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HomeMy WebLinkAboutR-382205W D O U W J LL Ld Z C) D LL_ n wj O L N 3 CV r .It N 0 I C v a- 0 U) I n 14)i 0 a- CP .L- N .0 tT C w 4 n CD 0 1-110 l N Itd- 0 N � 04Q Q Ljj U- L E.) . r 'TRANSITONT-0-' AH Yk-- ; 419.30 EX. 418.80 iI o OG PLANTER STRI 'Q6, -, -, ,,,,,,. __ ...., . r ,,, ,,, ,,, ,,,,,, ". .�o 419.8 ' I ti 419.38 L L I CURB TRANSITION DETAIL \,da ,.,.,. ,, ,,,,,,,,,,,, ,.,,,... l L I } .v,-,. -w, .,.,,,,,_.. ti . Y \ a i t O 0 11 "v CSI I r -�:,, ..., ,...., ,,-.,,. u 4 { ,. Y I t 11Y 4, .11 ASPHALT TRANSITION RAMP 7'X9' 3 ST1 IL A :19+31'.53 ;1. ELEV @ TOR.:439.43 r ELEV @. BOR.,:430,80 a S :, , r ` _> - ...-. 1z III L Q - , 7 2 CO C. PAD W `3 r ADA COMPLIANT I ( TR NC ED DOM a t x, :� k11 -\ N ,. 11 WALKWAY TrXIANSITION DETAIL 1" =5' . _ .. (:`ITI' OF RENTONRENTON.._.____._...w__.� �.<_W. .r-- '' t'.r f � r - --" 11 .4p :r v d , Date: ! • Approve b y, ._ ar______ Date: __ _ Approved by:..-- Date:-- I t,-� ,• , , . -, �11"s. 1., 1 ."." 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SEE SHEET 6 OF 11 "COMPOSITE UTILITY I I ` PLAN" FOR UTILITY CROSSING INFORMATION I I { 11 I I ,. - I 4, 11 GRAPHIC SCALE , �` I s �' , I „, { 11 i I ; I " '..r I t INCH = 20 �. 11 I LOT 1 [ \, ( 11 I LUT 2 I I --- � -- ---1. -_ ��v, rr 10 998 S.F. ` C l�Q � + I '` 11,000 S.F. "+ .,.... 1� ", . toge`C UC.� ( FF.:424 I w { I w I _ `'%'\ I `{ , r MAX IMP.:3,100 S.F. I I i I `" "r r :�; ,11 4 Y' '... j.., { 4 :: I ^ MAX IMP.: 3,100 S.F. . �h tn, �! I �, Y A. Y ,'v-{`4, , T /fit �/� i1, Ir.'.t, kIleYy , „ , ti , / . -' 1� 1 v ( N V I I ' , J -.1, •. ` 1\„ , `i` (•` "'rI `n . , . y11 w < I- 0 } 1 J1'� h 3 i °x. i'� m -j I i ���M� .G,,hu i t 1 ., co ;,11 - '�11 'CO I toI I m I m ``� CO 11- , " ,�, I m I I m ,�r,r' s11 ;n in :,,, CATCH BASIN I�0.:1 it) I ,w I I ( ( t2"" ,,,; ".)4e,:4 W/ SOLID METAL COVER I GX�'S't"'�N6 SWt�L.L� I { I ``' , � \J., �''`` ;{PER STDP 200.00 & 204.10) I r rX A..--'' `'I ��r " STA.:9+fi2.56 23.x' RT - - x I �; I { I N b,�;�. { - r,. J •. 1, "fi t n, , J RIM.:431 (MATCH EX.) � r ��.. { I ':'•, t.�,, ,- �„ LOT IE 12" CPEP E.:428.29 j< »��� ., I _ f I DRYWELL 13'0 X 6' D I I -r''"' i 11"t IE 12" CPEP W °428.19" I 11 I I W/ 1' SOfL COVER ' jr'' �a 21,102 S.F. `1'� hf$- _ 't0 ; "'i J�'1 ` ALL�ROOF 5& FOOTING , I I PER KING COUNTY FIGURE C.2.2.0 I DRYWELL 15'0 X 6' D fh y r 1 MAX IMP.: 5,402 S.F. r,�Y I I �,N Wf 1' SOIL COVER PER ` DRAINS FOR LOT 1 ".,.b� L�., r.r `<. ` kRYWELL 13'0 X 6' D NS ` 1 ARE TO BE TIGHT LINED I I I KING COUNTY FIGURE C.2.Z.G ` r -[` ( N ` W/ 1 SOIL COVER r °, TO CATCH BASIN i �a',i _„� C # l ( ER KING COUNTY FIGURE C.2.2C "'' I I ALL ROOF & FO( iTING DRAINS r � 2� CB (TYPE 2-48) N0.:411 I LL ROOF & i=OOTlNG { - FOR LOT 3 ARE TO BE TIGHT LINED TO , i;` C--- 30 BSBL W/ SOLID METAL COVER - - - j I CATCH BASIN..11 11 (PER STDP 200.00 & 204.10 - �` - - DRAINS FOR LOT 2 __ 30' •BSBL �, �;3 L" I --1 L - r., "- "` ' CULVERT W/ DEBRIS BARRIER ARE TO BE TIGHT LINED CATCH BASIN N0,:1 STA.:12+15.11, 23.96' RT - - - - - - _ ��`" I ,, f TO CATCH BAStN ` ''., - W/ SOLID METAL COVER - - - -�' `'` (PER STDP 223.00) RIM.:420.16 €\ J t is .,"` ! - - -� STA.:9+22.53, 18.98` RT PER STDP 200.00 & 204.10 IE 12" CPEP E.:413.68 ( ) 3. 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STA11r,.:9� 6.60 � : "-=:::. , , 98 84 L - • n i ti t e u y } , a ' , r 1; : , y 77 t tl�-- y,. 4 •�r• ' ,v..r,. ., ,,,. --.., v r r .. ,k 4- i.. .S� i 3 ...- +tS ~ � c ,.... ,.. , -til... E,: r �' ��• t i>" t �„ r 5 ,. a a Rr F` Y ��/ 4 ) a111 "w} a ` -1 I 2 ( � j'v c S, i"` 4. t x t : y i, 3. 4`r i t s 3 xS .' t `f a , .A V' �4 rS h '�,.,1, ry } )t ♦xr.� JF .£ t{ \v Y v +rJ 1' r > :'< < , `w I 2 �.. 1. i 4 •. f t, .. ..r 4 . .e , � ,u< a a ` tt s ' i Y 1 It l,'\ A, �• 1 V. y 4 S Y` 4 6 C 1 Kw r l+ < j. T , F'' rt A HBA .�• C C SINN .. , b •3 I r y } t.,a 4++, I "F �� fF J" r4 }r 44 •4 r i `t -5 `� VA > c W/ VANED GRATE r 1 5 f� r' -,w. I ;xt i f�� V f PER ST .. �. DP 2 �`, 0 00 204.20 a , ..� , ( p J r>, ({{[ L 1 t 3 `.,. 'v" % 't $ STA.:12 15.11, 12.75 RT I ' RIM.:419,28 i _. -.., ,, • _, -,. IE 12" CPEP N.:415.28 �. , .�.,�ti.^-�•� I �f <- 3 I i �'��//��;. 1 CATCH ASIN NO.:2 1 y xe'> W/ VANED GRATE IIs 3 ,. , , t , , r (PER STDP 200.00 & 204.20) • r x �. ti x t t I >- ,- . r ,, , (- STA.:9+62.56, 5.88 RT I I Q o S I RIM.:429.50 u.. Q IE 12" CPEP N.:427.19 © I = "Pe� = I I i� w 30' A � 30' } i SHORT PLAT SUMMARY PROJECT AREAS LOT 1 10,989 SF LOT 2 11,000 SF LOT 3 20,000 SF TOTAL 43,400 SF PROPOSED NUMBER OF LOTS: 3 ZONING: R-4 NO CRITICAL AREAS NO CRITICAL AREA BUFFERS NO STREET DEDICATIONS NO PRIVATE ACCESS EASEMENTS 4.10' 13.0' .00 6.40' 26' FL TO FL wo w z � j J I =) I <t 0_ z -1 N W w to EXISTING `� d ASPHALTO -----�- ROADWAY a- 2% --__------ --- -_--_________---------------------- EXISTING CONCRETE CURB & SIDEWALK X Al .. . WA5 .*t .1 kx , I 1 PER Cl1Y REVEN COMMENTS 5628 Airport Way °. 2 PER CITY REVIEW0 LAB COMMENTS ele, WA 0 3 PER CITY REVEIN w 'L 4 PER CITY REVIEW COMMENTS (:206) 420.7130 o� 31LL C 0w =0 N�l Am a F (206) 4> 7-4469 �'� . �ti S PER CITY REVEW COMMENTS I'M'S qj & I Im %X Survey- iVill - Structural � NO. I REVISION 6.60' TO FACE OF CURB 2.50' 1' 1 6" VERTICAL CURB & GUTTER ---.,, son - -7 4"ASPHALT CONC CL 1/2" OVER 7" CL 1" 6"MNRL AGG TYPE 2 (95% MIN COMPACTED DEPTH) . . ' C� O O - Q d 4 A. 23.40` dd 00000aoo` ..,r.,,..., -.<-e«....._.,... >•, ,v......,,-111-1----.-----,-,--- 4 ...w..,n,..,.. ' ,....,........ ....... .....•._.»...e„ , � y --' _ `� 11 .ar. ..� _'''.y, �, rpt 'x . a4 \`.vS" : C'4, : d ••fir:. % 'x'' u`s`a.'ziT1, `,i: ry' .. <, .R: -ix. 2.'y:¢�'ry4 /.•,. Str';, 1; '(;"- rry„`Af y ,, aft-,<.-;, `"\"` �C: s^;-,a<,,,.:a o?`�tt:,x,A,,,, ter:•\. ri ,v-, , x L:` •. �`C'G;;;.. arc-r..�t t,.. ..x.._s„xs' 4-1 _ _ _ __ ___- Z. , - ., 8 0.00 5 ; �, C;1 � z TYPE 2 RB Dt 7tVC,Wfty 1% '11` 0 •1 f PER Q `� Gott. 11,0 3 STA.:9+49.00, 6.60 LT , : � s`Z�Z�t 4111 ` :>tr t i r i i ': .. t i as r K 2 ­ff .ar. ,Wrs,Q \ t f.: !w `r a. 4 �n In �^ s: .,5,,, ..., Y ETE F , �� Y++ 1 ~_ . ` 1 .`t< �i> tir b i vv. 7 v u.� \ r �i .. .r 2` TSTM .4`.siicw;1 f7 i I ' -r....,... 4 F' „" l �lr C` M �i'aW ' `� t 5 J✓k 'x`'a'• �'i,,� Lw„ ! _ s �. �.tq ... v»x a. itr'ar i,< sr= IV `s,, 'F ,,- '11 '1�1 ` L '° i � _ ss 1 1 ,> Y M t ,�,kI rL, +; "$ r t 4�- `Y C S t fX 4° S k°S ;�.`,` a° v "" M; F,.. , F - "' 4 �74, E. Z i v "" , i -t P,'i 0 � 110 W11 3r. 11 11 o J 11, o I w I11 I 8' 5' PLANTER STRIP CONCRETE SIDEWALK 2% d 1 .44 '' ' • 4 . . ' , . A _ 9.90' LANDSCAPING 4:1 bP. FLAiMIZ MAX -\-" -11C/� / /. SUBGRADE COMPACTED TO MINIMUM 950/0 NOTES.: SECTION SE 2ND PL 1. PAVEMENT RESTORATION ON S.E. 2ND PLACE SHALL BE AS PER CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. N.T.S. sus-sezr -Cb F.F.L'k c.b ub :Tzmas Ac fva =ksPw1z*, 2 CONTRACTOR TO ADJUST PAVEMENT LAYER THICKNESS TO MATCH EXISTING R-381105 NOTES.: a. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SPECIFIED IN THE TABLE BELOW. LOT NUMBER BMP TYPE 1 LIMITED INFILTRATION DRY WELL 2 LIMITED INFILTRATION DRY WELL 3 LIMITED INFILTRATION DRY WELL b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL INDIVIDUAL FLOW CONTROL BMPS SHALL BE PRIVATELY OWNED, MAINTAIN AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. ROADWAY THICKENS OF S.E. 2ND PLACE. 3 . GR 3:ND AND dVUL tY n C.."TM LXWrk. b', S'rt Ur ---4W 6TCCT" Tb 3NSPEZIM 7 3SURVEYED: ya SCALE: DATE: VERTICAL: NAVD , 98$ iax k H I G H LAN IDS PARK S H 0 RT PLAT U 1 Q 01144) 5/12/2015 HORIZONTAL: NAD , 983/199, CITY FIELDBOOK: Adw 1 1 13 �DESIGNED:SEE GRAPHIC ,/ M AM 3/27/14 MMP 6200 SE 2ND PL, RENTON, WA PAGE: DRAWN: i, RENTON AM 10/7,/14 MV AMS SITE PLAN DRAWING NO: ONE INCH DATUM T 20 1S � CHECKED: wn AT FULL SCALE II�� IF NOT ONE INCH Planning/Building/Pu'blic Works Dept. 024-12 BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 0F: 1 i om: � C _ ��4 *z D 0 , z I z o C m ^c 9 j K m z m z C! m M --- >% Vn D T n C D ID � C 7 C C ,cn I 7 • 7m >:� �_ IC j-0 �- n� nz z M C ----I D Cn D 7 C7 c O m ^c t DS :r C! G <