : : �1 � �, L ';',­­;e 111. ,�,'A"_/ "" ,,,.\'\ � I 'L , I, I " " . L�, j L -, �, � N, LL ___� I :� , �,g��o L' 1� _� `­_1 . �� " '' , ��, ,,�.,� ;�, I ,�L I I I '11� . �� "� '' L L �� ',�� I � I L , 11 - ... I I . I'll., " ,_;,�,�, I , .. ., , , , ' L' , �;��­ \' L " 1, � I _ < I I � �,, I �1� I - I- _�___ I . " , � ." .. I I I "M , - I ,� L" ,�­­" " , �,�; 1,; ::_""'��'�, ­� , ,�­,­�, ­ I L I ­ ,�",_�7,,.�, ��,,�'Z ., " L; , I - 11 I- , I - -4/ ,:"" ,� - �' I / L , , - I ,�,,� ],'.::�: �­ __ �_ _: - I.."..'' 0019� ,,'�,�_: ,<�, - . L "_'L:��' ,�, �,­-- ,�', I �� \ —EXISTING WETLAND 013' ", 11 I 11 '1� �vio�� : L _,x, ". ; L ,ir ' ,�,, �'- -, I I I �,- , ­ �, ,--, ". I �­ L I , ., _, " '" L; I I ��_ - I 11 f-""" "L. < `7' L ' ' ' I . "� i ; _-�_ � I ,\\ - _,,_. . - ' ' '__` I I ,� � V­­�'�­­­­ x �,� ,��, -,:.f*"�� "' , . :�,e__L, 1, , � , : ? i. ,/ � . I jt� I 11 - 11- . �__ L;­ _."', , , . XI , . I- ",�'- � � � , .�� _" x , �, - '!�`�! ,­ ­'��_ . L, ­­_' �� 11 ;,L��­�_" 0 �%� ­'� �.;�� - �: �.­ ­:­­ L. ­�.­ ­:. - ,__, ?T ��'1111 1;, ;a 1\ \4/ L . 'I'll I � - I - - , , ,.- .' `�'�! �L� 1`:�111� " ,,L' I—— W. 1, � ';e�_�'_ �� "L " __PW I L ,. 'L - - 9,965 S.F. 1 2� � , , ' SHOPS � - , � , '��L��', I �,_- - " 11 - , '�' ... L ,�., I , TO BE FILLED EDGE OF EXISTING WETLANDS , , , - - � , - _- :t .� . ! t . :, I I ,�� , � � ' � , � . , L � � , , ", , i� ' A . �� ,V:"�. 1 4!� �1�0 " L '� � I ;�: ., _> . '­N,� �, �,R �L _�I I , 1, \1/ 14/ _� _1�1�_, _�,,��,�1�r'. ,:!,� .� L�': ,�-,� - , , I �� "i I I sl � �k � - " �, � ",-", _,��, ��>�, .��,V­ ,,� L � . . � I I L , '­� ' L - . I 1. 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L I - �18 III - , 7- --- - 1 .40 396.50 i 4- __q2��') --:� - I 4�,�*;-"�7 " I K��*;-p--�� __ -1; f\\\\ __ i- - zz * 1. `�. 1, ; i. - - .1,:_: , __ __ — ­ + � — -- _;.�.�, %.. - / I hi =�\q t',�', 747779 . � CURB __ + + \1/ \1/ \1/ /- --J,L- "', ,�, I. E. ­596.57-7-�7-11'5,) I . , , - . . .. - 0\ t 1. --v ; __ - -,--. --7- " - L ,_�_ I. E. =.J,gj 691\ __---- . . -- - -A� . . 11 - L -----.&. - __ - --- __j \ - ____ . _� : __ ��Vwrl,;W_s -_ : , , - -- - I - __ -- +-+--, - __ M; __ ---- --- w_­__ � .... — �; =__ _,W:�_ , --- __ ­ - - . - .. - I - . � - - I � � r�;�� %, . I __ a - - - �� a-_ - - - _ ._ . . - - __ � I r __� , - I I v 1. I = � � � � � U'r � __ - ­ - - _ ___ .)�!: - k, — __-__�_ . " �;;� . . I I : t x1s tin UY , �� �� ___ - . . . 11+" - - - �_ . ­1 I � - - :: ------- .. "7�71 , I — - —, — __ ----- I 1,.­­ � -11 ­­­ - ------- p ___ 1, 1_ '�.. 1.,'-.�J94.25 Q. IF. - _3_9�r,e;f- ­ ---- �-- ­r - ____ __ — — � � = __ __ :, ".... , I _8E_REM0VED ---t7t�=jq5. , F7� . A___�� �- - - _w r. .. .1 .. . � - _____ i \ - ---- E=j .\ M 6.0( `.-.-..� "' : 'f,. \\ -C — - - t . I : I 9j. I I I S 8 8,'O 2'5 8 " El — - X TRAF C I - ' DITIVEWAY __ J - - M ., � � - , - . _a::,__,� I Irl i X -70- LF 18- JGPEP_ ��i I - � CONN TO 11/ Ex. C5 Lj til -, �� I . ....... U -- - SIGNAL — ' ' - ',�:,_ "I., I V, ��, . — . \ ___ \ __ ---- L_ PM�CITY OR RENTON ' @ 0.24% _____EX_ CB _.___j1 — Rl�n = J9 7 22 !�, ­ - . I — __ 1,1�. -.'_.'J-7. ,. I .1 '. __ - " 1. I - /. E. = 39J. 52 (18 "A/, W �) . G- - -0- - --__0_ - j : I.. - � - �, — 4�_�- STM06RDS- - — * " - , , R, ___— 30' -DRIVEWAY , � 1�_ - IE=392 � ��'..�: ... . i.6tg I 11 , 1, . , 1 ` . . I —ixisfi�79 Tele. MH — SEE NOT I 1 , . . , 2 ,� �11 , , __ - __7/ 0 — /. F. =,39J. 5 7 (78 "S) 9 . . - L --- 's - —­- ___ ", ,!, __T�W— — : — .- - _�� " .. . - . � - - � . L 9-4 " C�-_ / PER CITY OR RENTON - __\__ __. �4"V:v ;� , - __* !" :i��-- -�,�, _� . , - - - — i \ — __ __ II_ — I r . . . ,.! - . 1. - STANDARDS- I \ — — L -:�c , ------ 1�., � � tocation ApproxiMae — &_ - - ;4 �'- , - I - ______ . __ _M7 11 ' 5 -- --- _ , "E'... "'. I I I 1 I I - L ____ - :_�� - - - --L--- - BE FF-WEROADWAT — 5 REVISED PE+MffTRAN0E- --BW— - NO - 6/11/98 �-:­:�* _­ , � - - ---- ? ------ — 11 — I ,�-..'�­ I r . — , _____ \�_'a ---- IMPROVEM ------ FOUND S6RFACE MONUME �',,'�.r L ,­�­—­— T ­7­ 7 __ 1 , - N-E_ 4th ST. — (S.E. 128th S 5NrPU1a_F;M -------- __ _- _- --- S -__ L / -4- _C,_Q� , . I\. i . " 1, —:.:.--;;.:-- � - _j� CT.- 1_��-�j ----- __F_�MH 4 REVISED PER ANCHOR 2 AND SHOP A JGH . DKB , , I I /1 \ 4-17-95 77/�_r9l/_ 5J, ------ ----------- . �,-� ��,'_ I � � I WOW ItQIE 4TH MEET 11 r r . � ,.�, , I L : i Z�"-' � . �N : , -------------- f -------- /�E.= full of woter , " ., L . __ -----L-- -------- --- 11 .'��' dl � T. _4I ...... __ P(f)HI - - - _ 3 REVIS IT REVIEW JGH DKB 5/13/gfi "�11q. !�, � . 5,L� "'' , ' ,, I I " .1 I r� -1 __ I ;,(Qw�-_.-:uw- --_____� .... . . ­ k'� ----------- � ,n ­ I .1� � I � �- I ------------------------------- 0 OV,-RF�0W=J95-37 (18"5) I I r I , . I;, _. _ r I , . . � I I - I �'�­" � " �1� I - r- . I ! 11 ___ ----------------- EW r -5 ­ �_ - �'­­­" L IL . r , : IL I I I i ,:R , t� _,t, ' 'L I �, I I ; r' () it 2 REVISED PER CITY REVI BW DKBL ./$/98 " "' '', I ' , I L , L � i 2� _T - - 1i - - - ", ,_.­�, , , _ , , e., "' " " �' _ , * , , - ! . � r I . I r 'I � , I JGH , DKBL �" I I ! ! ! I 11 1 REVISED PER CITY RE\AEW 3/25/98 � __ � I. "' �.,___ I " _ , � - , I r - - -,1 -1 - , . . -.-.I,- - ,__ I . L! L - .. _. ,.._. I - I I . I ,-.. ... ,- � khll� 0Mr1C1v1%kI - _. ­i�! . I . � . �, 1. - I I I _. . - -1. . _ - � . I 11 I , ,", : 1 , , . , 1 _,._ , I I . �_ _�_. IAI, - , _. I ;' -gml.dwg Date/Time, 06/0 I / 1 998 10:25 Scale: 1=40 brianw Xrefs: Z61 I 6-A,Z61 1 6-S.Z61 I 6-T,Z61 1 6-Bj611 6-X2, " , - . File: R. _. .1 \sdskproj\6116\enginep6ng\611 6 1­ . _ I , � I , I ... .wl F I - I � . I . .1 ­,� I .. � - I I . . I , I ­,", . . I . � le' I - �­ � I ,,,,, . . I � . . - . -, ,­ I I �, �_ � � � % I -1 , _*p " : - 11. I - . . I - �­,� . . . ,!: I .. . � I I I I I.F." I �� . , . , . I I I � .11, I , I � :., �',': . � I , , I 't , UAM . � . . � � I I I I I ;�� I � I I 1 I I Y,. E3 t I ' ,�j Wks'///� <, -, ,C 'A f- I Ln 44 = 256 2 ,�,4 "k- I � " 01sl A L e"% w Cf) 0_1 w I-: =) CO Z w > F< 00 V� w 00 cl) CIO %—.- Z:� 1--: w Cn z Fw 0 Iq z w �u. dr—_ 4< IL I 0 I 0 . . 0 41. dir- uj �; 0 :2� 0 �_ < C1 0 z 0 < _j z _;�( I rL w () < z 9 0 M ir 0 �_ Cf) 0 z .< 0 z 0 < 6 w () Lij _j L I w 0 � CL I.— Fu �4z f r_ _9:� :2 0 z _<� _j I: 0 :E 01) - _17 0 0 I-_ z — � i:) E, i� 0 Z LO V) :� (n n- _J Ld ;q_- =) x M z <L Z L-L-J z L.L_ n :2 Ld " ;� ff') " " .0 0 CN 00 (9 af 0 00 C14 r__ = > 0) (0 00 cr z z LIJ Lj (`4 < I I LA - � Z (_5 :i-- Lr) Ln (_.�) z Lr) C'4 " � I. -I e ,,, e­� M L . C14 z _j > � 00 Ld C) > ct� C\j =) � '' � �� 1__� ,_." 5 IV)- I t ,� , - i0ppj'­N7- PL,% __ � � - I ' 4 Yr OF RENT01, I 14 0 *OAf/ fAY 1 () 1', I ,39 - I �, �� I ­. ,�� , , ­ !�D , A- -- ICEIV 0 1 IT I z I T. w 0 -;zl . 0 IQ, I �_ , Is .O r 0 '0*4 I . CITY OF RENTON E>E=-PAF1-rME=-NT C:>F= 1=UBL_1<-, WC:)F=tKS ____ - I 0 GRADING AND STORM DRAINAGE PLAN z I . I - M I I . � � 0 X-60*0 — DATE FLE NO. _-) " ' .--.--------.--- - -_ � DRAWN - I . I >W�l � I SCALE 1 *=40' RELD BOOK ______ PAGE , _ 1 U4 / , I —_ Q / 01111ROVw DIRECTOR OF PUBLIC WORKS ___ ,SHEEr_Z___0F 9 M / I I- � I / � I ,\/ _q9 — 0 -71— 1w t 511tAK VAI t KUU ANU "IVV . . . . _ .:�% ...; .:...... 1 -- - -- - . - - - LjW _ W V/ V�TW-399. TW-39950 HANDLE d �- :...:. _ h A ! - ... MAX. W.S.: EL=398.50 .... .... :: :: z > BW 396. 0 ( 8W=396.00 d .. _ - z - .. w 1 24° BAFFLE RETAINING WALL r . . . .... w :: 0 DEIGNED BY�OTHERS �' U) r z p° ..: ... I ... CELL #3 ... a � -396 50 4 H OVERFLOW ELEVATION - Q o f�B I i„� D STAIN G WALL 12„ • . 39.5 '. STATIC W.S.' EL=395.00 a.5 z � z w 0 PROVI E D NTI N d _ w s D �—'j AND OIL SEPARATION N N OVERFLOW EL=398.50 EL=398.50 POND ;130TTOM:. h' . p cV oo a ELEV-391.00 .. . 'b' 00 cv f� ? > SEE NOTCH WEIR DETAIL p� cD co z EL=398.16 RROt54SED :.:: :. ...: N Q I i w w _ PIPE SUPPORT TYP GRADE : 3 � � 5 Z 4 90 cV C 4 _... _................` STD GALV. STEEL OR w -DETENTION/WATER QUALITY EL=397.48 (D cD > ALUMINUM LADDER STEPS ' cv z 18" RISER IN CLEANOUT GATE SECTION 'C'—C' PROFILE VIEW w ��,, s POND DETAIL CONTROL STRUCTURE SHEAR GATE, „� NOTCH WEIR BODY BRONZE MTD. SCALE: HORZ: 1 "=20' VERT: 1 "=5' r OF 1 20 OLYMPIC FDY. STD. OR N .�N/ , c�VrL,N "' B) LEFT GATE, NOTES: \� K. 8A4 �.`�j Sam 0 %9 _ 0 10 24 44 » , • C C/i-LG, WAS �• "✓ �9 # / p4 Ij ti — 2 Q CASCADE OUTLET 18" 1 PIPE SIZES & SLOPES, SEE PLANS. ) ` CULVERT INC. � 4 FRAME &LADDER OR STEPS FOR APF'FIlOVAL' p�,�� t d�<� J � �/ ° SO OR PIPE 2� OUTLET CAPACITY NOT LESS THAN OFFSET S0: BY ,� S' o z V�U 1� C) OTHER DEVICE COMBINED INLETS A) CLEANOUT GATE 1S VISIBLE "' Z w APPROVED BY 3) METAL PARTS: FROM TOP. 8Y x ENGINEER A CORROSION RESISTANT OR GAL- B) CLIMBDOWN SPACE IS CLEAR OF 25672 �? 10 MIN IE=394.79 ) VANIZED OR ALUMINIZED TYPE II, RISER & CLEANOUT GATE. �FC)StF��� ' 4 ° o B) IF GALVANIZED STEEL PIPE, C) FRAME IS CLEAR OF CURB. .SSlON ���\ �b► �yJ FLOW DEPTH=0.2 MAX _ _ _ _ _ I Z HAVE ASPHALT TREATMENT I. 5 STRUCTURE SHALL BE A TYPE II L co IE=394.79 12 d N ) CATCH BASIN MINIMUM. EXPIRES TOP OF BERM EL= 396.00 18° " TOP OF ROCK EL.= 395.50 G CITY OF REN t ON Q 0 6" MIN 3.1 00 0C� 00 0 00 00 d �'• 6 MiN .,, BOTTOM OF ROCK EL= 395.00 d RESTRICTOR PLATE r f�EPARTMENT GAF PUBLtC WORKS " ..: oz W DRILLED ORIFICE 6" MIN. DEPTH, 2"-6" DIA. d EL=392.79 54" N QUARRY SPALLS ° `� 18" RISER 1 7/ 16" WL 1 DETENTION POND PLAN ° 1 !sue OVERFLOW SPILLWAY DETAIL Ln CB #23A - e�c�� O .. :. NOT TO SCALE °° I-54� FLOW CONTROL MANHOLE 2' REVISED PER CITY REVIEW BW DKB 5/8/98 DRAWN" "° TYPE ( ON 1 REVISED PER CITY REVIEW JGH DK8 3%25/98 lCCED _ SCALE 1 ° = 20� FELD BOOK PAGE , _ /�� .. NOT TO SCALE � -- �✓ NO. REVISION BY AMR DATE APPt9OV® oiaecToa of PUBLICwoaxs SFEET—__—OF 9 m Fife.: P: sdsk ro' 6116 en ineerin 6116- m2.dw Dote Time_ >>/01 1998 10:28 Scoie 1 2 brionw Xrefs: Z6116-A,Z6116-S,Z6116-T,Z6116-B,6116-X2, P 1� 9 9 9 9 f /.:: �N i I I I f j o v Evergreen Trees Min. &'-S' ht., full a bushy Pinus coptorta Shore Pine to base, BaB I i C G j 11 Thuja plicata Western Red Cedar Pseudotsuga menziesii Douglas Fir 3,4i�' ' L.L. DRUG C ; 1 I I Large Shrubs Mip. a1'-24' ht. a spread, I j T NING LL Arbutus uneo 'Com Dwarf Strawberr Tree full a bushy, BaB or container. 15,000 5"F' 0 F C ANS4 40R � i I G � ---- --- � � �� dacta' pBerberis thunbergil Japanese Barberry _ 11 i G c,�- -- -- Mahonia aquifollum Oregon Grape 400.00 38'�02 "F" X cn I e 0 Cornus stolonifera Redtwtg Dogwood 0 W I f G o c - _ @ Ilex crenata 'Convexa' Convex Leaf Japanese Holly e Opel FF = 400.00 I G - ---- - - - _ l.0 i '' /� _ __-- _ ~�� Small Shrubs rain. 15�-18' ht, a spread, C / � a full a bush BaB or container. m 1 / r 1 O Abelia g. Edward Goucher Edward Goucher Abelia 2100 5 G ` 1 I ® Berberis e. 'LJ1111am Penn` William Penn Barberry FF _ 00 u G 4 CELL Euonymus a lata 'Compacta' Compact winged Euonymus o ® Mahonia a. 'Compacta' Dwarf Oregon Grape Cistus hybridus Rockrose Pinus mueo 'Hugo' Mueo Pine i 4OUfR WALL- - --_.- -- / 2 Chop � Prunus 1. 'Otto Luyksn' Otto Luyken Laurel ORNGroundcover 4' pots a V o.c, triang. spacing, Arctostaphylos uva-ursi Kinnicklnnick or I gal. coat, m 30' o.c. Start first row 12" from edge — Y Vinca minor Dwarf Periwinkle of curb or planting bed. JJ7 -1Native Mix 4 pots a l8 o,c. trlang. spacing, ® M14\ - - - - - - --- - - - Polystichum munitum Sword Fern or I ea 1, coat. e 30' o,c. .� Mahonla repens Creeping Mahonla Start first row 12" from edge Cxauftheria shallop Salal of curb or planting bed. Equal ►��P�/�+��� _ qty.'s in groups of 5-i of each, Seed Lawn See specifications j 12,8O0 5F. DECIDUOUS TREE FF = 400.P0 �-- U V �- — — — — — — --- �,, G I/2" dia. BLACK G RUBBER HOSE C I 12 GA. WIRE GLj �► (3) 2X2 D.F. STAKES C C C G ® ( INTO SUBGRADE - 2" SPECIFIED MULCH FINISH GRADE TOP 1 3 OULL F AP OFF —I I 1—III } I III=I I ROOiBALL % PLANTING BACKFiLL \ ----- -----' See wetland mitigation work for planting in this area. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++.+ ++++++++++++ + + + + + + + + + + + + + h + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + ir= + + + + + ++++++ EI+O�, T D+++++++++ + + +UJE'T+Ai�lt� 5+ + + + _ _ — — — — . . + + + + + + + -- -- + + + + + + + + + + + + + + + + + + + + '+ + + + + + =— EXISTING ++++++++++++++++ + +WETLAND5 + + + + + + + + EDGE + + + + + + + + + + + + + + + + + FFER + + + i + + + _ - oT4 --- I BREAK UP SIDES AND BOTTOM OF PIT. DECIDUOUS TEE PLANTING NOT TO SCALE POINT TOP OF STAKE TOWARD PREVAILING WIND O U- 2 x 2 HEM -FIR 5TAKE DRIVEN TO REFUSAL w }- SECURE to TREE WITH w Y 2 STRAND5 NUR5ER- - MAN'S TAPE, w 2" SPECIFIED MULCH (ri N - FIN 15H GRADE -III I-=11i�II i%— Ifll-lllll�; i PLANTING BACKFILL EVERGREEN TREE PLANTING NOT TO SCALE PLANT SHRUBS AT SAME GRADE AS NURSERY FOLD BACK or REMOVE BURLAP 2" DEPTH SPECIFIED MULCH FIN15H GRADE S a B or C.ONT. 45 SPECIFIED PLANTING BACKFILL Scale: 1"=30'-0" Date: 3-24-98 Drawn By: A.J.R.. Checked by: M.A.W. Revisions: 51TE REVISIONS 5.1- Ja rrd LiN 1 X PRELIMINARY DSOPLANTING PLAN I A PORTION OF SECTION 10, TWP. 23N., RGE 5E., W.M. I� 0 4 �+++f+If ;ENTRY ENTRY i----i-------------------------tom ---- -A n 'F FEME 00R., x W 1.66 PJ CN" E ? t ( cxrstin CO �r LIST Y� E.NAME 77 ;O ENTIOINF FACILITY NTINc "PER _KING ),NTY DRAINAGE z HNANCE MANUAL 1217111 �JJ O 0 TREES: LIQUIDAMBAR STYRACIFLUA / SWEET GUM PRUNUS SERRULATA 'KWANZAN' / KWANZAN CHERRY PINUS CONTORTA CONTORTA/ SHORE PINE SHRUBS: ABELIA x 'EDWARD GOUCHER' / PINK ABELIA JUNIPERUS CHIN. 'PFITZERANA AUREA'- / GOLDEN PFITZER JUNIPER ILEX CRENATA 'CONVEXA' JAPANESE HOLLY HELICTRICHON SEMPERVIRENS/ BLUE OAT GRASS PRUNUS LAUROCERASUS', 'OTTO LUYKEN' OTTO LUYKEN LAUREL`,. GROUND COVER: HEDERA HELIX/ j IVY i E ERICA x DARLEYENSIS 'FURZE'' / HEATH i I Co Is CD , SHOPS'A I uj / I -, II uj i -+ I IVY Co (TYP.) I / i I` / E CD II o f z II � I I � • o L4 Z I E [ + + + + + + i- + + + + EXISTING WETLAND `: I I 1 + + + + + + + + + + + + 1`.1 1 r + + + + + + + + + + + EDGE I ! + + + + + + + + + + + + E + + + + + + + + + + + 911 t ® o Mfffffff IHilffff c I I —� • + + + + + + + + + + + I r I ® . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROPOSED EDGE]~' k r OF RELOCATED WETLAND + + + + + + + + + 'EDGE ra IVY 'Q I , , + + .. + + + + + + + + + I > (TYP.) I I _ + + + W L14ND, VYETLA ,f : i' I € + : L-----I-------r / 25 +++++++++++++++ WETLAN I 1' € BUFFER + + + + + � -�� 1 x.s -•EE- + + + + + + r+ i , 1• i E,,t. ,r i t EA LIVEI IVY + + + + t" A 88'05'4E? r ,` (iYPIk .) x + + + Ntw. 1 - °A - ��.�i : !� '� - - -... ........ _ E t`. ' .•r -� '..gam r r' �* IVY .. > . _ .... _ C;L 3I''E c t?t°+aTFE}c'TIO�d, `,'•'EL! 1'r EASEkV:%€ t (TYP.) __ —.. _.may ... ..,.1; <..,C..*�:: c7P,c:✓7 ,4�Er�; . � fit�'..r , : �i ;G f"ZE ORIAN'; No8 :,051l........ ....._.._... E% - C3L 9 `r H EE f AC wq. S.E. th ST, -J _... ._ ..... r- UR'FAGE r0N_!tv11 NTN:.._.._.._ ..___... ........... ,f P c% ✓ _ .. - _.._.. :._..... E E SIZE CONDITION 1.75" CAL. B do B 1.75" CAL B do B 5'-6'HT. B&B 18" - 24" CONTAINER 15". - 18" CONTAINER 18" - 24" ' CONTAINER GALLON 18" -24" & B 1 ROOT CUTT/INC FLAT 6" 4" POT 1 GALLON 4" POT i SPACING AS SHOWN AS SHOWN AS SHOWN 4' —5' 4' —5' 30" AS SHOWN 3' 12" 18" AVG. 24" 18" QUANTITY 37 18 35 181 117 10 40 139 COVER COVER 170 COVER lac IT y- ,NNINC, CITY OF HEN-, DN REMARKS STAKE AND GUY ONE GROWING SEASON, MAX.; NURSERY GROWN FOR STREET TREE USE, 6—FOOT STANDARD STAKE AND GUY ONE GROWING SEASON, MAX.; NURSERY GROWN FOR STREET TREE USE, 6—FOOT STANDARD STAKE AND GUY ONE GROWING SEASON, MAX. HOLD 3' FROM BORDERS HOLD 4' FROM BORDERS HOLD 2' FROM BORDERS HOLD 3' FROM BORDERS HOLD 18" FROM BORDERS AND OTHER SPECIES SAME HOLD 2' FROM BORDERS AND OTHER SPECIES SAME �J V STATE OF REGISTERED APE ARCHITECT e H. BRUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) i"\ W w .--� 00 w 00 (j) 0 %%-Ie %—oo w r nF" (1! I- D �- W W U— O A LJ4 Z U � O ._..) L, = 0 U f— Z ] U z3 V) W x �= Q zw wCNJ3z Qr� N N O N 00 0 L � 00 N r— Z — z 0) CO 00 iz N I I w �Qr-.— z� 'S V7 v7 5 z 'n � � w L CD CD N z 0 CD J w sqt>> Z W 2 o C CITY OF RENTON 1 EPARTMI=NT ©F PUBLIC WORKS j 6 DEStIGNED DRAWN MTS DATE 6/26/97 FILE NO. CHECKED DKB SCALE 1 "= FIELD BOOK PAC DATE APPROVED — DIRECTOR OF PUl3UC WORKS SWET Ll OF-1- File- P\-,Eisknrni\6116\enaineerina\6116DIl.dwa Date/Time: 11/19/1997 19:52 Scale: 1=40 BruccM Xrefs: Z6116—P1',Z6116-PB,Z6116—PA,Z6116PS1, I B Y I APPR.