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Home My WebLink AboutLUA-06-078_Misc.4 ,jo5 SF .. 1,,_.;.._ • --·· .... .:" .. 79.8 0 ' ' .. , i ~'l 177.981 -1 I I .· I . I ----1 I ' 20.0 B. YARD SE:TBACK I· (TYP.)' ;.....+ ........... ~! 1,· lf) 1~£Etff&r~~~: SF 5' 10 ··-· --: I 5.0 INT. SIDE ! SETBACK ! (TYP.)' I I I I I I I I I I I I . lf) lf) I<) r---L-~--i---.1! IO O' : 1:' / I I ::· I '· '· .. ! ... I 3 ' ('' j () \ . ' l I . ! " ! \ :, . l --~ !-----\---: -~; .---~ ·-; -_.1 i ,. L I ~51' ---------·. --· ./. --',!_ -.. , 1 · . 't . I (() i ~ I I ' i:r .-•. i I ·1. I ' +· L • _J. ----:-: ---... >,\ . I . , I I ~ I • f .. '. , _.:·. j I .· ) ' • I i ' t: :'-' .. 1 ·. ,!, _; .. , • I I ; I i .j. , I·. • ·\ ·-... ·-.. ----:;:· .. _____ ··-~ ··---------~ ---------··--·-···-. ~ . ---·---·--- ' ' I I Q~ : ~ I .' : ... ~ ·1 ··~ t . ~, I I : . _,' i . I I I ii I ' Ii : ; ~-· .. : . . i ,,· 1 .' : I -;...._ ,..-... ' "'' a. ' '~......, i ("J .I"'--. l[) <.b 0 " ; \o.b i : ~ .. , .. ..... . ~-. ,. ' i : 30' \ I \ ( ' .. -···-·-·---·'. ·-..... '. -.. .,_.::.._,· , ... ----· \ PRELIMINARY EMERSON SHORT PLAT Renton, Washington Preliminary Technical Information Report June 21, 2006 DEVELOPMENT PLANNING CITY OF RENTON JUN 2 6 2006 RECEIVED Pacific Engineering Job No. 05153 PRELIMINARY TECHNICAL INFORMATION REPORT FOR PRELIMINARY EMERSON SHORT PLAT RENTON, WASHINGTON June 21, 2006 PREPARED FOR Vineyards Construction, LLC P.O. Box 2401 Kirkland, WA 98083 Phone: (425) 893-8478 Fax: (425) 893-8498 PREPARED BY Pacific Engineering Design, LLC. 15445 53rd Avenue South Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 388-1648 I EXPIRES: 2/18/07 2 TABLE OF CONTENTS I. PROJECT OVERVIEW .......................................................................................................................... .4 II. OFF-SITE A.;"IAL YSIS ............................................................................................................................. 5 III. CORE AND SPECIAL REQUIREMENTS ......................................................................................... 6 IV. FLOW CONTROL/WATER QUALITY FACILITY ANALYSIS AND DESIGN ........................ 9 V. CONVEYANCE SYSTEM ANALYSIS ............................................•.................................................. 13 VI. EROSION/ SEDIMENTATION CONTROL DESIGN .................................................................... 14 3 I. Project Overview The proposed Preliminary Emerson Short Plat is located in Section 10, Township 23 North, Range 5 East W.M., on the west side of Field Avenue (140'h Avenue SE) between NE 7th Place and NE 9th Street. The site consists of 0.69 acres. It is proposed to subdivide the property into 5 lots and an access tract utility Right of Way. Infrastructure construction to support plat development will consist of access roadways (no curbs / gutters/ sidewalks) and utilities. This site is currently an existing large, single-family lot zoned R-8. An existing house is currently located on the site. The site generally slopes from the northeast to the southwest at approximately 4% to 5%. There are some steeper, isolated man-made slopes in the northeast corner of the site. Survey indicates side slopes of approximately 30% with 4 feet of vertical differential. The site is mostly cleared, and overall drainage patterns are via sheet flow across the site. The surrounding properties are all single-family with the exception ofa LDS church located directly across Field Avenue east of the site. A single- family development named Park Terrace is located to the south-southwest. This Plat was originally developed in the 1960's. The same applicant developed the new homes on the previously vacant Park Terrace lots. Stormwater runoff for the proposal will be collected in a storm drainage system and be routed to the downstream storm pipe system. According to the 1990 King County Surface Water Design Manual, flow control and water quality treatment can be waived for this small project development. See Section III; Core and Special Requirements. 4 II. Off-Site Analysis Upstream Tributary Area Off-site storm water does not enter the site. Downstream Analysis On June 1, 2006, a site visit was conducted of the downstream drainage corridor beginning at the southeast comer of the proposed Emerson Short Plat along the 30' Road Right of Way (ROW) of NE g<h Street. The Road ROW of NE g<h Street is undeveloped from Field Avenue NE to Duvall Avenue NE and is mainly covered with grass. There is a catch basin located at the southeast comer of the ROW of NE g<h Street at the intersection of Field Avenue. Starting from that catch basin, a 20 feet long 12" CMP culvert discharges runoff from Field Avenue NE to a grass swale along the center of the ROW, the slope of the swale is approximately 4% for the first 210 feet. The swale swings slightly to the south and continues for another 170 feet at approximately 18% slope to a 12" CPEP culvert. Starting from the culvert, a 250 feet long 12" storm pipe system drains to a storm manhole with a 12" storm from northeast (a detention pond outlet from TRACT E of CASTLEWOOD RANCHETTES) then to a 12" storm pipe to a road ditch at the east side of Duvall Avenue NE. Approximately 60' south from the 12" culvert to the ditch, there is an 18" concrete culvert draining across Duvall Avenue NE to the west. This 18" storm line then runs along NE g<h Street to Bremerton Avenue NE and then turns south along Bremerton A venue to a detention and water quality pond at the east side of Bremerton Avenue. The 0.25 mile downstream point is located somewhere around the intersection of NE g<h Street and Bremerton Avenue NE. For the downstream storm drainage system, please see the attached topographic map, the City of Renton Storm System Map and the City of Renton Storm Drainage Structures and Outflow Pipe Inventory. No significant evidence of erosion was found within 0.25 mile downstream of the site. The site is not located in any critical area according to City of Renton and King County Critical Areas Maps. For mitigation of the development, the onsite runoff and the existing catch basin at the southeast comer of the ROW at the intersection of Field Avenue NE will be tight-lined to the downstream storm system. According to the 1990 King County Surface Water Design Manual, flow control and water quality treatment can be waived for this small project development. 5 :1, I if L-~-"--' ' " •• ., ' ., f'. POLF W/ UC 0/H N-S / ( IO N ~ ~ •"'"' ~ ti CB <: RltJ42Q9.5 _, \8" CPEP S ;j_ •E t.'7 73 > -:, Cl I" I "- Jt. "- ~ ~, ., :5 I ... 0 ~I ::, ~I <>: ( I \ _j \ I ) / \ \_ S ... Gf~.· .. ·s ,;,;,'.~[S :/, .~·/::;:.~G9(; 9 I F.1 ;.:::·v'..;S~:::~; ~ :SA ~-~ ,; .,. = :':,8~~ ~(; ••·~_' ~-· I ,. r ,.., _; .. 1u...,. '\ ... __ " .... // ,./ 7-l"'V~ J . \ I ) f · .... ,""'-,•' "' I f . ., ... ~', ... ..,. . _'-,j ,· ; \ \ ~· H;,;:~ z;-SEA ~; ,·,.~ I !::1\,,G\, ·~ ,,, ,• \ i 'i I \ , .. ,-, ... ~ ... .. ~ • 1 • .. ' ~)"':.::_:::.: ·~-· f:, J ,.\ ,,..,-,:) ,.,;!-.," \ . . \ f. ,~·<}\'·::.'~· 1' .•·' ". -! ' ..... T't,~., --::··-,.,.. : , 1.-.: ~,L.),1 •,,..~,r-. '" ,·,.),55c ::;_; v,v ·r '" ~ 8 ---- P POL( -.~TRANS 7 ~--1 I BLDG I / r ;r~4 !>1.9€ L_~_i ~- ~ j BLOC ,.;r ..... ;,g ; <I ! < ,J I~ it!O:,~'" 11 •co,c;:i;•N .1ZI( L11· COlll" ~ •u.c~ 1L ii .c.:~ -·~ '·''( I (.al Q,f.lSllf 10• .. l'O 9',I I 1•· t (),( ,. .. ot,e H -12·~s •11e 1K tE ~!~1~!~·c ~t ~ ~ ,v .ID 1\0 -~ r GRA PI-I',... ~~ . I r L~ ----R r, ow "1 > T ft.2AA;/ tJAAINA,Gr,t; MAf> IVE l'ttJ Tli AVE .51:: ( F-re.L I) AVc. NE.) " Dl1CH ALON&] NE s Tri ROW ~T ~1vt of flcW A.Vt. n. [-i_'' AtotJC:,, PITCJ-f _.1_ . ~ _:-- .. --. · ~· . , a._.. ; . . ~ ~ \Jf"Tc.tt AWNb-, EA,T SID~ of DIA VALL AVE'.-NE. t.J ORTt-\ Of NE7 TH PL.. -1 NE 11th Ct -liH3:5 \:\.~ \ . ;_pi _ S1 -1 NE __....._/ .::: ::::\ I ) /;,--..... , \--,} I I ..I NE 7th 13..H:5- NE 7th St 13,IJ-l N~.,6tt) .. JJ . l3.H6-6 \ ••. 13,H6- l3.H6-5 / -N£. fi:thq,.Hl6-7 I-' --~ 0., :> . .g; d C 0 u d I- ,-.. d ·-.__;,-_,.\§ S! .. · Ju ,<j ( I--9 -, l \ \ f ------......... /:: ... f-' \,, ,.., \ ).'. -.,,.. .. \:.I.Mlt l \.. ~- j·~·· ' ----~-~ti ,. \ ,, .. v!•, .... , •--j,«··-·~"l".' . "'°'h '' t''.';; or.:--" ,I, "' .. , .... ""'". .., >!I.. / ,.:....-r , • <J:.. ; L .. ~ .. · ~ 1LL~-.. -· => 13Ji9;::5 13.H9-'4~ M 'i3)j9-l nu••• • lJ.H9-6 • 14,115-1 •14,116-l r4.B7-4 D6 .. 3 T23N RSE W 1/2 lfl ·a, +' ~----., ~ 14,C3-9 ~ ; C '. ,.J +'. u · NE 10th l <r , ---·--···,.. .-, ... ,_ .. ·---·--\.....'.... --·~--........ , C 14 14 CS10 '1~>c:5-U t \ . '----~ -~\ . ~ N~.--5~-~-~ ·>"' '""""'\. ., ... .; ! ' ,// , .• -~-~-~-=2 · I ) ~f / / ! I F6 .. 15 T23N R5E W 1/2 Storm System Contour Interftb o.5 or LO meten Damm: NA VD 1988 Meten P/B/PW TECHNICAL SERVICES O.f/18/06 200 4?0 1 :4800 -·, 1•.re-• 14, 14 14.f" t4I 14,f" 14.f" E6 lo T23N R5E W 1/2 5310 • • • • • • • • • • • t • I I • • • • • t I ' • ' t t t t • • • ' ' I • • • • • • • t • t t t C t « « • f ~ • ~ ·.:. -,--t -----------c ---- SECTION /5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH OWN STREAM DS PLAN FILE WSDOT ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX ------------------------------------------------------·------ 3205 53103701 !4,C7-l 2-54. Y 393.58 389.1 389.l C N -3X27 CMP 275 53102705 14,B7-5 2-2-168 . . . ·-----·-·--·-... ----···---·"··---------, .. ___ ............ ,, _____ .. , .. ., 8 ----··-----"'------~ 53103703 14,C7-3 1 3206 404.05 401.61 401.37 S 30.3 53103704 14,C7-4 R-2150 -----·-··-···----··-.. ···-· -------------------------- 3207 53103704 14,C7-4 404.05 401.02 400.15 S 12 144.5 53103705 14,C7-5 R-2150 3208 53103705 14,C7-5 403.34 400.15 399.97 s 12 111.7 53103706 14,C7-6 R-2150 -------------------------------------------------------------- 12 183 53104701 14,D7-1 R-2150 3209 53103706 14,C7-6 403.95 399.97 399.36 s -·--------·-------··--·--------·--·------··-·-------·-·····--·-·"'"''" ______________________________ ... --------·-·---··-·---·-·-----·-···-... ·---·------.. _____ ,, ________ . ··---------. 53103709 14,C7-9 7790 53103707 14,C7-7 2-48. Y 405.89 398.37 397.82 s N 15 CPEP 128 3210 53103707 ________ ,, _______ -·-·-----.. ·-·------···--·-·"'"""""-·---------···----------------------·"·-----.. ·-···---···--·-··--·-------·-.. -----·-·--,.-. ·----·---·--··""·--··---· ... -------· 14,D7-2 14,C7-7 2-48. N 408.15 400.93 399.61 N 12 221.6 53104702 s R-2956 R-2150 ··----··----·-·----·--------·--···----------·-·-·--···-·---·-----------·-.. -----------···· -------··-·· ··-··--·· ·----··········· R-2956 12 CPEP 53103707 14,C7-7 7800 53103708 14,C7-8 2-48. N 405.94 398.62 398.42 s 30 3211 53103708 14,C7-8 406.34 403.49 402.91 s 8 36 53103709 14,C7-9 R-2246 -------------------------------------------------------------- 14,C7-9 2-48. Y 404.84 397.82 396.99 S N 15 CPEP 142 531037]1 14,C7-l l R-2956 7791 53103709 .... --.. ·---------------------------· -,-----------------·------·-------- 3212 53103709 14,C7-9 1 406.35 402.61 401.57 S 12 147.3 53103710 14,C7-10 R-2246 ----------------------------·---·-------_______ ..... --··--·-----.. ---·-·---..... ----- 7801 53103710 14,C7-10 2-48. N 404.86 398.1 397.84 S 12 CPEP 53103709 14,C7-9 R-2956 -------------------------------------··---------------·----·-"'" --. 3213 53103710 14,C7-10 2-48. Y 407.25 401.54 400.77 S N 12 149.4 53103707 14,C7-7 R-2246 --------------------------------,-----------------------·----... ----- 7792 53103711 14,C7-ll 2-48. Y 403.52 396.92 396.73 S N 18 CPEP 39 53103713 14,C7-13 R-2956 _____ ....... ,.,-------------··-------··-··----------·--·----·----··-----·-·-·""''"----·-·---__ ,, ____ _ s 12 CPEP 7802 53103712 14,C7-12 2-48. N 403.53 397.23 397.09 30 53103711 14,C7-ll R-2956 Wednesday, June 08, 2005 Page 232 of 560 SECTION /5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH OWN STREAM OS PLAN FILE WSDOT ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX 7793 53103713 14,C7-13 2-48. N 403.36 396.71 395.64 s N 18 CPEP --------------------------- 7794 53103714 14,C7-14 2-48. Y 402.08 395.07 392.62 · N 24 CPEP ·-------------·· ----- 7803 53103715 14,C7-15 2-48. N 402.05 395.2 395.08 s 7795 53103716 14,C7-16 2-48. N 401.82 392.62 392.53 8025 53104303 14,D3-3 1 409.24 406.39 406.17 ···----------·"··------, ---·-·---------·------------- 8026 53104304 14,D3-4 l 409.27 406.17 405.8 8029 53104305 14,D3-5 2-54. N 410.14 403.79 403.64 ·--~-·'"···-------------···-··-··------·--·--·--__ ........ --,-----·-·--------. 8030 53104306 8032 53104307 8033 53104308 3217 53104402 3218 53104403 8004 53104404 14,D3-6 2-54. Y 411.54 403.64 403.42 14,D3-7 411.01 408.17 406.44 14,D3-8 2-54. N 414.87 403.42 403. ll 14,D4-2 2 y 14,D4-3 2 y 14,D4-4 CUL 0 0 0 0 0 0 405.83 405.51 N N N 12 CPEP 24 CPEP 8 8 DI DI ....... -------·-· .. ·--- 30 CPEP 30 CPEP 12 CPEP 30 CPEP 12 12 cc cc 18 CPEP 140 145 30 5 36 19 110 155 13 55 0 0 63 53103714 53103716 53103714 VAULT 53104304 53103323 ______ .......... _. __ 53104306 53104308 53104306 53103326 53104403 53103401 53104405 14,C7-14 14,C7-16 R-2956 R-2956 14,C7-14 R-2956 VAULT R-2956 l4,D3-4 D-2266 ..... ···-,---·--.. --.. ·-·-.. ---·--··-··· . 14,C3-23 14,D3-6 14,D3-8 14,D3-6 14,C3-26 14,D4-3 14,C4-1 14,D4-S D-2266 D-2266 D-2266 D-2266 D-2266 D-2266 --------·~-------------------------·--------------·-·· .. -------· 7787 53104404 14,D4-4 CUL 433.2 12 cc 53104401 14,D4-1 R-2950 8005 53104405 14,D4-5 2-54. N 413.51 405.76 405.75 C y 18 CPEP 44 53104406 14,D4-6 D-2266 Wednesday, June 08, 2005 Page 233 of 560 SECTION 15310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH DWNSJREAM DS PLAN FILE WSDOT ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX ··-------·---- 8006 53104406 14,D4-6 2-48. N 413.75 405.75 405.36 18 CPEP 42 53104407 14,D4-7 D-2266 --··-·----__ ,_, ___ ,, _________________________ ···----·-···---·-----------··· ··--.---,·---------------···---·------·---... -----··--------·--··--. -·-··-·------·---· 8013 53104407 14,D4-7 2-48. y 413.66 405.16 405.24 C 18 CPEP 178 53103453 14,C4-53 D-2266 ---------·-----------------·--------------- 8008 53104408 14,D4-8 412.77 409.67 409.36 s 12 CPEP 36 53104407 14,D4-7 D-2266 8000 53104409 14,D4-9 419.72 415.92 415.61 s 12 CPEP 8 53104411 14,D4-1 l D-2266 8001 53104410 14,D4-10 420.27 417.J 1 415.81 s 18 DIP 18 5310441] l4,D4-ll D-2266 -------·---.. -----------" -..... ____ ----·-, ...... -----·--·- 7999 53104411 l4,D4-I I 2-48. y 419.61 410.81 407.55 C 12 CPEP 80 D·POND D-TOND D-2266 -_______ ,,,, __________ ------···-----... -------·-·-···--·-·---, .. , --·-------, ... __ """ ··-·- 8011 53104411 14,D4-l l 2-48. y 419.61 411.61 409.48 C 12 CPEP 82 53104412 14,D4-12 D-2266 --.. ---------·---·---------·--·----·---------·--··-·---.,--· -·-··------·--··-~----·-----·-----···---.... ·------··-·-. --··-----·-----· -. -·----·----·-- 8002 53104412 14,D4-12 2-54. y 414.07 407.97 407.48 12 CPEP 75 D-POND D-POND D-2266 8012 53104412 14,D4-12 2-54. y 414.07 409.43 408.26 C 12 CPEP 16 53104407 14,D4-7 D-2266 8003 53104413 14,D4-13 413.86 411.86 410.97 s 12 DIP 16 53104412 14,D4-12 D-2266 ___ ,, ______ . ·--·----"· -------. ·---·--·-. -------------··---... __________ .. __ _____ ,,_. _____ ··-----·--------. -----·-----. --·---------··· 8007 53104414 14,D4-14 2-48. N 411.7 406.9 406.45 I C 18 CPEP 25 53104406 14,D4-6 D-2266 ----------· ---·------·------------ 8009 53104416 14,D4-16 CUL 411.11 411.17 12 CMP 53104417 14,D4-17 D-2266/R-1762 -------------·--·---- 8010 53104417 14,D4-17 2 N 415.99 411.17 409.57 C y 12 53104412 14,D4-12 D-2266/R-l 762 3219 53104501 14,D5-l 413.56 410.04 409.2 s 8 34.3 53104502 14,D5-2 R-2246 _,. ________ -·-··---------., ___________ ,, ___ . ____ , .. __________________ .~,--·---·---------------·-·-----·-.. ··-·--· ----·------·-----·---··------··-.. ---·--"------·---- 3220 53104501 14,D5-l 416.78 412.64 412.01 s 12 ADS 32 53104502 14,D5-2 R-2716/R-2246 Wednesday, June 08, 2005 Page 234 of 560 -best information available at this time an . stem was compiled from num~rous sources, is ~fssions when this information is ~sed for The inventory information for the storm 1ra1~~~ City of Renton is not resp~ns1ble fo~ erro~s a~~ ~esponsible for the accuracy of their work. I I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY SECTION 5310 . . · d should be used for general gu1danc~ o;r~· of this information must field verify the da a an engineering purposes and design. s DS PLAN FILE WSDOT GTH DWN STREAM DIAM PIPE LEN STRUCTURE INDEX (in) TYPE (ft), -----::-=:-;:;;---,,mi-:,,----Ii::ii LOWER GRATE 0/W GRATE UPPER TYPE sep ID STRUCTURE INDEX TYPE c: ELEV (ft) IE (ft) IE (ft) mt-53104502 14,D5-2 1 3222 53104503 14,D5·3 1 -3-22-3---c5:-::3~10;--;4:;::50~~4;---,.14,',Dn°5;-:.44 -1 224 3 3 225 53104505 53104506 14,DS-5 1 l4,D5-6 CUL 413.56 408.75 405.75 401.6 404.87 400.5 403.7 399.65 0 4)6.99 -----__ ,, _____ , -------422.64 414.51 --·-·-· -·-··------~ 2-48. N ···--··-·-.5-3104507 14,D5-7 3226 --·--·-·--------------413.37 -----·-·----N 422.59 -2-48. --------531-04508 14,D5-8 3227 ---- --· ---· y 409.49 403 .31 53104509 14,D5·9 2-48. 3228 405.86 399.97 14,D5-10 2-48. y 3229 53104510 405.16 399.18 401.6 s 400.5 s 399.65 s 3 414.51 ____ .. -·· ------· --N 413.37 --·--____ ,. ____ ----·-----··· --·-·--- C N 403.48 --··------__ ,,_ -·-- 399.97 C N 399.18 C N 398.47 C N _ R-2246 12 12 12 ---53104503 14,D5·3 237.3 149.7 53104504 14,D5-4 50.4 53104505 14,DS-5 R-2246 R-2246 102.1 53104603 14,D6-3 14,D5-7 R,21 53104507 18' cc 0 --·-· _,, .... ------·· .. ---------·---···------· _,,_ R-2246 ·-·--·---------------- 53104508 14,D5-8 -···--· .•. 93 18 ---·---·-··---.. ··--·-""" ····-..... -R-2246 ··-···-····-·"· -l;l,D5-9 -·-·--------53104509 .. ---"· --300.l 18 -----·-- R-2246 -----14,DS-10 ---53104510 -------184.7 18 R-2246 14,D5-ll 150.4 53104511 18 14,D5-12 R-2246 187.7 53104512 18 --·. -__ ,, R-2246 OUTFALL 53104511 14,DS-ll 2-48. N .... --···-.-·--38 OUTFALL -3230 18 ---R:271i;-398.4 C ~------ ---·-----·-402.73 398.47 -53104514 l4,D5-l4 -·--·-53104512 J4J',5-12 1 149 3231 12 ADS -·---- 423.68 s R-2716 428.74 424.32 14,DS-15 s ADS 13,,7---~53~1;-;:o;:;-45;:l,;5~-14.m:i6--~:m6 _ -14,D5-16 R-2716 --- 1 - 2 --ADc:::;S;--35 53104516 14,D5-17 ADS 117 53104517 3232 53104513 14,D5-l3 -------423.62 422.99 ~~ 428.64 3233-53104514 ]4,D5-l 4 -'------~;;;;;«-41il3-4'.~i8-SS-- -427 .55 422.83 422.58 1 12 3234 53104515 14,D5-l 5 s 12 422.57 419.06 53104516 !4,D5·16 426.69 3235 Page 235 of 560 Wednesday, June 08, 2005 -----·-------11111111 SECTION j5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH DWN STREAM DS ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX -------------------------- 3236 53104517 14,D5-17 2-48. N 423.26 413.12 412.89 C N 12 ADS 135 . ··-·--------·---·--·---···--·-·-·---~----. ___________________ ,_,,,, _________________________________ ... ---------··-···-"""'"-.. ·------·-·--·----·-,---s 8 ADS 32 3237 .53104518 14,D5-18 3238 53104519 14,D5-19 1 3239 53104520 14,D5-20 2 3240 53104521 14,D5-21 3241 53104603 3242 53104604 14,D6-3 14,D6-4 418.45 414.52 414.05 418.85 413.67 413.21 Y 422.12 413.6 413.07 423.26 419.72 416.5 402.19 399.51 399.35 402.33 399.35 398.91 s C s s 12 ADS 12 ADS 8 ADS 112 32 27 36.9 53104501 53104519 DETEN 53104517 DETEN 53104604 53104605 14,D5-1 14,D5-19 DETEN 14,D5-17 DETEN 14,D6-4 14,D6-5 PLAN FILE R-2716 R-2716 R-2716 R-2716 R-2716 R-2246 R-2246 s C 12 18 -----··--··------_______ ,,., ..... ________ ·------ -----------------------------···· ----------· . 3243 53104605 14,D6-5 1 403.88 399.03 398.5 3244 53104606 14,D6-6 409.52 406.37 405.76 3245 53104607 14,D6-7 409.65 405.45 403.55 3246 53104608 14,D6-8 407.89 403.55 402.72 3247 53104609 14,D6-9 1 405.89 402.72 401.19 s s s s 233.9 53104613 8 30.5 53104607 12 129.5 53104608 87.7 53104609 12 30.5 53104610 14,D6-13 14,D6-7 14,D6-8 14,D6-9 14,D6-10 R-2246 R-2246 R-2246 R-2246 R-2246 WSDOT ----------···· 53104605 406.28 401.19 398.91 14,D6-5 R-2246 3248 53104610 14,D6-10 s 12 119.6 ---------------:---:------c:-c---::--------:------:-:-,------::-:c:;:-:-:-:-=--------:--:--::::-::--:-:------;;-;~----~-405.66 402.06 401.49 S 8 31.4 53104612 14,D6-12 R-2246 3249 53104611 14,D6-ll 1 3250 53104612 14,D6-12 1 405.66 401.44 401.19 . ,, ______ ,, ___ .,, .. ,_,, __________________ --------------------·----·----. ·····--~---·-.. -----···"-···--···---·----,-----·· -------·-···-····----· -s 12 49.9 53104610 14,D6-10 R-2246 Wednesday, June 08, 2005 Page 236 of 560 SECTION !5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH DWN STREAM DS ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX 3251 53104613 14,D6-13 2-48. N 401.54 398.5 398.5 C ------______ ,, __ , ____________ ,, __ ,, _____ _, _______ -- 3252 53104614 14,D6-14 407.55 404.29 404.03 s N .12 8 42 30.5 OUTFALL 53104615 OUTFALL 14,D6-15 ---------------------------------·---··-------------- 3253 53104615 14,D6-15 407.46 403.64 402.31 s 3254 53104616 14,D6-16 2-48. Y 406.77 402.31 398.5 C ------------------ 3255 53104617 14,D6-17 406.24 403.2 403.11 -·-·-·-··--·--·--·---------------------·-------------.. , ---··-------- 3256 53104618 14,D6-18 406.29 403.05 402.31 --------... ··-----·--- 3257 53104619 14,D6-19 2-48. N 401.86 398.5 397.97 3258 53104621 14,D6-21 CUL 0 397.28 396.9 3259 53104622 14,D6-22 2-48. N 402.32 396.9 396.65 3260 53104623 14,D6-23 403.11 398.34 396.92 s s C C s N N N 12 12 8 12 12 18 18 12 153.4 160 30.5 98.2 39.7 78.8 89.5 141.4 53104616 14,D6-16 53104619 14,D6-19 53104618 14,D6-l 8 53104616 14,D6-16 OUTFALL 53104622 OUT 53104624 OUTFALL 14,D6-22 our 14,D6-24 --------------··-----------------·--·-----------~---·--· -----------·-·-------· .. 3261 53104624 14,D6-24 2-54. Y 401.81 396.92 396.7 C y 12 25.5 OUT our 3262 53104626 14,D6-26 402.6 399.55 398.52 s 12 101.1 53104624 14,D6-24 3263 53104627 14,D6-27 CUL 0 398.36 397.51 18 0 DITCH DITCH PLAN FILE R-2246 R-2246 R-2246 R-2246 R-2246 R,2246 R-2246 R-2213 R-2213 R-2213 R-2213 R-2213 R-2213 WSOOT -----+=====+-------------'---------c<c.-~----------------~----- 3264 53104629 14,D6-29 CUL O 418.05 415.7 12 N-12 22 53104630 14,D6-30 R-2312 3265 ----1--·-···--·-.......... ----··--··--·---------·-------~------------- 53104630 14,D6-30 418.35 415.29 410.67 s 18 N-12 140 53104631 14,D6-31 R-2312 Wednesday, June 08, 2005 Page 237 of 560 SECTION ;5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX ~ --·--·--- 3266 53104631 14,D6-31 1 414.82 410.67 402.89 s 18 N-12 150 53104632 14,D6-32 R-2312 ·--·-------·--·-····----~----·--.. """'"''"-----------··--·-·-·-····-·-·-·-·-·-·-·"'"" _____ ., ___ ·-.. ···---·-·-· ----------·------···-·-··· .. ---·------·--· ·----------------- 3267 53104632 14,D6-32 2-48. 410.84 401.83 400.66 s N 18 -----· 3268 53104633 14,D6-33 1 411.08 406.8 403.3 s 12 3269 53104634 \. 14,D6-34 CUL 0 407 406.76 12 '---··- 3270 53104701 14,D7-1 2-48. Y 405.28 399.36 398.79 s N 12 3271 53104702 14,D7-2 2-48. Y 408.31 399.61 397.57 ·········--·-·--- 3272 53104703 14,D7-3 401.63 397.57 395.13 s 12 ---·----·-----------------------·-· ------------------- 3273 53104704 14,D7-4 2-48. Y 398.87 395.13 394.87 s N 12 3274 53104705 14,D7-5 397.92 396 395.13 s 8 N-12 ---- N-12 N-12 281 6 24 106.3 195 154.8 52.5 87 53105717 _,,.,, 53104632 53104633 ·-· 53104714 53104703 53104704 14,E7-l 7 14,D6-32 l4,D6-33 14,D7-14 14,D7-3 14,D7-4 R-2312 -- R-2312 R-2312 ---- R-2150 R-2150 R-2150 ····-----------------------_... -,-----·- OUT OUT R-2150 53104704 14,D7-4 R-2150 """" --------··---· ·--------------------·------ 3275 53104706 14,D7-6 CUL 0 393.6 392.38 18 25.3 53104707 14,D7-7 R-2150 ----··--···-··-···---·-------·---·-- 3276 53104707 14,D7-7 395.78 392.13 392.02 s 18 35.3 53104708 14,D7-8 R-2150 ------·······----------·--····-·-------·-·------- 3277 53104708 14,D7-8 395.82 391.87 391.78 s 18 42.9 53104709 14,D7-9 R-2150 -· 3278 53104709 14,D7-9 2-54. Y 396.35 391.28 390.73 C N 24 90.5 DITCH DITCH R-2150 3279 53104710 14,D7-10 2-54. N 396.34 393.7 392.66 C N 18 cc 150 53104711 14,D7-11 R-2150 ---··--·---·---·---.. --- 18 cc 150.8 -·-·-·----·-·-·····-··-··-·-·-·-····-·--·- 53104712 14,D7-12 -... -· -·-·-·--··---··----·--... -·-·--------·· .. -·------·-.... ·-·----------·-····---·-----····----··--····-·--·-·--·- 3280 53104711 14,D7-ll 1 396.25 392.66 391.9 S R-2150 Wednesday, June 08, 2005 Page 238 of 560 SECTION \5310 ] STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data 'and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH OWN STREAM ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE 3281 53104712 14,D7-12 395.97 391.9 391.\8 s ------------·-----·--------. --·------··-··--·-·-··----..... --------·--·-------... ·····-----··-·--· .. --····· 3282 53104714 14,D7-14 2 N 407.2 402.3 400.2 C N - 3283 53104715 14,D7-15 2 y 404.6 400.2 396.4 C N 3284 53104716 14,D7-16 2 N 412.2 396.4 394.6 C N 3285 53104717 14,D7-17 2 y 411.1 394.6 393.7 C N --·-·--··-·-·-··-·--·---·-........... ------··-·-·-----·-···---· .. ···-··-----·--·-···-··---··"""'" ····-·--·--·---·-·""··--·-·- 3286 53 \04718 14,D7-18 2 y 403.4 393.7 0 18 149 12 0 12 0 24 0 24 0 -·-··-----·----·-·----···-··-''" 0 53104801 53104715 53104716 53104717 53104718 ..... ---------... -----·----------·-·-..... ··-·--·--·-·-·-····-··-----·-· ·-·-··-··· . -·------··-----···--·---·-------·-- 3287 53104720 14,D7-20 404.35 401.46 400.54 s --·----·-----------·-·-··-----·---·-------.. ----·------···-------------"· 3288 53104721 14,D7-21 403.6 400.45 399.03 s 3289 53104722 14,D7-22 402.18 398.89 398.42 s -- 3290 53104725 14,D7-25 401.07 398.72 396.61 s 3291 53104726 14,D7-26 400.16 396.51 396. l S 12 12 12 12 12 39.3 53104721 138.5 53104722 100 53104723 104.7 53104726 ·-·-·-···-·--·-···-·-···-.. ·-····-··- 45.6 53104727 DS INDEX 14,D8-l 14,D7-15 --·-"· 14,D7-16 14,D7-l 7 14,D7-18 14,D7-21 14,D7-22 14,D7-23 14,D7-26 ·····---····· ·- 14,D7-27 ---·-------·--·------··----·----··--·--------·-·--·---·---------·"-······--··-··-·--·-·---· 14,D7-28 3292 53104727 14,D7-27 399.62 396.15 395.55 s 12 94.4 53104728 -----. ---------.--------··-·--··----------·-· 3293 53104728 14,D7-28 400.37 395.55 394.79 s 3294 53104729 14,D7-29 2-54. Y 399.41 394.79 394.52 s 3295 53104730 J4,D7-30 2 N 400.22 395.66 395.17 C Wednesday, June 08, 2005 y N 12 129.7 53104729 14,D7-29 12 15.5 DITCH DITCH --·----· ......... ______ .. ·-. . .. -· ·----·-·-·---·-·····--·-·········--···- 18 68 53104731 14,D7-31 PLAN FILE WSDOT --------- R-2150 ...... ····-··-·--.. -- R-2246 --------·- R-2246 R-2246 R-2246 R-2246 R-2213 R-2213 -------·---~ R-2213 R-22\3 R-2213 R-2213 R-2213 R-2213 ............... R-2213 Page 239 of 560 SECTION \5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH OWN STREAM OS ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX PLAN FILE 3296 53104731 14,D7-31 2-48. Y 402.87 395.17 394.79 C 0 394.25 392.55 N 18 18 86.3 58.6 DITCH DITCH R-2213 ......... --····----- DITCH DITCH R-2213 3297 53104732 14,D7-32 CUL ---------·-------···-----------------·--··-------------------·-----------····-----·---· -----·----· 3298 53104734 14,D7-34 CUL O 397.91 396.2 18 286.6 POKD POND R-2213 3299 53104735 14,D7-35 CUL 0 0 0 3300 53104736 14,D7-36 2 N 0 0 0 3301 53104737 l4,D7-37 406.33 401.67 401 s 3302 53104738 14,D7-38 404.61 400.85 399.74 -·-·-·-----------------------·-----· -------------··-------------------------------------···-----·-·· .. --. 3303 53104739 14,D7-39 I 403.47 399.74 395.86 S 3304 53104740 14,D7-40 2-48. Y 401.54 395.85 395.14 s N 3305 53104741 14,D7-41 398.26 396.18 395.79 s ---------------·-···-·····-----------·" -----··----------------·"·----·------··------... -----·-·-N 0 53104736 14,D7-36 R-2213 ------------------14,D7-30 R-2213 12 CPEP 12 CPEP 12 CPEP 0 153 73 115.9 12 CPEP 117.4 12 CPEP 12 CPEP 71.8 74.3 53104730 -··-· -·-··· -. -----·--··----..... ., •.. ---·-·--- 53104738 14,D7-38 R-2284 53104739 53104740 53104742 53104740 l4,D7-39 14,D7-40 14,D7-42 14,D7-40 ·-······--.......... ··--·---------- 53104743 l 4,D7-43 R-2284 R-2284 R-2284 R-2284 R-2284 --------------------------------------------· ----···-----------------···----l4,D8-44 R-2284 3306 53104742 14,D7-42 2-48. Y 400.33 395.11 393.66 S 3307 53104743 14,D7-43 2-48. N 399.54 393.66 393.45 s N 12 CPEP 37 53104844 s N 18 CPEP 61.7 53104750 14,D7-50 R-2284 WSDOT 3308 53104744 14,D7-44 2-48. N 399.28 392.98 392.6 ------------------------------,--=-:-:::---,-:--:--·--c:c:-=-:-:-----:-==-c:-------------403.98 400.38 398.78 S 12 CPEP 119.4 53104746 14,D7-46 R-2284 3309 53104745 14,D7-45 1 402.78 398.78 397.75 s 12 CPEP R-2284 3310 53104746 14,D7-46 1 72.5 53104747 14,D7-47 Page 240 of 560 Wednesday, June 08, 2005 SECTION 15310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should b~ used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH OWN STREAM OS ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX PLAN FILE WSDOT ----------------·----------::-::-:--:------c--------------------------- 3311 53104747 14,D7-47 401.59 397.75 395.51 S 12 CPEP 44.4 53104748 14,D7-48 R-2284 -------··--··""""'"""" _____ _ -··--·-.. --,·-----···-·-----------------_,, __________ _, ____ , .......... , .. ___________ ,, ______ - 3312 53104748 14,D7-48 2-48. N 400.72 N 12 CPEP 395.51 394.22 S 150 53104749 14,D7-49 c::---cc:-:--:-------------·------·-----··------- 398.99 394.26 393.45 S 12 CPEP 25.6 53104744 14,D7-44 3313 53104749 14,D7-49 3314 53104750 14,D7-50 2-54. N 400.51 392.6 392.36 C N ----------- 3315 53104751 14,D7-51 397.21 392.36 391.42 s 18 CPEP 18 CPEP CPEP 44.7 44.5 30.5 53104751 l4,D7-5 I 53104752 14,D7-52 --·-·-·····-··-·-·------------ 53104709 14,D7-9 R-2284 R-2284 R-2284 R-2284 R-2284 3317 53104801 14,D8-I 395.6 391.18 390.4 S 18 161.9 53104802 14,D8-2 R-2150 ----------- 3318 53104802 14,D8-2 2-72. N 395.2 390.19 388.9 C N 36 cc 0 53104803 14,D8-3 R-2150 -:;:;-:-;;---:;:;-:-;=:--:--:-:::-::-:--c------::---------~-:;-------,-;---::;---;:::-=-------::------ccc-------- 3319 53104803 14,D8-3 2 Y 395.5 388.8 389.27 C N 36 CMP O OUT OUT R-2150 3320 53104808 14,D8-8 405.86 402.31 402.04 s --------·---··'"·---------~--,.--------·-------'···------------··-··-----··-·- 3321 53104809 14,D8-9 406.1 402.04 401.67 s 12 CPEP 12 CPEP 53 67.3 ··--- 53104809 53104837 14,D8-9 14,D8-37 R-2284 ---·-·-·-------·---------"-------··--,----. -:cc-,-,:---------------------------- 3322 53104810 14,D8-10 408.19 404.11 398.02 S 12 CPEP 149.6 53104811 14,D8-l l R-2284 3323 53104811 14,D8-ll 402.42 398.02 397.25 s 12 CPEP 133.3 53104812 14,D8-12 R-2284 3324 53104812 14,D8-12 I 401.1 397.25 396.92 s 12 CPEP 73.7 53104815 14,D8-15 R-2284 ··-----------·-·-·--------------------·-·· 3325 53104813 14,D8-13 402:s--·398.79 -397.8 s ·· ·u-cPEP 83 53104814 14,D8-14 R-2284 Wednesday, June 08, 2005 Page 241 of 560 SECTION 15310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE 3326 53104814 14,D8-14 -· .. ·-····-·--·----· ----------·--···········----- 3327 53104815 14,D8-15 3328 53104816 14,D8-16 3329 53104817 14,D8-17 7768 53105301 14,E3-l -------·-----~----------. 7769 53105302 14,E3-2 7770 53105303 14,E3-3 ···------------- 7771 53105304 14,E3-4 cb GRATE UPPER LOWER GRATE ? ELEV (ft) IE (ft) IE (ft) TYPE 401.63 397.8 397.25 s ---..... ·-·---------·--------+ -------- 440.44 396.92 396.8 s -··-·---"'-_ _,_ ---- 399.7 396.8 396.63 s 400.13 396.63 395.51 s 449.44 446.34 445.88 s ----------- 450.18 445.88 443.08 445.98 443.08 442.56 445.96 442.56 440.33 s s s 7772 53105305 14,E3-5 2-48. N 444.83 437.23 435.95 s 7781 53105306 14,E3-6 1 436.83 436.5 431.43 0/W DIAM PIPE LENGTH DWNSTREAM DS sep (in) TYPE (ft) STRUCTURE INDEX 12 CPEP 34.7 53104812 14,D8-12 -----------------·------··-·-···-·-···-·-----·"""""" 12 CPEP --~---·------- 12 12 95 12 12 12 12 CPEP CPEP CPP CPP CPP CPP DI 12 CPP 31.2 53104816 14,D8-16 ·-----------·-----·-------~-- 30.5 213.2 95 -. ··-··---·-·--···-----··------ 192 30 103 34 53104817 53104748 53105302 ,-------------·-·-·--····- 53105303 53105304 53105305 D-POND 14,D8-l 7 14,D7-48 14,E3-2 ---.---,·---- 14,E3-3 14,E3-4 14,E3-5 D-POND _ _, _______ ..... ----------·--------------------------------- 107 138 93 53105307 53105308 14,E3-7 14,E3-8 DITCH 7782 53105307 14,E3-7 434.93 7783 53105308 14,E3-8 431.68 431.43 428.62 428.62 428.11 12 12 CPP CPP DITCH PLAN FILE WSDOT ------------- R-2284 . --·-· . ···-·· R-2284 -----·-........... _, _____________ ----------·---··-·--··""" R-2284 R-2284 -····---------------- R-2950 R-2950 R-2950 R-2950 R-2950 R-2950 R-2950 3330 53105401 14,E4-l 470 467.5 464.5 12 200 53105402 l 4,E4-2 \STLEWOOD RANC 3331 53105402 3332 53105403 14,E4-2 14,E4-3 Wednesday, June 08, 2005 1 2 468.85 464.5 462.31 Y 468.65 462.31 451.85 N 12 12 73 168 53105403 53105404 14,E4-3 ,STLEWOOD RANC ............... 14,E4-4 CAST.WOOD. Page 242 of 560 SECTION 15310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX 3333 53105404 14,E4-4 455.6 451.85 435 --·---·--· .. ·-----·---·-·--··" 3334 53105405 14,E4-5 435.86 435 431.03 3335 53105406 14,E4-6 1 434.96 431.03 430.08 3336 53105407 14,E4-7 433.17 430.08 429.72 3337 53105408 14,E4-8 433.17 429.72 427.82 -----~- 3338 53105409 -···--·--------------·-·" -. .,----·------·-·-----····---------~----·· N 14,E4-9 434.3 427.82 "27.52 2 y 12 12 15 15 15 15 168 120 95 36 190 53105405 53105406 53105407 53105408 53105409 14,E4-5 41,E4-6 14,E4-7 14,E4-8 14,E4-9 ------ ,STLEWOOD RANC --·-·-··-·--··--···· ASTLE WOOD RANC ----·------··---··----------------- ,SILEWOOD RANC \STLEWOOD RANC ·--------·-- ASTLEWOOD RANC -.... ----·· --·-·-·-···-·· .. -... ··-----------·-·-·-----·-·-- CAST.WOOD. 20 OUT OUT -----. ______ ,,_______ . ------·--··---·-----------........ ----·---------·""''""""""""-""" ---····----·--·-·-··----------------· . -------·---·-----·----------· ·-·-··-.. --------·-·-·-·-·---·----·----------··" ''. 3339 53105410 14,E4-10 CUL O 431.8 427.82 18 20 53105409 14,E4-9 ASTLEWOOD RANC ·-·-···-·-------------·-·· ---------------. ,.. -------···--·-------·"·-·-··------- 3340 53105411 14,E4-11 2 y 0 0 0 C ---------·--·-------------·--···-·-· .. -·-··-----·-·-·-·-·-·---------- N 12 cc 0 53105401 14,E4-l FIELD ------------ 437.97 s 12 CPP 53 53105413 14,E4•13 7773 53105412 14,E4-12 441.83 438.23 R-2950 7774 53105413 14,E4-13 443.26 437.97 437.23 s 12 CPP 148 53105305 14,E3-5 R-2950 7775 53105414 14,E4-14 443.28 439.08 437.97 s 12 CPP 30 53105413 14,E4-13 7784 53105415 14,E4-15 452.7 449.2 449.4 12 CPP 10 53105411 14,E4-1 l R-2950 7776 53105416 14,E4-16 CUL 443.93 436.96 12 CPP 10 53105417 14,E4-17 R-2950 7786 53105417 14,E4-17 437.07 436.75 12 CPP 22 WETLAND WETLANI; R-2950 ----------------····--,-------·-·--.----· ......... --·--·--·-· .. ··-·--·--·--. - 12 CPP 84 53105419 14,E4-19 -·----------·"·--·--------·-----~ -.-----·-----·---·--.. --------·- 437.07 434.22 C 7777 53105417 14,E4-17 2-54. N 444.37 R-2950 Wednesday, June 08, 2005 Page 243 of 560 SECTION 15310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH OWN STREAM OS ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX 7778 53105419 14,E4-19 1 437.72 434.22 428.74 s 7785 53105420 l 4,E4-20 CUL 435.97 434.22 ---·--------------------- 7779 53105421 14,E4-21 2-48. Y 437.44 428.74 7780 53105422 l4,E4-22 436.71 433.71 428.74 s 12 CPP 12 CPP 12 CPP 12 CPP 59 32 13 53105421 53105419 53104401 53105421 14,E4-2l 14,E4-19 14,D4-l 14,E4-21 PLAN FILE R-2950 R-2950 R-2950 R-2950 WSDOT --------·-·--·-------- 3341 53105501 14,E5-l 468.05 465.55 462.31 12 12 12 215 90 72 53105403 53105503 53105504 l 4,E4-3 ASILEWOOD RANC 3342 53105502 14,E5-2 1 0 53105503 14,E5-3 1 0 0 0 s ... ·-------------. "---·--··--------·----------·-"' 0 0 S cc cc l4,E5-3 -----· !4,E5-4 3343 3344 -·------------_______ ....... _,_,,___ .. ----------··-----------------------.... ---._ ___________ ---·----------·---------------- 53105504 14,E5-4 0 0 0 S 12 CC 200 3345 53105601 3346 53105602 3347 53105603 3348 53105701 3349 53105702 3350 53105704 14,E6-l CUL 14,E6-2 CUL 14,E6-3 CUL 14,E7-l CUL 0 0 0 0 0 0 0 0 0 0 394.95 394.38 14,E7-2 2-48. N 396.55 394.08 393.7 14,E7-4 CUL 0 408.5 398.3 C ----·-------,-------. ----------------···-·-··------·----·----·-·----------------. . . .. ----------------·----·--.. ---------·- N 12 12 12 18 18 cc cc cc cc cc 55 60 55 101.3 61 40 53105603 DITCH DITCH DITCH 53105702 53104710 53105705 14,E6-3 DITCH DITCH DITCH 14,E7-2 14,D7-10 l4,E7-5 3351 53105705 !4,E7-5 1 403.53 398.3 396.75 S 12 12 94.8 53105706 14,E7-6 Wednesday, June 08, 2005 SECTION 15310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY FIELD .. ----------- FIELD FIELD FIELD FIELD FIELD R-2150 R-2150 R-2311 R-2311 Page 244 of 560 The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH OWN STREAM OS ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX 3352 53105706 3353 53105707 14,E7-6 14,E7-7 402.17 396.66 396.12 400.87 395.87 395.48 s s -------------· ------------------ 3354 53105708 !4,E7-8 399.62 395.39 394.96 s 3355 53105709 14,E7-9 2-54. N 400.5 394.96 394.35 C y 12 CPEP 53.7 53105707 14,E7-7 ··--·-·-··'" 12 CPEP 87.3 53105708 14,E7-8 ··-- 12 CPEP 72.9 53105709 14,E7-9 12 CPEP 27.3 OUT OUT PLAN FILE R-2311 • R-2311 R-2311 R-2311 ---------------··-----------------··----------------~ R-2311 14,E7-ll 3356 53105710 14,E7-10 403.17 399.98 399.42 S 12 CPEP 95.3 53105711 ---------··------------------_____ ,, ______ ., ____ _ 3357 53105711 14,E7-ll 1 402.77 399.27 395.63 s -----·-------------··-·--·-··--·----__ ,,,, -----·--·-----------· 3358 53105712 14,E?-12 398.93 395.63 395.47 S ---. ·-··· ___ ,, ____________________ , ______ ,, ______ ,, ____ ,, _____ _ 3359 53105713 14,E7-13 2-54. N 395.84 392.69 391.99 s y 3360 53105714 14,E7-14 CUL 0 390.7 390.41 ----------------------.•... ·------- 3361 53105715 14,E7-15 CUL 0 394.15 394.01 -----·-·-----------------------··-·-··--·-· . .,..... . . -· ... --------·----·-··-----------. -···----------·---·-·-·-------- 3362 53105717 14,E7·17 1 404.29 400.63 396.52 S 12 CPEP 45.9 53105712 12 CPEP 12 24 12 18 DI N-12 58.7 24.6 35 70 53105806 OUT OUT OUT 200 53105718 14,E7-12 14,E8-6 OUT OUT OUT ----------···-""" 14,E7-l 8 R-2311 R-2311 R-2311 R-2311 R-2311 -·----····-.-···-··-···· R-2312 -----····-----·-· -----·---------." --------------·----·---------. R-2312 R-2150 R-2150 3363 53105718 14,E7-18 3364 53105801 14,E8-l CUL 3365 53105802 14,E8-2 2-54. N 3366 53105803 14,E8-3 2-72. Y Wednesday, June 08, 2005 400.29 396.46 396.29 0 390.84 390.67 397 390.67 390.51 397 s C ........ C N N 18 CPEP 18 18 36 cc 0 11.5 16.6 0 OUT .. 53105802 53105804 53104802 OUT 14,E8-2 l4,E8-3 14,D8-2 -. R-2150 WSDOT Page 245 of 560 SECTION /5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE 3367 53105804 14,E8-4 CUL 3368 53105806 14,E8-6 3369 53105807 14,ES-7 2-54. 3370 53105808 14,E8-8 3371 53105809 14,ES-9 ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX N 0 391.53 391.16 398.38 395.47 394.89 S 12 12 CPEP 55.5 93.3 53105803 53105807 14,E8-3 .................. 14,E8-7 R-2150 . . ____ ,_ __ R-23 ll ·----------·-----··-------····---·-·-----_,, __________ . ____________ , .. ___________________ ,,,.,-------·-·--···- 399.65 394.89 394.77 C Y 12 CPEP 25.5 OUT OUT R-2311 399.33. 397.2 397 s 12 38.2 53105809 14,ES-9 R-2311 400.49 397 396.59 s 12 79.1 53105810 14,E8-10 R-2311 ---------·---··-------·---________ ,, __ ,, _____ .,,,, ____ ., ___ ,, ________ . ______ ,, _____ ···---------···-· -----------··-----·--·-·"·"·---·------·--------·"'"----·--··--·---................. 3372 53105810 14,ES-10 3373 53105811 14,ES-ll 3374 53105812 14,E8-12 3375 53105813 14,E8-13 3376 53105815 14,E8-15 400.29 396.59 396.08 S 12 CPEP 85.9 53105811 14,E8-!1 399.18 396.08 395.95 399.01 395.95 395.47 399.69 396.24 395.95 408.86 402.72 399.64 s s s s 12 CPEP 39.7 12 CPEP 74.9 12 CPEP 95.3 12 ADS 171 53105812 53105806 53105812 53105816 14,ES-12 14,E8-6 14,E8-12 14,E8-16 R-2311 R-2311 R-2311 R-2311 R-2813 . ·-----·---------------·-------··--------·-------·-·----·-···-·----·--,_ .... .,---·------. ··---------. -----------~-. ----·-·--·--.. ----...... _____ ., ____ _,_ ....... ,. .. ---......... .. 3377 53105816 14,ES-16 1 404.38 399.76 400.05 S 12 ADS 56 53105817 14,E8-17 R-2813 WSDOT 3378 53105818 14,E8-18 CUL 0 394.7 393.7 18 cc 53105819 ---:--·------·-------·----·-'""'""'"- 14,ES-19 R-2813 s 0 3379 53105819 14,E8-19 2 N 397.21 393.6 393.2 C 18 0 53105820 14,E8-20 --R=--2·:cslc:-3-- 3380 53105820 14,E8-20 2 N 397.53 393.2 392.9 18 0 OUT -------·----------··-·"--------------·--.. ----------·----·--~·-·-----.. ·-----·--..... ______ ,. __________________________ ,_ ______ ------·-·-·------·-·""'"''"'-----..... -... , ...... 3381 53106201 14,F2-1 O O O S 18 CMP 116 53106202 Wednesday, June 08, 2005 SECTION j5310 I STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY OUT 14,F2-2 R-2813 Page 246 of 560 The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE 0/W DIAM PIPE LENGTH DWN STREAM DS 3382 53106202 14,F2-2 -· ·- 3383 53106203 14,F2-3 3384 53106204 14,F2-4 ? ELEV (ft) IE (ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX 1 0 ·-------·------.. --. 1 0 1 0 0 0 s 18 CMP 90 ------------------------·-----.... ______ ,, ____ ,.,_ . ·--.. -·-......... -........ . 0 0 s 18 CMP 75 0 0 s 12 CMP 50 53106203 53106205 53106205 14,F2-3 14,F2-5 14,F2-5 PLAN FILE WSDOT -::;3=38;-.:5-~5::;3~10;-.:6-::;20;-.:5c----:-14:-c,F=2'"-s=---:-----=o-·--o=---o=-----:-s-----l8--C-M-P--23-0---53-::-03:---:6-:c80:ccl---,:9c::,Fc:-8--l-------- 3386 53106301 14,F3-l 0 0 0 s ....... -----.. ·--------... ------------------ 3387 53106302 14,F3-2 1 0 0 0 S ..... -----· .,,. ___ ., __________ ., __ ··--________ ,. ___ ., __ ,. __ _ 3388 53106303 14,F3-3 CUL 0 0 0 ____________ , __ .,., _____________ ...... ___________ .. __ ., __________ .. ___ ., _______ . 3389 53106304 3390 53106305 3391 53106306 3392 53106307 3393 53106308 14,F3-4 1 14,F3-5 CUL 14,F3-6 14,F3-7 14,F3-8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s s s s -------------------····----- 3394 53106401 14,F4-1 0 0 O S 3395 53106402 14,F4-2 0 0 0 s -----·------···------·---------· ....... ---·-·-·--·-------- 3396 53106402 14,F4-2 469.58 466.45 463.47 S Wednesday, June 08, 2005 18 CMP 12 CMP 12 CMP 12 CMP 12 CMP 12 CMP 12 CMP 12 CMP 12 CMP 12 CMP 12 CMP 230 140 10 40 10 50 100 45 100 285 53106201 53106303 53106304 53106305 14,F2-1 14,F3-3 14,F3-4 14,F3-5 D1TCH/l4,F3-6 ITCH/14,F3 53106307 53106308 53106405 14,F3-7 14,F3-8 14,F4-5 --------------· 53106404 14,F4-4 53106403 14,F4-3 .. ---------.. ----"'" ...... ------·---.. --.... _____ ,., __ 0 53106403 14,F4-3 R-2842 Page 247 of 560 i ________ j ------------1 -, I I I 1 • 8' 210 -·--:: .. -~----- I ' ' 41 ' ' .;'2 0 I 95216 215 86 ---701 809 ----.., -1 ,-ll' 42 -8 \ I °' .:::'211 r------------,---..,: ! ' r·---- SANITARY SEWERS P/B/PW TECHNICAL SERVICES 0,4/13/06 D6 · 3 T23N R5E W 1/2 ' ->!/ ! I i <!!, . ··---·:J ----··-.J ---------~-' , -----·r-· ---.: ---··----- 1 E 12-th7 St a 6 47 88 i th St8' i ., ---l_ -~ 152 151 "-. ~50 153 __ '& 6th Ct - 154 I w· 368 .-_----....,!ii~ 8' 3&,I, < 9 F6 . 1.5_:_T23N R5E W 1/2 8' 221 219 222 220 : I _ 1 I I I L SE 122nd; si :SE I24tn St 37 E6 10 T23N R5E W l/f3 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • j :, \ 60 i WATER VALVES P/B/PW TECHNICAL SERVICES 0911.7/0S D6 -3 T23N R5E W 1/2 F6 -15 T23N R5E W 1/2 5374 / ? -· 4997 b ..--1-• 4996 . , .. ,' 200 1:4800 i " '-,,_ ... '_,-,_, .. ,,_. _/~ . ' 10" ; ~ E6 10 T23N R5E W 1/2 5310 3 ~·Vn ~ ... ~ •.. ! " \ r":.' j .,,....,.~--·' I /) \ I \ ' \( M .0.10 \ ~ ..... --.... ............... / l.,;· " -~·.c 406 i' I I I • :,, I ·1n· -..... , ~~ ... esrll~-.-,; , :~:i:----1 • • I I • i ~. II •• :\'=========: \-.. ~ 4 ..-•. :JJ :·:\ I I I I I I I I I I a . AgC SHE ET NO . 11 KING COU NTY AR EA, WAS HINGTON (RENTON QUADRANGLE ) '680000 FEET 1 122°07'30 " 47°30' II ' II • II // I/ .~f~c ., :l ~a; l: .. 11. : : .. .m DII• ... 180000 •:, • .,18 F EET 14 ,,o==~~;r - •11 • II II ~-·-:: I ,, • 11 ,, A k F ...... ······ ~ "' - 27 1 30'1 St!W!l At!'.) pJDZDH .<tuno:J 6U!)I '16!H .<JeA ~6 !H 8!DJepow D D sooi ,aqwaidas l~SaUSlfl O 'a!JQ~e~ ·ei s~JOM ~11Qnd16u1p1 1n s16u1uue1d sa::>111;as 1e :i1u tpa1 SV3~V O~VZv'H 3011S ONV1 ___ ___,,, I I I I / . ' 5 :11~ ,~ i••6f ~ ~ ~~ i,5 I'.: ,10{ M~ . .,.., ,;..is.;.s 1",•111~ 1s ... ,:.i, ' _ _j ·~ '""< •S ,s l•l! -' ' -. ... ,.,., N01D.'lIHSVN, :l)!Vl I I I ' -~ I I I I I l I I ' • a ? • ; 0 ,000£= .. T 0008 0091 0 SOOZ: Jaqwaidas ~sau~A·o ·~uo~e~-~ S'>!JOM ~!1Qnd 16u 1p11ng1ou 1uue1d sa::)!!Jas 1e:i,u4:ie1 Sv'3clv' 0cjv'Zv'H N0 1SQcj3 '.:..... ---/ '-.. ,.--· / .,,..-,'- ) :~ 111• ,:, -' I '-..1 } I~" lrl" Iii", ·"'•• •S I , r I ' ' I ~· ·-~ J1'> -~ ~ ... >f .. ~ I ; I \ ' I l,;"1(1fi,, r'> ~1H I'~ I I s .. tl ·~ I I~ ~'l"l "-\ ,s :•1 ? ~- N010.'l!HS V A\ 3)!Vl • V ~ ""-" . I ."0 -AKE WASHJNGTON "" ~ ~ ! "> ~~\ -,:· \ ~ \; \ \ \ ~I \ ~ ,a, Q "' '* c:J ' I \ ........... 'I:.,. \~~. ' []· v~. .. ·.·'l.> '/, /~f</. -«~_,_'~. µ,.c.'-','-'' ,...,...· /, d/);f:: // ,/,;(~ /., · 1t/~ PAN THER LAKE -~ / ,:/ /1?Y'i?:%&\.. ~ ·Y-1:;;. . r/~//.:. ;> ,;· / . :-~ ;, ( , :;-;,;_ : <·/ 0. ·_._·. /,~--; ;1> ; c,/' ;:c;,;;/,/,,;' ,{,!?,//. /;, Wit_~-0 _._ ·):#..·:x;_,_P __ -.i"-~2:@_~-,x~ -:;;{:,:· ;:/ /!_ •;:;; ;,//, °:(/ ..f'.~-,//U / ... \:/,_~;,///!.//, , ··L'Z:/..(U/" \ ~ ("' \ j ( I~ .. oo · --------------I ~ ~-- ;... _______ J , I I I L---- 1 I I I I I I \ \ '""', \ ~ \\ ( ~ \ "----- ~\ LAKE YO\R-JGS \ 1 I I .J f/'' \ ~\ /------------/ ""J'\ ~o 3000 ' 6000 ,----, AQUIFER PROTECTION ZONES Tec hnical Se rv ices Pla nning/Bui lding/P ubli c Works R. MacOnie , D. Visne sk i Septemb er 20 05 Ren ton Municipa l Code Zone 1 ·--~~./ Zone 1 Modi fie d J Zone 2 City Li mits I , .. 000£ 00!,l 0 9002: i1 nr l)ISaUSI{\ . 0 'o lU Q::leV'j ·ti S)IJOM ::>!1qn d /6u1p11 ns 16u 1u ue1d sao11uas 1eo,u4oa1 Sv'3cjv' O~v'Zv'H 3 NI l/\1 lv'OJ ,s ,:oi;,' \ ,s ~.qc. ~ \ ~ \ NOl!::>NlHSV/,\ ::D!Vl 900G Jaqwaidas l)!SaUS!f\ O 'a tUQ::JBV',j -~ S)IJOM :l!IQnd /6U!Pl ln 8 /5U!U U8id sa~!AJ8S 1e:::i1u1.pa.1 ~ 0009 000£ 0 S'v'3~'v' O~'v'Z'v'H 0001.::J _,l I i ---- ,YU t/ ~ .,/ LAK E WASHl t-.:G T ON ... !,,I. 11.>,.. ~ i l ~ !l b •,).i 1[.J > ' , ,~ ,~ 1 ~qL+-.. ,~ 'f " I" 1=:· ';;2J Iv )q ~ . / 0 "" 750 ~500 ..j 1 SEISMIC HAZARD AREAS Technical Services Planning/Bu ilding/Public Works R . MacOnie, D. Visnesk i September 2005 City Li mits Hi g h H azard III. CORE AND SPECIAL REQUIREMENTS SECTION 1.2 OF KCSW 1.2. l CORE REQUIREMENT #1: Discharge at the Natural Location The proposed project's storm water will be discharged to a 12" storm line along the Road ROW. The existing stream corridor is not located within a Landslide Hazard Drainage Area and is not adjacent to nor contains any SAO-defined landslide, steep slope or erosion hazard areas. 1.2.2 Core Requirement #2: Off-site Analysis This core requirement has been addressed elsewhere in this preliminary report. Please refer to the Off-Site Analysis Section (Section II). 1.2.3 Core Requirement #3: Runoff Control According to 1.2.3-5 Exemptions from On-site Peak Rate Runoff Control (1) Negligible Peak Runoff Rate Increase The proposed project site post-developed peak runoff rate for the I 00-year, 24-hour duration design storm event is calculated to be less than 0.5 cfs more than the pre- developed peak runoff rate for the proposed project site existing runoff conditions. OR The project proposes to construct 5,000 square feet, or less of new impervious surface. Our project will create less than 0.5 cfs increased 100-year, 24-hour peak in developed condition compared to the existing condition (see calculations in Section IV of this report) and the project site is not located in any critical area. Thus, our project meets the criteria for the exemption. 1.2.4 Core Requirement #4: Conveyance System Site runoff will be collected by means of yard drains, catch basins and roof drains. Collected runoff will be conveyed to the downstream 12" storm along the Road ROW. The conveyance system will be designed to the 25-year peak flows and checked for flooding conditions at the I 00-year event. 1.2.5 Core Requirement #5: Erosion and Sediment Control During construction of the infrastructure for the plat, temporary erosion control methods will be implemented to prevent sedimentation and erosion using those methods as outlined in Section 1.2.5.1 of the KCSWDM. 6 1.2.6 Core Requirement #6: Maintenance and Operations This requirement will be fulfilled by the property owner until bonds have been released and the public drainage systems have been conveyed to the City of Renton. 1.2.7 Core Requirement #7: Bonds and Liability Bonds and insurance will be required of the owner during construction and until the drainage facilities have been accepted by the City of Renton for ownership. SPECIAL REQUIREMENTS -SECTION 1.3 OF KCSWDM 1.3. I Special Requirement# 1: Critical Drainage Areas The site is not located in a Critical Drainage Area. 1.3.2 Special Requirement #2: Compliance with an Existing Master Drainage Plan Not applicable to this site. 1.3 .3 Special Requirement #3: Conditions requiring a Master Drainage Plan Not applicable to this site. 1.3.4 Special Requirement #4: Adopted Basin or Community Plans. Not applicable to this project. 1.3.5 Special Requirement#5: Special Water Quality Controls According to 1.3.5-1 the Threshold is: If a proposed project will construct more than 1 acre of impervious surface that will be subject to vehicular use or storage of chemicals and: (a) Proposes direct discharge of runoff to a regional facility, receiving water, lake, wetland, or closed depression without on-site peak rate runoff control; OR (b) The runoff from the project will discharge into a Type I or 2 stream, or Type 1 wetland, within one mile from the project site ... Then a wetpond meeting the standards described below shall be employed to treat a project's runoff prior to discharge from the site. A wetvault or water quality swale, as described below, may be used when a wetpond is not feasible. 7 Since the pollution generating impervious area subjected to vehicular traffic in our project is just 3900 square feet of asphalt pavement, and total impervious area of the site is just 0.48 acre (less than I acre), our project does not meet the threshold of Special Water Quality Controls. Thus, our project can be exempted from the Special Water Quality Controls. 8 IV. FLOW CONTROL/ WATER QUALITY FACILITY ANALYSIS AND DESIGN IV.1 HYDRAULIC ANALYSIS The drainage analysis used Santa Barbara Urban Hydro graph Method for runoff calculations. IV.2 EXISTING CONDITIONS The proposed short plat encompasses 0.69 acre. The 20' wide access road (0.07 acre) for the short plat along the Road ROW is also tributary to the site. Total drainage area is 0.76 acre. According to the 1990 King County Surface Design Manual, assume existing condition is till forest (The existing house on the site was built in 1988, after 1979, assume the existing condition before 1979 was forest). exforest Event Summary E~~nt I Peak Q (cfs) I Peak·T-(~ 1Hyd Vol (acft) ~ (ac) I Method i Raintype ' 2 year 0.0649 8.30 0.0383 • 0.7600 SCS TYPE1A i 5 yea~I 0.1074 8.26 0.0553 1 0.7600 scs nPElA f1oye~r 0.1670 ·1 8.26 I 0.0785 0.7600 SCS iTYPEiA: i 2s year r--o.23is--f--s.26--j -0~1-03-3 --l 0.1600 ·-·scs--i TYPEiA-i i1ooyearj 0.3004 -, 8.22 0.1293 '0.7600 -· SCS ITYPE1A I Record Id; exforest -------i-----------,------·· ·------------- I Design Method 1 scs I Rainfall type TYPE1A Hyd lntv I 10.00 min !Peaking Factor 484.00 ---" ----------------r------------' ----------------------·------.. ------ ! Abstraction Coeff I 0.20 -·-· -·-····-··---··-,---------· ----·-·----·- 1 Pe rvi ous Area (AMC 2) 0.76 ac DCIA 0.00 ac IPervious CN IPervious TC 81.00 DCCN 37.93 min DC TC Pervious CN Cale 0.00 0.00 min Description SubArea Sub en . -·-----------------------------···--·-····----------------------------------------···-··-· .. -···-·-·-·-· Wood or forest land 0.76 ac 81.00 Pervious Composited CN (AMC 2) Pervious TC Cale · Type Description Length : Slope : Coeff Misc ----______ ..=:c-:----··-----···-··--·-.... -.:.:.:.=--===-=-=--=-=-::::.:...=:-==-==-======== 9 ,---,--,--,-------,=-=--=, =--=-=-=== IShe~~ Wood~-or forest with light I underbrush.: 0.40 :240.00 ft Pervious TC Existing 2 year peak= 0.065 cfs. Existing l O year peak = O. l 67 cfs. Existing l 00 year peak= 0.300 cfs. IV.3 DEVELOPED CONDITIONS 37.93 37.93 min The preliminary plat proposes 4 new homes and I existing home on 0.69 ac,es, or a density of7.27 DU/GA (R-8 Zone). Use 8 DU/GA. From Table 3.2.2.D of the 1990 King County Surface Water Design Manual, the percent of expected impervious area for a site with this density is 60%. Total onsite drainage area= 29,963 sf.= 0.69 acre. On site impervious area= 17,978 sf.= 0.41 acre (assumed 60% impervious area based on 8DU/GA). Total onsite pervious area= 11,985 sf. (40%) = 0.28 acre Total offsite impervious area= 3,060 sf. = 0.07 acre (assess road along road Right of Way of NE 8th Street, only the offsite impervious area is collected). Total impervious area= 0.48 acre Total pervious area= 0.28 acre Total drainage area= 0.76 acre dev Event Summary Event iPeak Q (cfs) jPeak T (hrs) jHyd Vol (acft) :Area (ac) jMethod Raintype • 2 year 0.2681 8.00 0.0906 0.7600 SCS TYPE1A 5 year 0.3373 8.00 8.00 ,, '' - 8.00 0.1139 0.1436 0.1737 0.7600 scs scs 10 year , , 25 year ! 100 year 0.6041 8.00 0.2042 . 0.7600 0.7600 0.7600 Record Id: dev ---------- !Design Method 1·-.......... . !Hyd lntv jP~rvious Area (AMC 2) I ----•. -.. . - jPerv1ous CN SCS Rainfall type '''''' ''' 10.00 min Peaking Factor 0.28 ac 86.00 10 Abstraction Coeff DClA -· -~--------____ ,, ____________________ .. DC CN TYPE1A TYPE1A TYPE1A ------ 484.00 0.20 0.48 ac 98.00 IPervious TC 9.74 min DC TC 6.30 min Pervious CN Cale Description ~-------------- Open spaces, lawns,parks (> 75% grass) Pervious Composited CN (AMC 2) SubArea 0.28 ac i Pervious TC Cale !~-------------------- Misc Sub en 86.00 86.00 TI Ii Type • Description I Length , Slope Coeff l-r--:-· · ----------·r·-·· ----,-------· ---·-r-------- 1 tsh t5hort prairie grass and lawns.: 1110.00 •,S.OO% O.lSOO 2.00 ·19.27 ii ee io 15 1,ft 1n min I• .. !I [20060 10 47 1scs :Storm Sewers 12 in diam (k = 50) ift •2.00% ,so.0000 lo.so I min ' I Pervious TC 9.74 ' min I ---- I . ... .. ·----------_ ...... -----·-···-"""' ---------·'·""""""""" Directly Connected CN Cale --------------- I Description SubArea Sub en I ... . ... .,_. __ --............. . ., __ -·-···-·--·---.......... , ____ [ 0.48 ac --. ·······---.. --,----- Impervious surfaces (pavements, roofs, etc) 98.00 DC Composited CN (AMC 2) • 98.00 ------. ······----·-------- Directly Connected TC Cale ---·------- i . ' I • i -~-i---------Type r Description I Length Slope ; Coeff / Misc TI • i·-·-··---- Ismail site i jFixed Directly Connected TC Developed 2 year peak= 0.268 cfs. Developed IO year peak= 0.425 cfs. Developed I 00 year peak= 0.604 cfs. \6 30 min I 6.30min The difference between the developed and pre-developed I 00 year peaks is 0.304 cfs (less than 0.5 cfs). According to the Exception on page 1.2.3-5 of the 1990 King County Surface Water Design Manual, flow control can be waived. IV.5 WATER QUALITY SIZING Since the pollution generating impervious area in our project is just 3900 square feet of asphalt pavement, and total impervious area of the site is just 0.48 acre (less than I acre), our project does not meet the threshold of Special Water Quality Controls. Thus, our 11 ' • /. ' project can be exempted from the Special Water Quality Controls according to 1.3.5-1 of the 1990 King County Surface Water Design Manual. 12 ,I V. Conveyance System Analysis The conveyance system analysis will be included in this report at construction document submittal. The system will be designed to convey the 25-year peak flows and checked for flooding conditions at the I 00-year event per the 1990 King County Surface water Design Manual. Since the I 00-year developed flow discharged from the site is 0.604 cfs and the capacity ofa 12" CPEP storm pipe is 3.87 cfs at 1% slope. The designed conveyance system will have enough capacity to convey the I 00-year storm. Pipe calculation Diameter 1.00 Slope 0.0100 Manning n 0.012 wet area 0.79 Wet parameter 3.14 Hydraulic Radius 0.25 Q 3.87 V 1.23 13 ,,,. .. '. · .. VI. Erosion / Sedimentation Control Design Erosion and sedimentation control will be provided by utilizing BMP's selected from the 1990 King County Surface Water Design manual. These BMP's will likely include, but are not necessarily limited to, sediment pond(s) and/or trap(s), silt fencing, construction safety fencing, interceptor v-ditches, rock check dams, plastic sheeting of stockpiles, straw mulch, and hydro-seeding. A Temporary Erosion Control Plan will be submitted as part of the construction documents detailing the means by which sediment and erosion control will be handled during construction. 14 ,. ORIGINAL E!tS:U.IBNT fOR UNOERGROliNO t::LhCTRlC SYSTEM f'oz; a11~ in coi-,.:<,;.-\.derati•::,n oi 0:Hl DtJlli'll: (;L U.3) arid othBr valuable mnsi!s~ration, thf." rc.:::i:lipt ~f :,:hich ls h1:creby ao::kn:ow.l<,:1.J,7ed, ~-JW.D_LOANJ..S.S.CCIA'r.ION _____ -------------------- [''Cntnlot" hnrcitti, ;1,'T:tnl.f. co,;vl.!_1~ i>nrl wurnnls !l'I PUGE:T f,OUNTJ POWF.R ~ ll<,X"f COMP.l,.NY. ii Wu!hi~lor: D>r· p0r,1(ior. f'Gr,1r,!ml" hmnln]> fnr 1hr, ,)':.ir11=.1 h1.'rulnahr.r ~l!I fr,r!h ~ ;,'1rpr.!11;1J 1::1i<1,nnc1,1 111'\dtr. aern."s :mrl 1wer the ft,!. lowir,fl cif.'crihed r.cul fl:"IJfmrty /!he "Ptt.1p,~r1y·' !ici-ei11f ___ J.;:·j n9 r.uur,ty. W;uhini,:;cn. SLE EXHIB!T "A" ATTACHED HERETO. E',4/04..'(!E,. ,, 0 -~---~.-..~-~~:~~~----Z.; 2?~.ii"*1t:"$:,jcrr ···~. f. 5s I ~ 1 S,I(''.) :.-:::·: S,'tG!.l '.~_rr: \: ~:::·::.· · ;:-1 .::Wt: ,j/S!/.!U ~:-1.l.' 2! A, B, C. All streets as constructed or to he ~onatructed within the a,bove deBcribed Prope~ty. When s~id reads are dedicated to ~he public, this clause is to become null. The extQrior seven fe~t 1 ~~allel with and adjoinin~ tne street frontage of all lotn and tracts, ~aid lots and tr~ats ae ~elineate~ on the proposed plat of C.:"tstlet,1ood ru\nct'lettea. A 2,5 strip of land, parallel with and adjacent to all interior lot lines1 said lot lines as delineated on the propos'@d plat of Castlewood Ranch-ettes. 1. ~lJOn.. Grantee i;halt haiw !he ri;jl! to ccmtitrUL1, opera{e:, !Tla:lnl-l'!ln, tepair, repJ~ and enMse an und!!rground el«ctrir. tr11fl5ftlS!llion .md/ar distribution Sf51!:!tn v:p,on ind under thft Right-of-W1y tof:JeOJe:r wilfl an llet:ec'ilery m-ronve11lent 1.p,- pur:te1&nce, 1hen,ror. which. may indude' b1J.t ue n,:3t licnl!IKI lo \ht follfJW'illg:' unde~d eontluill, cab!ei, OOlli.-":tmJe;.tion !lnu: vim!~ mc.n.holn. ™tc:ml'a, and tran.ri"om1,u: 111'd SEml-butietl or ground 1t11Juamd fad.litlet. Fo\kiwing the: \nitl•l (7Jt'l- &tl'ue!l<m of ilJ facilil!l!t. Grant!H!' may from ti.me to lime i:oneUV<:t 1acb addiUIID&l fJd1lti¢5 u II may 111V,l"te. J. Acl:eM. Grant Be shafi hive !he right of aoceu l-o me RISh!--ot'·WJY ~t nnd tCl'05~ the Property 1tt 'ffllble Gunrea ta-txm-- cise !ttrie)ia M'N!'IJndM. pr-ovided, thitl Granlee: ah.ill comp:nsate Gren lo: f Dr rmy dtt1H1ge tu !he Property a'POO by lhe e,:1:r- cLM! ol Niid rishi ot .a~s. ~. ~~I d -rpi:ng. Gn1:11tH m<1,. tmm ttnutto time te/11QV81NBS. bu.$iu~,. or Dtl\a1:ol,11f'UCttm-.i witlun the Rlgh"- oi-Wuy an<l m;ry lc,·el and il'~e th11: Right--d·Wat to tM ex\til'l\ reasonably~ IQ ,:arry our the pu~ set fotth In pve,g:rq.ph 1 h1reol, pmvlMrl. that !olkrwtna a~ such work, Cnn,ee sh:ill. tv th.tr ~t&nt reas~m,,bly pt11ctica;ble, retiof8 the R~t..oi·W&y le the condllioo I! w.»: Jrrtmediale(y f.Jrlor fo l'Jt:h wark. Pollow{ng !hit in,-1,:Jlat;on o( Gnmlta'1 uuclergrourn! facllitlea. Grafllor 11\Q)' tll'ldmal.e artyorcllmu:')' lmproV!lTtoentl (IJ ibe !and,cir,p{ti; oflhe ttigllt.o£~Way, pnr,,idad Out 11;;atntt1 Of' o!h<,.• yi.lnnl:f. ~.tll ~ plaO!'ld 1henoo which waulrl be unre~al,ly t'X{)1!1iaiYe. or tmpractie&l !or Grt,,.u>ti to remtlft and 11!.!llote. ~ Gnftllcr', U:u or 'Righ1.a:t[·Way. Gl"fl.Mor re.ic-rvll5 l'h.e right !ti Ute I.hie' Ri8ht-0f.\'h1.:,, for sny puryore Ml lneonsist*tl.t ,-Jilh !he ,i~hts h,~tn ganlsd. prt:rvtded: \h,111 Cr,n!Qr sh•ll 11111 c:mt!II\IC:f Of mdri:taln lil!JY l:ml\ding(lt !lthet 6/;rUctwlt DD lb.a lt\pit· , or.way which would l?lletfe~ wilh lhts 1txertia~ ,of tli.e rights here.in granled:; tM! M disa;iti& tur.rui1fug l)J' otmlr fwr.:2 ol CM- a1tz-11ci~on actlvily.lh1Il be don.son the Propf!l:ty wht<ll would di1J.1111b the (:Clrnpiic.lian ar IJllffrlh Cr1Jtit-ee·11 !acihlf• on the RI9:h!-d-Wa,y, or "9ndang:u ilie lalml support to st,1d f!1Cl1f(i~: 'Im.I lb,! r..o b1U1ltl;th<11t be dun" wllhln l!i fett of the R{ghlAX• Way. ·:· -. S:,.~'1°•B)'acc.,•,'.~-a.ridnrcordiJ)flhb~ent.GniJ1tH~tolnd~nU1aadhold~~G~t1,rltoro~ 11ontlall.~/t(-~UNIN&Cl/ordamsp!lrulJ&I'l!ldbymy?9C100whlctim1yb9cal.lMdbylbeGrant~Js~of1helightf h•. . .~-P.'~ lhat Gnnta~ ~N not h-re,ixm1Uble to Cra.nlor for llt!y l;;j-.:it\.ea r11nd/Qi da:ruaps 1-G IJJ)' ~ ,Ulol'ld1,y ~-ot'·ptt,,ilil<ltll' o1 Gnn\tlr. , . · · .-:: .-.· '_..,; \.. ,,.·: . . · -,. AbrimUIC~·dt?rba rlsbtJ Mrfrin g:r1ut~ WH t:0nt1nue unl\l ,uch tim.• a.-Gnil'llee DB11st1 11) IISe fha 8laht4•Wat tor• . ~.tied, o! ~'!_1\.(&J:~"41 )'wan.. In whlr.h event 1ht1 <essem,in1t shall te;min.!i1e 11nd <JU rtghts.her~nnc):aT sh&tl ttV'ffl'( la Ora-r.,. ta:', pttmd'~ ,h;.\·1\0 ,b8noimmttrn ,hti11 be d~emed to hewe acctined by reason of Grsn~·, t~Utt lo \nl!lalty ln..i:.Jl ».,, ffW:ilities atr· tM'R.lsl•.t.Qf..'lh'.aY withln CJIY pericx:I of tim• from. the d1.11e h,r!?'Of. i", ~on Nd~ 'I'ltd rlghb ~ntl. o!>ligstlQm of the psr'!l!l:' J.b'9oll IMre 10 fue b,melit of and be bindin1J 1'90" tht!r Tll5-petil>'~ WCI:~ 1111'1'1 ~ R-1940 KJ-38 · FfU:o FOR RECCRL' .'.T FcfQUEST OF· Ol!2675 235-38 PUGET P(:!'/lEP. ' FtEAL ESrti1·z 01·,(I: ,:-;·;: AiTEITTJON PUGET PO\.\'Si'! D:.~ ::. PAULA BA:..L tSllEVUE. WASH!N~ i"Q11i 9600~ I i i I l I I I i f ! I t f [ ] f ' ' ' [ I [ ! t f ~ ,,. f: £;:- :::,,· ><· k rt Gl) ro ..,. Q <J;) 0 -~ "" a) STAT'E Or'"WA&HlNC::TON J ss COUNTY Of I On 1hi• d;i.v p~~onnll~· 1111111:or<'tl h .. r.:in• me to me knnwri l1J l)P. lhc imlh•kh1.11l _ 1foJC:rlhcil in !"Ind who e:i:cc111cd the ,.,.llhiri r,,nd f1K,p.olng lnt1tmmon1. tnd ~ckr\o\\lledged !hat. ··----,!)lri1:d !hl\ ~nmti nJ ----rrcc nn<l 110\unu:irr n.cl .,nd dnd fqr lhe u,...e,. 11.n<l pUf'Jl'*• theTe!fl montLoncd. ST,\TJ•: 'JF WMilllNGTON ! COUt.i'l'Y OF ss I °'1 In!~ do.~ pcrsom1lly iipPil11tr.d befote m~ Notary Public \n find fot lhe St.a•a of W;t!'!hin¢m, n!sid\11~ n! --------------- ·"---· to mr. k:lowTI 10 be lhe individ1,.1H1 _ cle.K:.ibcd In and who i;?J:(!O.lied t'IH: within ;i,nd roresoiJ)g inslr1Jro.1!1',L and e.cl,;nCIW~!)Cd lh11I ----~i~c:d !he! 11:;m'IO 88 free ;.nd vnl1Jnlt.ry acl and d,eorl for tho U5ell and purpoae! !herein 1J11tnlicned. GIVtN ,,nder my hand "m:l ofncial .11?al \hb ___ day of ~T/1.TR OF WASHlNGTOt'l ) ss COUm'YOF I On lhis da.v per~nally ;1,pp11111rd bl!fou, me Notary Poblic in and for the SlGlc of Wu.hi!~. t'eS!ding n1 ·"---· lo rn~ known to be the individual __ dG-mibE"cl In and l'lnO' l!!Xe!."llted th~ within and l~ing in!IT'Umeo.t. -and Bci.nuwledged tha1 ----sigpr.d th" same u ftH and voluntazy act .;;,.."'~ d,ed !or ~e uses ;pd putp,'.lSoft tkeretn tJIIKjUaned. GIVEN under my hand and otfidal seal thii ---d1)' ol _,, ___ _ N~a'")' ?ublic In and fot tht Sin.ta o[ Wulurtgttm. Tl'!ILdlD.H at ---------'-------- '( ! ,l ,, ! '.'.::ascade Sa.v:ngs r,. Loan .ll..ssn. BX.EfBIT "A" That portion of the East half of the So·.ithe~st quarter of the North- west quarttlr of Section 10, Township 23 North, Range 5 East, W~M., in King County, Washington. EXCEPT the So~th 30,00 feet and the North 10.00 feet thereof a~ reserved for road ptJrpoises in instrmr.ent, recorded ur,der Ji.uditoI:' 1 s File No. 3247793. A.ND ALSO EXCr:;l?T that }X).i:tion of said I:,1st hu.J.f dcsci:ibed u,:3 follows: C:Hnmencing at the intersection o.€ the North line of s;;iid East hal:t with the centerline of 13.Sth AvG. S.E. per road survey number 10-23-5-10 (s.:e:. 12.Bth st. to Renton -Issaquah ?Dad); thence Sou·l:.h. 8t,0 29 '36'" East, a.long the North line of said East half for 23'2.. 73 feet:. to the true point. of beginning, thence South 00°49'36" East for l70.78 feet; thence South 88°29 1 36~ East, parallel with said North line, for 271.15 feet; thence North 00°49 1 36" West for i70.78 feet to a point in said North line dietant 211.l~ feet Ea$terly from the true point of beginning, thence North 80°29'36" west, along said North line, for 271.15 feet t~ the tru~ point ot beginning. AND ALSO 'f''\C.EPT t..' . ..Jt pertion of .said Ea.st half described ~s follo-ws: Commencing at the int1:traection of the North line of said East h,:;t.lf with the centerU.n-e of said 138th Ave. s.;::.; thence So•.;ith SB 0 29'.36" East. along the North line of said East halr for 232.73 feet; thence South 00 "49 1 36" East for 3 0. 02 faet. to tru> true Point cf begin.-,,ing said p:)int being ·iri a line 30.00 fe~t Southerly of and parallel with said North line; thence South ooa49 1 3!5" East .for 1.40.78 feet; the~,c~ So\tth B8°29'261t tas:t, parallel with said North line, for 196~l5 feet~ thence South 10°SB'21" we~t f.or 164.71 fe~t; thence Sooth 00°08 1 57 11 west, paral.lel with the East 1.ine of said East ha.lf, for 144.41 feet; thence South 0~0 58'33" Ea~t for. 148.39 feet to a pOint in ,a 451. 79 foot radius c:;:urve coneave to t.···:::. North, the radius eenter of said C"rJtve bears North 13°47 '46'' East from said point:; thence Westerly, along said cu:i;ve, passing through a central angle of 02°57'16 11 for an arc dist..mce. of 23.30 fe1et to the beginning of a 507.79 foot ~adius curve to the left; thence Westerly, along aaid curve, passing througli. a cent:i:-al angle of 16"36'06" for an arc di::1tance oi 147.13 feet; thence North 89°51'03n West for 183~09 feet to the beginning of a 2S.00 foot radius curve to the ~ight; thence Northe~ly, along said curve passing through a central angle of B9g5l'l3ft for an arc distance of 39.21 feet to the East margin of said 138th Ave. s.~.t thence North ooaoo•10~ East, along said Ea.st ~arginr for 525.56 feet to the beginning of a is.oo foot radius curv-e to the right: thence Sa.sterly, along said curve, passing through a. cantra.l angle of 91 °JO' 14 .. for un arc di.stance of 39. 93 feet to a lir,e that bears ~rth 88°29'36~ west 165.49 feet trom th~ true point of beg.:.J\ning; thence South .8~0 29 1 36" East 165.49 feet to the tru€ point of beginning. ~D ALSO EXCEPT that portion~= said Sc.st half lyi~g Westerly of the East ~~rgin of said 138th St. S.B., as conveyed to KL~g County, by deed re~orded under Auditor's File N0. 6f15097. AlSO known as the p!:oposed plat of Cast1ewood Ranchettes~ '. • c&\.V.1..1.1 .... .1. i vi:. ._:uv.&:;NANTS RUNNING W.1.'l'H LJftftf .a. .l/Ut,. 410415 E THIS INDENTURE and declaration of land, made this M_ day of ..41~,a,I-- Savings and Loan Association, WITNESSETB: RECD F CASHSL 6.00 covenants running with the , 19~ by Cascade WHEREAS, said party is the owner in fee of Lots 1-22 of CASTLEWOOD RANCHETTES, an addition to King County~ Washington, as recorded in Volume ~?--0, of Plats, pages \ 'l. -\.1!1. , records of King County, Was ington, which property is located in King County, Washington, and, · WHEREAS, it is the desire of said party that said covenants be recorded and that said protective covenants be thereby impressed upon said land, now therefore, IT IS HEREBY MADE KNOWN THAT said party does by these presents make, establish, confirm and hereby impress upon CASTLEWOOD RANCHETTES, an addition to King County, Washington, accordi~ to plat thereof recorded in Volume \ )..'\ of Plats, pages \'\ -, records of ~ing County, Washington, the following protective covenants to run with said land, and do hereby bind said parties and all of their future grantees, assignees and successors to said covenants for the term hereinafter stated and as follows: 1. The area covered by these covenants is the entire area described above. 2~ No lot shall be used except for residential purposes. No building shall be erected, altered, placed or permitted to remain on any lot other than·one detached dwelling not to exceed two stories in height. This restriction is strictly intended to insure architectural harmony in tbe neighborhood. 3. Easements for installation and maintenance or utilities and drainage facilities are reserved as shown on the recorded plat and over the rear five feet and the side two and one-half feet of each lot. Within these easements, no structure, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities, or which may change the direction of flow of drainage channels in the easements, or which may obstruct or retard the flow of water through drainage chafinels in the easements. The easement area of each lot and all improvements in it shall be maintained continuously by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. 4. No noxious or o nsive activity shall be carried on upon any lot, nor shall ything be done thereon which may be or may become annoyan or nuisance to the neigh.borh_ood. s. No structure of a temporary character, trailer, tent, shack, garage, barn or any other outbuilding shall be used on any lot at any time as a residence, either temporarily or permanently, except that the Architectural Control Committee (ACC) may approve the use of trailers or mobile homes for a designated length of time, not to exceed six (6) months, to be used solely for a i f/L'E~°l.},i;cord at Request o1 Nam !Xillf S,u, ~ .I J RECOROE'.l mi, f:.'. i' Nav 6 ID 39 AM ·a~ Addres.s tvca I /f 9~t?l ;t Br+tvu. u1t ?JoJ 1 B>'THE DIV:$!'.,··-: OF RECOilOS .,; ELE,.; iJ:iS KING COUNi: /v .. ~ , ' . U'l -1 '"1 $ 0 ~ ~ ! • 6. 7. a. 9. 10. temporary residence or construction headquarter during the construction of the permanent residence. The approval in the above case by the ACC is expressly subject to the approval and issuance of a permit in each case by King County. Any dwelling or structure erected or placed on any lot in this sUbdivision shall be completed as to external appearance, including finish painting within nine (9J months from date of start of construction except for reasons beyond control in which case a longer period may be permitted. · Inoperable cars or other unsightly vehicles shall not be stored on any Lot in view of the roads or the homes of other lot owners. No firearm., cross bow, bow and arrow, or air gun including without limitation, BB type or pellet guns, whether for purposes of hunting or target practice, shall be used within the subdivision. No sign of any kind shall be displayed to the public vi'ew on any lot except one professional sign of not more than one square foot, one sign of not more than five square feet advertising the property for sale or rent, or signs used by a builder to advertise the property during the construction and sales period. No animals, livestock or poultry of any kind shall be raised, bred, or kept on any lot except that dogs, cats or other household pets may be kept, provided that they are not kept, bred or maintained for any con:anercial purposes. 11. No lot shall be used or maintained as a dumping ground for rubbish; trash, garbage or other waste shall not be kept except in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary condition. 12. No individual water supply system shall be permitted on any lot. 13. No oil drilling, oil development operation~, oil refining, quarrying or mining operations of any kind shall be permitted upon or in any lot, nor shall oil wells, tanks, tunnels, mineral excavations or shafts be permitted upon or in any lot. No derrick or other structure designed for use in boring for oil or natural gas shall be erected, maintained or permitted upon any lot. 14. No fence, wall, hedge, or mass planting, other than foundation planting, shall be permitted to extend nearer to any street than the minimum. setback line, except that nothing shall prevent the erection of a necessary retaining wall, the top of which does not extend more than two feet above the finished grade at the back of said retaining wall, provided however that no fence, wall, or hedge &hail at any time, where permitted, extend higher than five feet above ground. .. 15. No building shall be erected, placed or altered on any lot until the construction plans and specifications and a plan showing the location of the structure have been approved by the Architectural Control Co,mnittee as to quality o'f workmanship and material&, harmony of external design with existing structurea, and aa to location with respect to topography and finish grade elevation, No fence or wall shall be erected, placed or altered on any lot nearer to any street than the minimum line unless similarly approved. Approval shall be as provided for in Paragraphs 16 and 17. 16. The Architectural Control COIQIDittee is composed of: Steven R. Erickson Graham Haight Jess Taylor Simpson Hewitt, Colby, Everett, WA 98201 Same Same A majority of the committee may designate a representative to act for it~ :In the event of death or resignation of any member of the committee, the remaining members shall have full authority to designate a successor. Neither the mem~ bers of the committee, nor its designated representative shall be entitled to any compensation for services performed pursuant to this covenant. At any time, the then record owners of a majority of the lots shall have the power through a duly recorded written instrument to change the membership of the committee or to withdraw from the com- mittee or to restore to it any of its powers and duties. In any event the term of office of the above designated Architectural Control Committee shall terminate automatically upon the sale or conveyance by the Declarants herein of the last lot owned by them in this subdivision. 17. The committee's approval or disapproval as required in these covenants shall be in writing. In the event the committee, or its designated representative fails to approve or dis- approve within 30 days after plans and specifications have been submitted to it, or in any event, if no suit to enjoin the construction has been commenced prior to the completion thereof, approval will not be required and the related covenants shall be deemed to have been fully complied with. 18~ These covenants are to run with the land and shall be binding on all parties and all persons claiming under them for a period of thirty (JO) years from the date these covenants are recorded, after which time said covenants shall be automatically extended for successive periods of ten (10) years unless an instrument signed by a majority of the then-owners of the lots has been recorded, agreeing to change said covenants in whole or in part. 19. Enforcement shall be by proceeding at law or in equity against any person or persons violating or attempting to violate any covenant either to restrain violation or to recover damage .. 204 Invalidation of any one of these covenants by judgment or court order shall in no wise affect any of the other provisions which shall remain in full force and effect. . . I . I • J 21. Any owner shall.have the right to enforce by any proceeding at law or in equity all terms hereunder now or hereafter imposed and the prevailing party in said litigation, in addition to any other sums which said party may recover, ahall be awarded reasonable attorney'a fees, court costs and any expense of litigation. IN WITNESS WHEREOF the undersigned have affixed their signatures • CASCADE SAVINGS AND LOAN ASSOCIATION By: .~~ad, STATE OF NASHINGTON) I ss COUNTY OF ) ~ On this d,t/tl day of , 19 ,!'t/, before me, the undersigned, a Notary Publi~the State of Washing.;.on,, IA duly commissioned and per anally appeared S::l'ZtHG .A':'e4,u! '°"',,.,., and , to me own to be the ' , respectively, of CASCADE VINGS AND LOAN ASSOCIATION, t e corporation that executed the foregoing instrument and acknowledged the said inst.,..rument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated tl:i~~,. ,, ~· they were authorized to execute said instrument and that the.seax~'0: affixed, if any, is the corporate seal of said corporation. · -~o~~- WITNESS my hand and official seal hereto affixed the .day ~it.-}, and year first above written. i:, forth~ at,<.< . /I ' ·' ------------.. -· ------:-----·-----~- .l.J &Jee 30 35 """ 19 ~a wl050. .;ar11ea w Brn.dt,ird, e.a wilJ. ari;,eiced. :;.l.5011;"B aud ..,l.50 at ad1-.l" of ~he estor , 1 t.L-1e .• to .at1ne u ... err1ck f1:-:u i..ue ;.er,·lck . .niloy,r::a their sep pty t'p g b • a11d cy to sp • tt.ei'.1.,t: cles ?:"e8lpt.ys1t.1nkow: U'ndlTlded one-halr int in 2} ot SKi ot S91l 10, tp ,3--R 5 Ee.at; Slf• ot SE• or aeo lo, tp 2:i --Rg 5 out; Bi o!'·_SJ:t, ot aeo 9 tp ~3 --Rs 5 ea.at; lesa ooal andaine:rel rights, o:t'rttcor4 and &l.i. subJ to ta.xee unpd ~ by---e.utbori tyof' the Superior court o.t kow 3e.rr.ea ~ Bradford ,ui aw~ or thee.Gt ot Xittia li J.:erriok dttauased I wt tl:) wiJ.l ai:net:z::ed lcow l>lio 19 35 by Jame• A .aradt'o.rd as a4mr ~r theestw or A.lttie H kllU l&e.rrtok deod .. It a J. llen4arson np re• at Seatth, 'i'm(NSs•?t -' 37t llll t:I .f1rat ; ... tl !lank Austin minn "'"9. D~~~ ' Aug U 3-5 ~693.5? ~l.lrs and wl. et lama• E Bradt'or~, ~• ai&Ell" ot the eat otChe.rle• L J.:erriok. alao kn aa CL 1'erriak. deceaaedtwith will annexed to Anna 0-J.er dck and We l:e1·riok J.ailey. aa their aep pty tp I b • ond 07 to ep tba !1,; dea reel pty ait1nko•: Un.di.-14ed one-alxt.b lnt lnand to: or Bf ~;: .~ th, 1 J,.tAI' S-a~ 111 ... l.O tp 23 Ilg 5 .... or &Ii ot He 9 tp u ~~ eaat 1••• an4 eral bta, • ze• mpd • •• 1i79ut110rttyot Guporlor Court ror k! Jam•• .ii ad.ford Aa ol!mr r tba eet or Cbe.rlea L Werr1ok,al*> C L 1Je.::rio1. deoenaed, Wlll !llllexel' ICDU witb. kGW Aug 12 35 b7 Ju•• E llra<ltord u ada ot tho ut W.rr1olc:...t!l9o Im•• c i. l!arriot, d.a4 bt O .I iiandaraoo. Hpt • • 3'1 I llll lat 11atl blll1k au.tin ,unn at Charloa L npliinr•• ata(NS ilDO Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 20051129001121.001 21111111111111111 0051129001121 CITY OF :fiin ORO 39.811 iiR~!I~· Please """tort= inlonmtion WASHINGTON STA TE RECORDER'S Cover Sheet (RCW 65.()4) Document Title(s) (or transaction, contained the:ein): (all'"""' applicable to your document mun b< filed In) 1. Ordinance No. 5161 2. 3. 4. Reference Number(s} of Documents assigned or releued: Additional reference It's on page_ of document Grantor(s) (Last name first name, initials) I. Cit;i: of Renton ' 2. • Additional names on page_ of document. Grantee(s) {La$! name first, then 6r,t ruunc and iiritial•) I. • 2. • Additional names on page _ of document Legal description (abbrcviamd! i.e. lot block, plat or section, township, range) That portion of the northeast quarter of the southwest qlJlU'ler of Section 10, Township 23 North, Range 5 Ea.st, W.M., King County, Washington, lying northerly and easterly of the existing City Limits of Renton as annexed by Ordinance No. 3553; Additional legal is on page 6 of document Assessor's Property Tax Parcel Accoont Nnmber D Assessor Tax# not yet assigned 6649500060,6649500070,6649500090,6649500100, 6649500150,6649500170,6649500190 The Auditor/Recorder will rely on the information: provided on the form. The staff will not rood the document to verifv the accuracv or comnleteness of the indc,ini{ information -vlded herein. I am requesting an emergency nonstandard recording for an additional fee as provided m RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure some part of the text on the original docwnent. ______________________ Signature of Requesting Party CERTIFICATE I, !he undetsigned City Clerk of the City of Ralton, Washington, certify that this is a troe and correct copy of . Of?. 0 5' I~ • Subscribed andse;dedthis ofll@k,202:[ 41ti,,,,µ.·.J. Wa/itirv City Clerk CITY OF RENTON, WASHINGl'ON ORDINANCE NO. SJ 6J AN ORDlNANCE 011 TIU CITY OF .RJ:NTON, WASIIINGTON ANNEXING CERTAIN TERRITORY OF TD CITY OF RENTON (PARK TERRACJ:-1:Xl'ANDED ANNEXATION; FILE NO. A-G4-00Z) 20051129001121.002 WHE1U'AS, undn" the provilions ofRCW 35Al4.I20 u amended, a petilion in writing ~ that cerlain territory contiguous to the City ofRemoo, u described below, be lt!l!lexed ·.1. to the City of Remnn, was presented and filed with the City Clerk on or about September 16, 2004;and WHJOO!;AS, prior to the filmg and cin:ulation of said petition filr annexatioo to the City of Renton, the petitioning <JW11ers notified the City Council of their intention to commence sucll J)l'O("'l"iings u provided by law, as more particularly speci&d in RCW 35A 14.120, and upon public bearing thereon, it having 1-1 determined and the petilioning OWllQIS having ~ 10 assume the pre-existing onlstanding indcblcdness of the City of R,,otm as it pertains to the territory petilioood to be =-ed.; and to accept that portion of the City's ~ve P1an u it pertains to the tmilmy in chiding the applicable Zom!lg Code relaling thereto; and WHEREAS. the King County Department of Assessn>eatt& <=lllined and verified the signab,ru on the peliliDn for MIIUlXalion and d.-mined signab,ru tepicsait aaeage, as provided by law, in ca:ess of sixty pen:enl (60%) of the area to he annexed; and WBEJtEAS, the City Council, '8a due notice and publication, beld a public heariog on !he 60% Direct Petition and poeaible future zoning fur the initial 7.65-acre annexation site on I 20051129001121.003 ORDINANCENO. 5161 December 20, 2004, and at that time accepted the 60"/o Direct Petition and authorized the seoding of the '"Notice of.Intention" to the Boundary Review Board fur King County; and WHEREAS, during the Boundary Review Board's mandatory 45-day review period the City "invoked" the Boondary Review Board's jurisdiction by letter on March 22, 2005, n,questing the e,cpansion of the initial anneution by some n.35 aaes; and WBERL\S, the Boundmy Review Board fur King Coumy, after duly pnbti•ldng and posting the expanded area, held a public hearing in Renton on May 24, 200S, to consider Reoton's request to expand the boundaries of the initial 7.65-acte aooexatfon site; and WHEREAS, the Boundaty Review Board fur King County issued its pn)('ffllings am! bearing decision on July 14, 2005, expanding the boundaries of the Park Terrace Anneladion to 80.0 aaes; and wm:REAS, no appeals of the Boundary Review Board's decision were filed with King County Superior Court witbift 30 days of its decisioo; and WHEREAS, the Economic Development, Neighborhoods and Strategic Planning Department of the City of Rentoo having COl1Sidered and rerommooded the annexing of said expanded a1D1exation area to the City of Renton; and WHEREAS, the City Council fixed Septembe£ 12, 2005, and, Octobec 3, 2005, as the time and place fur public hearings in the City Cwru:il Chambers, City Hall, Renton, Washington, 2 20051129001121.004 ORDINANCENO. 5161 upon the expanded area and future zoning for it, and notice thereof having been given 11!1 provided by law; and WHEREAS, the City Council contimied the October 3, 200S, public bearing UDtil Octobel" 17, 200S, more than 30 days after its first public bearing; and WHEREAS, pursuant to said notices, public hearings having been held at the time and place specified in the notices, and the Council having coosidered all matters in connection with the aone,cation and having further determined that all legal requirements and procedures of the law applicable to the petition method for aonexatioo haw, been met; and WIIERl:AS, the King County Boundaty Review Board having deemed the "Notice of Intention" approved as modi6ed on July 16, 200S; and Wm:REAS, the City of Renton is concurreotly pru.ooiDg the annexation site R-8 and R-10; NOW, THEREFORE, TIIE CITY COUNCIL OF THE CITY OF RENTON, WASHINGfON, DOES ORDAIN AS FOLLOWS: SECTION L All requiremeots of the Jaw in regard to the annexation by petition method, incbvting the provisions ofRCW 3SA14.120, 130, 140 and ISO, have been met. It is furthe£ determined that the petition for annexation to the City of Renton of the property and territory described below is i-eby approved and graoted; the fullowin8 described property being oonti8uons to the C"rty limits of the City of Renton is hereby anneored to the City ofRenton, and such 8DIICJallioo to be effilctive afta the appmval, passage, and publication of this OrdiMoce; and 3 20061129001121.005 ORDINANCENO. 5161 on and after said date the property shall constitute a part of the City of Renton and shall be subject to an its laws and ordinanres thoo and thereafter in fon:e and effect; the property being desai.bed as follows: See Exhibit •A' atta.cbed hereto and made a part heceof as if fully set forth herein. [Said propea It, approximately 80 acres, is ~ located south, east, and north of existing City or Renton boundaries ~ n~ specifically, east of Anacortes Avenue NE, if extended, south of SE 112 Street, if extended, north of SE 122"" Street, if extended, and west of Hoquiam Avenue NE (144,., Avenue SE), if eiaended, as sboWll on Exhibit "A".] The OwntllS-petitioners of the property .sbalJ assume the pre-ex:isting outstanding indebk.dness of the City of Renton as prescribed in RCW 3SA14.120 as it pertains to the property, and the property is !Object to the City's Comprehensive Plan and Zoning Code. SECTIONil. This Ordinance shall be ellectiw upon its passagp, approval, and thirty days after its publication. A certified copy of this Ordinance shall be filed with the Kmg County Council, State of Washington, and as othmvise provided by law. PASSED BY 1HE Cl1Y COUNCH. this 24th day of __ o_ct_o_b_e_r _ ___, 2005. Bollllie I. Walton, City Clerk APPROVED BY 1HE MAYOR this 24th day of_--"o=c=to=b=e=r---~· 2005. 4 ORDINANCE NO. 5161 Approved as to form: ~:flft:::7 Date of Publication: 10/28/2005 ( summary J ORD.1212:IOll/05:ma 5 20051129001121.006 ORDINANCE NO. 5161 EXHIBIT A PARK TERRACE ANNEXATION LEGAL DESCRIPTION 20051129001121.007 That portion of the northeast quarter of the southwest quarter of Section I 0, Township 23 North, Range 5 East, W .M., King County, Waahington, lying northerly and easterly of the existing City Limits of Renton as annexed by Ordinance No. ;!553; TOGETHER WITH that portion of the northwest quartef of the northwest quarter of the southeast quarter of said Section 10, lying westerly and southerly of the existing City Limits of Renton as annexed by On)inance No. 5097, EXCEPT the south 30 feet thereof; and TOGETIIBR wrrn the south 165 feet of the northeast quarter of the northwest quarter of the southeast quarter of said Section I 0, EXCEPT the west 30 feet of the south 30 feet . thereof; and TOGETIIER WITH that portion of the west half (1/2) of the southwest quarter of the northeast quarter of said Section 10, lying westerly of the existing City Limits of Renton as annexed by Oidinance No. 5097, and lying southerly and westerly of the e,::i.sling City Limits ofRenton as annexed by Ordinance No. 4215; and TOGETHER WITH that portion of the east half (1/2) of the northwest quarter of said Section 10, lying easterly of the existing City Limits of Renton as annexed by Ordinance No. 2000, No. 5012, No. 2210, No. 4383 and No. 3058, lying westerly of the existing City Limits of Renton as annexed by Ordinance No. 2945, and lying southerly and westerly of the existing City Limits ofR<,nton as annexed by Ordinance No. 4215. 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I)••• •· S 1.w ..... thence 11, o• 01 • 11" t. alo,,9 thew. ltne of •••• ~1•1111111 • dlltal'CO of ISS,,O ''·• t"9nc• •'°"' lhO arc of a cur•• •• Ille l1Pt "-•tn1 • rildlus ot 1,600 ft., • dl1t.,.c• of 1,s.•1 fl. thenca ti. •• SI• •>" w. • dht-• of ii..s, h, l,.."C• •'""V U•• ere of I cur .. ~ Ille rltftt, hawing o tadlul of 1,600 ft., • dltt~e of 1,5.•8 ft, ,,..,,.ce N. oe 01' 17" t. a dht..ica of "82,58 Pt,, 1,..n~• •lo,,9 tlle ere of • cu,,,. to the rlgt,t he•lng e ted'us of 1,600 ft,, • dt1tA1>Ce of 195.•8 fl,, chance 11. 7• 01' 17" [, • dhtence of 116.12 ft., ,.,.nee alon9 th• .re of • curve to the 1aft tw,vtng • rildlu1 of 1,600 ft.• di1tan..1 of 19S.OI ft., thence It, O• 02 1 U" (. I dllt811CO of 2.021,60 H., lh..,U N, I• 20' 15" c. • dl1tance of •s1.,, ft. lllOnc• etong the •re of• c~••• lo tho r191tt llaYl"f • r1e11u, of I ,6()0 fl., " dJ ttlf'c• of to 1,51, ft .. t....,c, 11 • .,. 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