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HomeMy WebLinkAboutP_Utilites_Drainage_ConceptualGrading_Landscaping_Plan_090427_v6.pdf8't rn N I ROOnSIDEWALK5.nSTRIP.PORTION OF THE SE 1/4 SF SE(;- TWN. 23 N. ~I d " o t OF RENTON, WASHINGTON P\1 C4 Opp CITE a?j o a a o n 0 a C -i G.) r. , - '' -->_ ,: N t , ( _ ) • O i\. ;.. , '-`, -,.., - ,.;.. .. d O I I API ?) i'' :' ^O ''-' SET RE AR , r ) FOUND 5 8 REBAf I I , , t ) FOUND 5/8 REBAR &CAP \ aN » 1 11 } N. LI 5' i AND C P } I \ Q CREEPINGCPQ230NES. 2 S.E. 1 4 S.E. 1 4 , } L I CRONES 29537. 0.39 N. , I a 4 POTk111ILS# 11;332 T P. o W I' 26'38"E I RETAIN NG WA L I\ I I I I I 1 0 i I i I I 0:15 E. OF PROP. COR. \ l i TOP=366 z ° as ST. JOHN'S WORT I I I I , , i S88 26 38 E 516.45 NI \ , oP=3 81 ` TOE=361 RICUM ASCYRONIIIIllJ1ITI1 ( HYPE ) Z - 1 I. 1 4 I I I I I TQE L 3 0 11 0 5 10 20 30 aQ ; I \+ I I I k \ E. LINE, W. 794 , - I - 1, i 1 ' ' PLANTED AT I T Q I 1 1 i 1 - -' - -1`- r l ' , I \ 1 I 4.. J S.E.4 \ , I j of 2 0.c TYP. S.E. 1 4, l ) 1 / _ ° . aJ / I i _ / eN \ ' \ , I I L I I I `,;- i 5 oKERY SCALE 1 30 a s Q C. R GENEVA COURT , \\ I I j 21. l i I , n I - I . i . F 2 GAL: WHITE ROCK 00 Q 07IOPENSPACEd i I I I I I 1 a I ROSE (CNIEASEMNTI. I I , , ,:. ..:. •.; '•': / f ', 2I1 1ZI I / %/ a ALBIDUS PLANTED6 I I 111 I I I ) 1 I l '10 I I t 7 3 ti DRAINAGE STRUCTURE: URE: I I 0 S Ft I I I IGI I I A ., rIo , I ? r / pW , d- I I I 415. Ft 5 00 S Ft I / , I: SSMHI1 ,4 i 5,4 U Sq Ft 6 269 S Ft # i Ia M' c RIM = 231.14 a_ Z v I 1 I I ,z, I L = O /' i I I ;` > 12 PVC E.- 22_.76 , LIC I i } 11-- - %' C to/ i:) I i I I I I W I I ! I . ,,, ; • ; l ..: ; 12 PVC W. = 222.64 Z j=Q I o 1 I; / 266 / iI I l I' I i I I ' I I I ''• I I /' i `.' Z I! I R=270 1 a i-- I__ i I I -- - I I i I , 2: ssM1IOYIOPNSACEr', I I - ---I-- - -- I I # v. 5 -r - 1 I r $ ROCKER - J I L, I . _ I - A- - _ : I ,. RIM = 278.96cnQcTO2661EAEMT! I - - - - - ! - - - I , , , l o c.c - - - - t' - - I it 7 V _ I X J 1 PVC N.E. = 273.33QOJ? / { J I _ 12„ t d. I \1 / j i ! t J .= 272.90d \ 1 i c`• ; I I I , 12 " PVC S. WWiT26IoaI \ I- QTO 2 fr : / 3: IE S" ADS - 287.75IaIII # LANDSCAPING DETAIL UJI. J- . G .NII. R o : .. . -;• • } :- 4: IE 12" RCP 23.1.74 I , ,e.l % d d 1 } 1 - ' # NTScry 1 O 276 I - ° " a I I ' I -' o------------- ------ 1b_ 1 SD = Q\ OE 3`. h 5: IE 15' ADS 225.89 pp Q - 26 r. ' T I FT -- ,,r, :- ' I l , C r.. \ 4 TOE ZI I t; ww cc 2sTR276r , RIM - 311.44Z , I rT 16 I . , , , ,. _ ., . _, ., _ _.... .F : ,; ,. RCP S. E. - 309.84 13' 13' OE 268. ,.._ ,.. _ ,. I . . , ,.,: __. .. 12ZTR264r - - 12 RCP N.W. 309.26 8' LANDSCAPEAPE STRIP 0TOE=25, 14 ' 0 F1 \ 5 F i, TOP' -2 \ \ ' _ RIM 318.46 w I > >F I I _ ' I - ----- I n l % Zgti; ' TOP 326, 2TI -U ,\ I \ .,, : ,g, .. ,,-a :I I I I - -- MP E. .317.0812' C vCJ a o 8 RE &CAP , _ I . :, . .,, \ f 4F - , 12" CMP PLW.- 316.78 . m FOUND 5 - 59 I OPEN SP CE A MII , - _-- _.__, :.. % - _CONCRETEASPHALT o I :E I , ! " I 7 5 , 1 =. = SIDEWALK6 z 2330 oE'= , I I I `, CPS 2 „>. x,900 S Ft #8: IE 8" RCP 314.79 VERTICAL CURB & GUTTER1I1iI \ r w f TOP -.260. o ' 1 I 2 - j i'' 18. \ ROAD A LIM1 I 4 594 S Ft i M 13 TOE -247 \ o.., E 4,500 Sq Ft . I - _ .__ , - .;; EN SRAC \ 5 896 S Ft I r , (ONSITE) Sq --Ft -- (:: SBL ' I15SFt \ l c r7 NTS 4 _ a - 50' ROAD & TO -.260 - - L - - I \ \ I \ 3 F I UTILITY EASEMENT p w E 4 : 1 ( 1 , . 31,5' TO-2 6 o LY tow ` -.,, `•.., ,.... ` 1. ,, 1 L - __ '_ '-_ 13' 13' 1 T o 5' LANDSCAPE38W515. _ RIP r \ ?1 0. LINE N. , 207 S. , I , 525 , a 1 -- 1 1 .6'1 1 i GATE I, H CLEVEiGEMERtE. I I 1 t H` CLIC ENTER SY TE ozo Uj \ ` I ' I CONCRETE SIDEWALKi2STREETTREES''. PER I I ;;{ , `, ` . t_,1 q• ASPHALTt \ ! I VERTICAL CURB & GUTTERI, 1 OT W LANDSCAPING _ l I I t l ' SEE DETAIL I / ROAD Aj co 1 ti ) .., OFFSITE) Q cfl t ,_ v ,•, , I l , ,: ,, v, ..., v, , ;.. y NTS rye .• - ,y :., '._. !,, N i \ s. Rw 30' INGRESS. o I J N EGRESS UTILITY EASEMENTxW8U) r... 10' I I VEHICLEEMERGENCY o.5'--- O s„ 1 1•I I ! `•i I I I _ ACCESS pvI S 1 I f CrC I 0 o -_ , ; \ 1 I LOT 1r O 1 vENTONSP059-85zcIR # o a• 1 i r. % 4 i o I I 1 ' 2% `' 29 2 1 1RA50 L TE SIDEWALK1CONCRE1I , ., I y i t - ., , 1 , I i , ' TI LI T Y A T I I I I } «. Q ;I ASPHALT TICAL CURB & GUTTER ASPHALTU11 ( I I I I :1 I « VER 80.327 0 1 i1; l ..200 11 TL 312305-9119 iREC. ! # / 0 3 INGRESS, EGRESS I I I D B1aROA 193, 801 _ SQ. FT. I ROAD B I , cC UTILITY EASEMENT i I .,.. , I'.; (ONSITE -SOUTH OF ROAD A) I 1 Lt ; I .. ,,.,, i ( OFFSITE) 2.2 ACRES c / REC. ND. 7510220588 ; I .; ; NTS NTS r I I I I { I I I II , I GRATES AND ROUND SOLID CO VERS 39.5' R.O.W. FRAMES, IMARKED "DRAIN, W/LOCKING BOLTS. (TYP.) I . I FINISHDEEDPTGHRATODEB-O2T5T3O. 5M1) :( 27 ACCESS t3 13' GRATE, TYP. FISHED GRADE -243.4± OVERFLOW FREEBOARD 20' DEPTH TO BOTTOM) _ 5' 5IIIi1f1jl :':I I I ( FINISHED GRADE -237:1± MIItr> 7, I , 6„ MIN. 0.5' 1` } I ( ) (14' DEPTH TO BOTTOM) 0.5 f o.5 k- l I I --- I I iii I s . _ 0 1 1 I I 1 - - i .. e ROAD cRA 2.5' C) Ljj I DE .,- ti' 0 c I 1 r , I' 1 , f I I CONTROL - vi1 I`' I IIIII - 1 1 11 t ', 1 , I oII _ 1 I / --- -- - --- - - - - STRUCTURE r .w... `, '`',, I I 1. CONCRETE SIDEWALK ASPHALTw {. w 1 Iy , I h. INV W.S. ELEVATION 235.25 w w w m ` °t 1 I I I ' -< I 7.25' DETENTION SHEAR GATE VERTICAL CURB & GUTTERII - o I i I• I I I I I 228.00 STORAGE i , 19I / i 0.5% MIN. - - - ROAD B INV=228.00 12" SD I I ( 1 n v y% ': A PT - 0 5119 (. 0.5% MIN. (ONSITE -NORTH OF ROAD A) 1 I i 1 I I 1 1 - MB NATI180x28COI. 0-) i 1' AVERAGE WATER QUALITY STORAGE ----- - NTS SERVATION FLOW CONTRO I i t I ICON5fIi - v 70' I''' 1 I \ , ',,I I I SUPE1 , VAULT 1 1 ,._ ;';. I I, TD. GALV. BASIC WATER QUALITY LADDER OR STEPS F WAs O o 4' AVERAGE WATER 1 1c9011 ,, II 'AVERAGE SEDIMENTII STORAGEQUALITYST i \ ,, STORAGE DE TH O i 1 i ,-:' I. D VAULT DETAIL 1 I I R z v1 \ h., 1 - O r th l . NTS f 1 11332 1 1 0 K O ,\ r w O I % \ F) i I c I' •-f , SPHALT EDGEo - t;,, , I \ , sIoo21900 = NAL o _, 1 IJO 00 cj 1 CQ , , ,i , z a' \ A rte, I iN882638 . W 1,16 .74 \ \ lc) ; r? . / I NOTE: Q k y \ Cal lb0i / ECT TO EXISTING \ / _ ONS SHOWN HEREON ARE APPROXIMATE ONLY. 1 ; C' \ { o I I I CONN \ / i EXISTING UTILITY LOCATIONSV) Z ® SOOS CREEK WATER SEWER \ , .. before OU 0 132.03 t f ` , N \ ,', I IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE1- _ o ,: I I I I I " WATER MAIN` \ / - o {n , -'- ; x '. z,. 129.12 I DISTRICT 8FDJ - _ \ - - - - - _ I c ,., I - EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER p > > r ,... - ____ - _J- I - , : 31 ; 32 RTO COMMENCING CONSTRUCTION. NO w w LU 92.9 \ S , r • T - - - - - - - - / , _ - _ ® GROUND UTILITIES PRIORT - - - STING UTILITIES ARE SHOWNII ` --- - - - - / 4. REPRESENTATION IS MADE THAT ALL EXISTINGN.:.. 2 „:.. ,_.., w_ . . 7 _w ._c., .a L _ :x I I =< " 2 - w REPRESE TA1 N , o - , o -` ; 1- 0-424-5555woo 4\ i '••' HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES o I. Io I N I I ; % '' _ NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. I I L' ,, r \ --- 6, 5 UNDERGROUND SERVICE (USA) o . 0 1 N88 26 38 W 2616.43 MEA,:,. o I I c I ` FOUND CONCRET MONUMENT CALL BEFORE YOU DIG. 1-800-424-5555. N o o y I N I ° » is \ AVOID CUTTING UNDERGROUND CONNECT," l l 1 N8826 28 W 2616.40 (RDS 1) '' UTILITY LINES. IT'S COSTLY w N M N O H 1 LE _ ," I I I, .,\ 1; .. ; 3 t/'NAIL DOWN 1.5' Z ! z EXISTING SEWER MAN f, it,, J ( n - 1