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HomeMy WebLinkAboutP_Utilites_Drainage_ConceptualGrading_Landscaping_Plan_090427_v9.pdfIIN PORTION 5 PLANTERD SIDEWALK Io VE ®F SEC. TWN. 23N.7 RNG 5 E.7 STRIP -- I N 00 NCITEOFRENTONWASHiNGTO °.a DO CKJ 7 I ° g \ tj 3 t.S ` a, , c Cv N C\ J N ct ( (1 Q a cJs r_) p .I _w p y I V \ C CC) ) O Ci O ! v} r N I \ Cf) V a c,ta tla t o N \ o FOUND 15 8 I RtiBAF API /ti ` C U j 1 \ rr, r, =y x ) FOUND 5 8 REBAR &CAP 6_ s, t " I I SET RE AR t c. N r; f 1 / i / N. LINE, S. 525' S. 1 I 1AN' C P I I „ , - S.E. 1 4 1 I CRONES 29537 0.39 N. , \ \ 11 4 POT CREEPING'. W ,., \,, ., I I ' 1 / / LS 11332 T P. C'3 ' t 1 ( I i I S88 26'38'E 516.45' I# i I RNI AIN NG WAIjL `` y TOP=366 Z 4 °: i I ` 1 I I 1 I I I I \ 0.15 E. OF PROP. COR. I\ ° ST JOHN'S WORT Q Z LINE W. 794' `+ ii \ j j I \ TOP 3 81 , TOE=361 Q E c II \ I I I 71-1"! I I ° ( HYPERICUM ASCYRON) 1 TQE=3 0 0 510 20 30 PLANTED AT Z J J S.E. 1/4, S.E. 1/4,' \ \ \ \ I I I\ 1 I { I ` I I 1 i _I 24" O.C., TYP. CA Q Q G. PER GENEVA CDURT ;~ I \ I 1 / I I i 1 I J i ` / / / 5' o KERY SCALE 1" = 30' 00 I f; , j21 i I ' \ d 2 GAL. WHITE ROCK N 0i000 WEST WALL I - ) Ft o Z I I I I J I l i 1' i1a/,OSE CISTUS Z a- 16 TOP=270 i I II I I III I I ( / x' 07 ALBIDUS PLANTED W aTOE=252 I I I I I 1 I I (I II\1 r a8. / 6,7 F/ Ic _, v ) I I 1 I L DRAINAGE STR UCT UREW I I % / ! I 4 ISt I 1 - 1 I \ \ 1.32, a . ( / 5 O.C., TYP. V Q .- , , , , I I i 5, H ' 1) / I I j j 1 I I I 5,4 ' 0 Sq, I t , X6,69 .# , I // / / / / , #1: ssMHQI . Z /bRIM = 231.14V o o / / , C , , , I I I I , I I ';}#`,,I / G JO ---------\`I,--T`\^'12" PVC E._ 222.76 Z /,Q0 i q< t " I ! % 12" PVC W.= 222,64F- V o, I/ 1S -• ,, ; '. I I I i <° • 4O = I I I 5,0' I OPEN SPA ) CE II -T ' II I RI{\- O1IC- UKaI- fR II #2:" SSMH j x o U) c\ 12" PVC SW- 272. 96L161111JRI _ 278 96EASEMENTIoOJ1512PVCN.E= 273.33 W ('4;884 Sf Z Z : LANDSCAPING DETAIL#3IE 8 ADS 28775 R) - . 74 j0( / t N I \ /' I _ a ' a' > j ri €+ I e' i I. w o> \ \\ o / / / p #4: IE 12" RCP - 231 NTS LU Q D f sDm_d, I w$„ \ I _ ki # \ 4 L 5 E 15' ADS 225.89 n F _ .h .,.. x e v s...,,. # x r.:k .,Y.. . ,. d rF r, , .,': ..:. ,,. ... ..5 r^ ,. Y`<:bia<. .:.. , iv e. sx ,.-,: ._ .,G. .;'.eJF- .. .. .,:-i... .. x...-, i. ,.. : L: • -^a t -. G VJ _.. :. ._ S'}' _... :. ... _ .. ,. , Fr. .., „_. ,i ... .T .,...W ..... w e, Sp ..- ... ,... ..,x .... ... e .., ,. .. x : l,J, 1..- I , :'r x .,r.}r s. € ., -fit. zP_ O _,r . ,.a .e., v, .rM.. _, ,,:: ,-. t x;..r. _..., .,, z, ,a.'t ,+s, .. .,.:,. x, .. E. <=rf. . ,s 7" .x. _.moi ,:..,... •?, .n. Y.. ,..t. <.. ,..,.. ,._ , .< Q WALL .. .: .,. <..x. :.; ,, w,. „:3 :: 1 .. ,~' ..,, ,,,,,ykw a ,•$:: n, .,. i.-,.. ,.o- ,a .+ ,.+sx i,,., i .a': k+: n WEST : FT r. , ,. j a2' R.O.W. Tr._`k F ' v';• C 9t.P +4k t> l \ V I ;r.+.,. e.•.. .. „ .. r ... .,. , .. .,.rrr - x, , ,r<, ...,, s, ., .. .:,_ . , ,: . .. ... ., _ •,» ,: .artM;r .:. "J / Y, +...,. <$'. „ , o-. ,.n.:,y„ ,. r. .` ,. r .1< „.:± ., .., . K: t i":k ..'St _ 4 ,. ;$. m , «r sx,x } 4 Y.. d.. .,. _..., t^ .. .....: . \. ,...; r, .,, ... : .+ a .,.:• r,f f aa Z d. C*• , \ V RIM 311.44 6CKERY a ,.. e. ... „„ :. ..~acs,. `, a ;,.'., , :._ a. s... SS R: .kk ., ,. ex. r F 53x..:, 3 k sq _J., • r .sd >.. .. a, t .::, .,. a,,.h ,.} :'! :'k• .. a+a' "''.. ,k. :.... ,. .. ,,ti, :+Y ...a...1r-.w.'1.... ,-'}K >':t fi `•' V " 1 309. 4 w. , .., ..e.,.ic:,: rt j" n•;. c -` ... SR .. .... .... 1".,- J`,Tk. .. . - 1 _ Y 313 vzi , .,. 84 13' m'r. c+ (. "'-n ..t ?d C - x :r• \ \ \ 12 - 309.26 L>J, I \ ,., < t :, #.,>raJ £ ,- ; ,•z_.a s_w.: ., ,;,,xs w ""x, t,: ;c * ,, 5' 8' LANDSCAPE t;-k$,,c,3^.. n «fix s x, .k;,7 F 2 ,.v,„: >;r.,:. ..,_'3€p?"Fr' -.:r.• .aa z„,.. ,. \ , $TRIP14I - /- [ 0.5' V % 2 0 7. Cg o.5' 2.5' v A us i_ \ I I 5' y F ` . / RIM = 318.46 o v Av , 4 o ( _ ., vI v u k^ I I ----T- --- -- I- A_A_ APPROX. T,OP 32. I „ _ 2% 29v ., m - -T v - - - - -k ,1 t, / ; ' y 12 CMP S. E. - 317.08 y' - - - - . A RIVEWAYF,r - 28 - / / h a 4IITR - - r z TSE _ l _mr 1V - - - - 12 CMP N.W. - 316.78 x co FOUND 518" REBAR &' CAP v A I' v a 3, 1 1\ 1 I ( TCm,4y t I OPEN SP CE I L CATION YP - 4 o z \ Ix r$t \ I, \ I I I 1 1 7 5 - _ „ CONCRETE SIDEWALK ASPHALT '' GPS 22330 v 2, 900 S Ft I \ 1 1 1 I u t v \ j- - 8: IE 8 RCP = 314.79I \ 1 E I _ 1 + I / /, VERTICAL CURB &GUTTER Lm y 13 TOP=2J0- i/ 1 \ ,. I j I 4, 94 S Ft , o \ I 7 851 I \ r ROAD A EN SRA E q I 4,500 Sq Ft I \ \ 2x T E= 5,; n'. E,a \ ti \ \ 5; J6. Sq -Ft I 1 <- I \I (ONSITE) 4 I Jr I ' ,,. 1 51S Ft _= \ 15 BSBL\ I I \ \ \ ,` I t\ ,r xA' S ",x" ' t ' _ \ ' ` r! tsJ \ ' ( \ F a 1 , ' \ I I ' \ - 34 NTS I' I of i I I ` \ \ \ TOP=, ? i I IIwo v O TOEi IL AS 50' ROAD & 2 j, 3 F I UT ITY E EMENT_--•-II , 101) 4L A \ V , i, I I \ a .' A \ '`• r 19 - v , J < r \ y. - - _ . . , > \ N88 .26 '3 "W v s _ 8' LANDSCAPE5155' r t, 4 ` , I 1 ,:,• is , \ \ \ -' - - ..- \ , STRIP S. LINE, N. 207 S. 525', \, \ ', a \\\ \ 2 , I \ - \ R E -Y---VEHICLE GATE ~Iz \ S.E. J w .. \ S \1 4 \ \\ e 'ITH CLIC ENTER SY TE W i _- M y v 1 I U-, IDEWALKTTRECONCRETESIDEWALKvASPHALT v { OT W QANDS APING , s VERTICAL CURB &GUTTER SEE DETAIL \ vI 1. 11 v I f // v o ROAD A v ` I;! OFFSITE 03 r 11 I J' I NTS C5z 26' R W INGRESS, EGRESS_ c,J 30rp` & UTILTY EASEMENT C tJ G CJ I I a \ 10* 10' 1 i EMERGENCY VEHICLE I 0.5'- Ln10' 10' J I / ACCESS 5' O i W o // J I 1 a I / / / / I I' I I I I I / t etc I O 0.5' >\ M W o i ( I I / f / I I LOT 1 v 1 s$#f cn o I / i j \ 20 is+'`, c .: I i / I CL,jf$ I RENTON SP # 059-85 1 o I 14, t y % 29, r, 29, 2% f \• ') a1 I j I ' O 3•s_ 50 R A \ Yom, : , I 1 1 1 1 ;;, , ; ti• _:.,.. s rr l / I I 4 I I CONCRETE SIDEWALK I I I . ¢ ASPHALTt f UT ` z? , 0. 20080 2 ,, k I y ' / % / I I I I , 3t I I "\ VERTICAL CURB GUTTER ASPHALT e i ITL #312305-9119 / ,` o INGRES, EGR SS I I ! : - ' 1C) \ \o ay rAh ! i i _ _ I I I I ( ROAD B ROAD B93801 ± SO. FT. aR UTILITY EASEMENT I i 6' L (ONSITE -SOUTH OF ROAD A) 2.2± ACRES ( / / / I ' 1 \ I I I i I NTS ( OFFSITE) i I I \ REC. N0. 7510220588 I III NTS vt cn cn 5; I I I 1' Il Jt ;...r f I It1 t,l ,+ R h +tti I FRAMES, GRATES AND ROUND SOLID COVERS m 39.5' R.O.W. I MARKED "DRAIN" W/LOCKING BOLTS. (TYP.) I I i I \ . '' 2s' 1 s'=FINISHED GRADE=253.51 5X10A'DEPTH TO BOTTOM) CCESS( 27GRATE, TYP. « FINISHED GRADE=243.41 13' 13' O BOTTOM)Q OVERFLOW FREEBOARD (20' DEPTH FINISHED GRADE=237.1± - 5' 5 U ( 6,. MIN.) (14' DEPTH TO BOTTOM) 0.5' 0.5' 0.5' o w ry ; ,## I I I Ij I I I I c\ i 1 \ , - _ _ - I I GRADE 2.5' d \ M S !;, \ \k, ai I I I I I I \'q, s o 2% 2q x I u „h•;x.$«az4`' I t' 1 I I II I CONTROL STRUCTURE w CONCRETE SIDEWALKWS. ELEVATION 235.25 UTT ASPHALT 7.25 DETENTION SHEAR GATE VERTICAL CURB G STORAGE, INV ER228.00 Ln rJ , 0.5% MIN. t F ;: I i;; ----------------- ROADBiINV=228.00 12" SD t xf9- I 1 IPTG= 0 51!.9 x_ ,.':i ONSITE -NORTH OF ROAD AIIIII ,> \. I.:J _ 0.5% MIN. j 180 x28 COMBINATI© 1 Q C \ \ i 1 II - - -1- - - - s € I I I I Q_ 1 AVERAGE WATER QUALITY STORAGE NTSIIII ' I i \ i \ \ 1CONSERVATIONFLOWCONTRO \ fi ?' I i I i2 • I I 1 1 ( I { I ^• _ .. 1 . I 'c-S-' ` ` - ' ` ` cALv. U PBASICWATERQUALITYVAULT :k1 h 1 1 I \.._ ` " L ; I,I STD. gl LADDER OR STEPS WA 4' AVERAGE WATER 0 S Y1AVERAGESEDIMENTF, STORAGE DEPTH I .1 '• QUALITY STORAGE • ty Of i9entonx 11 I 1 c o v R D VAU LT .DETAIL PinnyzoN \ \ I I I , , 11ny DivisionwZNTS1 z ,x € I I ' j \ ra c,9 •, I 11332tC) w o \ INV-r I o , , . o ~ cn \ ` \q;4 1 1 1 I 1 1 V'\ .L. SPHALT EDGE i J Sd 2,7 2U1Js219 .0 `' r' 1 S NAL C\jI / N88 2638"W 116.74 ' \ ` } s I \ 3 Q ¢ \ , \ t \ \ X c aji s \ qa ~< , ` , \ 6 \ i ? % \ \ I _ .. __ ._ ,_. , / I CallV) Ui S 5, 5 't,,J 1 . \ , O! \ I o I i i I _ CONNECT TO EXISTING {, aZ0132.03 ' 1\ ___ I \ \ I I I N cx) i I ` I ® SOOS CREEK WATER/SEWER / I ` i be I Ore you DISTRICT 8" WATER MAIN \ FD `n \ - - - - \ " '- \ I 129.12 ' c / Do \ `- 2 92.92 ' ' - --- --t i -, -- -- -- - I _ _ - _ - - -- - - _ _ / , , _ _ 31 ;'32 C. s ti I r i 00 o ° \ <R i , / I 1-800-424-5555 N \ I \ j 9 o I N88 N ! '2 \. -, `6 % \ --- ,6 5 4 UNDERGROUND SERVICE (USA) i \ - o I 26 38 "W 2616.43 ' (ME,4S.) I ' FOUND CONIC MONUMENT AVOID CUTTING UNDERGROUND O \ \ y N I N88 26 28 "W I ' UTILITY LINES ITS COSTLY w N N o CONNECT 'T / \\ / / / \ I 2616.40 (ROS 1) `' 1 , z EXISTING SEWER MANN LE C,3 Vl NAIL DOWN 1.5 J