Loading...
HomeMy WebLinkAboutLUA-06-060_Large Format-------~ -~-----··----------------------~ lO '- l-T "£( ~ ~·~ ri:~J ~ :LU.---..--.--,--...--,.-----------------------------------------------------------------------------------------------------------------------------------------------------=---:--... =-:-----------------, ;-!li > ~~ ::: fl'] l'Oli'H ON CENTEi~Ll~IE EROSION CONTROL NOTES CONSTRUCTION ENTRANCE NOTES: cf: >-0 1 ;' ;J." c~~oss IH Bf~ASS \ ?b :ff, !.U \ ------ii'1s:< lei ,;TEE[_ f<ING (9/05) \ ~R~=~~~~T:~;g~sJr~{~~NMs:T Ds\"E~~~oM:+H A~~Vl6~1iiu~~tloN '° 0 0 . ~ f--I N 1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. f--v ~ I I .L DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. l \ V 'i-J -§i \ 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS f--I It) "U f--~ ~ I i 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO THE ADJACENT PAVIED RIGHT-OR-WAYS, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A I V) V) I Q_ Q_ Q_ ~8 wW m~ ~, xO __ j (_) ~ " (/) w ::i: 0 I z 3: ~ ~ 0:: <t: CL w ~ ~ 0 ('I .u - i 0 0-1 zo <( 0::: :zl-oz _o (f)U 0 0::: :z WO >-~ 0::: I- <C:Z 0::: w 0 :::;E o_- :::;E 0 WW I-(/) > ~ !:I a ~6 •'i •s ? ..,. I I{) "-A -, z c:, I-z w "' L,_ D ,_ I- H u w I I- c:, I- _J <C I- I- H ::,: "' ::, "' _J <C H w !;;: D z 0 (/) Ci a:: ii-+-+-++- I--z H --0 z I \ (;:?'; '''\·( ~\ \ \ \_._ s1·rE Bl~NCl-irv11G..RI< CiTY OF F.:EHTO!-J f\-'ION #2')17 -er HYDRANT (N 251) / LOCATION APPROX, THE. I\JORTH LINE OF SUf]J[CT PF\OPERTY l:"J ESTABLISHED liY SlWVEY Rl':COF\OED l~i KING COUr\JTY U~JOEF.'. r~EC f\jQ_ d5062tV:Jr)1 '1, ,GJ-.JD f30UNDAr;y Ul'J[ i\D\Jus·r iviENT r<ECOF-'.DEU IN 11,ff.ANDEf~ cor,N[R SOUTH LiNE SESl.iON 5-23-5 /----i---OUMD 1--1101'-.I IN C/\~.)E ( 7 /94-) I le·' \::~>--~ \ I ,- \ ')7, PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND ,, • OBSERVED DURING CONSTRUCTION. \ \~-J \ 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE WHEEL WASH, IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED CLE~RING . ANO GRAPING LIMITS \ \ \ INSTALL SILT !'ENCE PER q_ETAIL /,•' \ / \ V /\Ci\;ED ~I Gil I~ SF .•. WP~ gg~~:~gi~ Aft 1~1u~E~1~Nsf~~:Nl0L}ttt i1~~1iiE~N~{i~R E~:~R \_·7 .,..,----tfY 01"<0 f.h8,J4 R~_CURUt.:_D IJl\!DEP \ '{;:, \,,,,,,.--'.IOuDo:s,100001 s ~~~L~A:R~11JT~f~1iGfN s:s~~1sfk~T6~$s~°tNti~1iNst~~1[NJu~~c1ii1~f\HAT WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR / ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, \ ;'~· REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS ' / SHALL BE THE RESPONSIBILITY OF THE PERMITIEE, 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED SY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVIEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. (. I \ --'~;·J 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS \ ·----DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED --.·•----SITE CONDITIONS, AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR .. SEASONAL CONDITIONS DICTATE, TILE PERMITTEE SHALL ANTICIPATE THAT \ MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITIEE TO ADDRESS ANY MEW CONDITIONS THAT 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVIED IMMEDIATELY, 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN \ i I i __ ) I \ \ \ \ ' ' \ \, 1 \ \ ' \ \ \ \ \ \ \ [X STi1.-frl r--RIM E!_ "" / / !NV !.:l. 0 ·., :.'.O. f-i "i ",'-. ,~··./ ,,~,.'II , Li\ .• ) I IVl."1 ',.._ ___ F!H Cl_ -- \ \ HYDRANT (1\1 364) \ LOCATION APPROX. \ \ / 11,1\/ EL ~ . ·i 4' --24" 1.W. U,5' ---2,1.'' MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL F AGILITIES, THE CONSTRUCTION ENTRANCE, FENCING SHALL BE OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF TILE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER I THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. INSTALLED TO CONTROL TRAFFIC, R=10.0' 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF TILE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. B" MIN. __J --------- 4" -B" QUARRY SPALLS ~ 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED. WITH 3: 1 SIDE SLOPES. 9 A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8" TO 6-INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. OF 4- TEMPORARY CONSTRUCTION ENTRANCE DETAIL JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"X 2" BY 14 Go. WIRE OR\ EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. FILTER FABRIC~ 6' MAX. ., ."----MINIMUM 4"x4" TRENCH NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. BACKFILL TRENCH v.1TH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"X 4" WOOD POST, STEEL FENCE POSTS, REBAR, OR EQUIVALENT. fl_ I • i I I =:-+--t;i " 'o, ---,-~- SILT FENCE DETAIL CATCH 8ASJN INSERT MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEOIMENT SHALL NOT BE REMOVED v.1TH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE, 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY • 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASINS PROTECTION, UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY, N.T.S. NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN Wlll NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. GRATE N.T.S. $IL T FENCE MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY, 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO THE SEDIMENT POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF TH1S OCCURS, REPLACE TI-lE FENCE OR REMOVE THE TRAPPED SEDIMENT, 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH, 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, CATCH BASIN STANDARD STRENGTH FILTER FABRIC CATCH BASIN INLET FILTER DETAIL N.T.S. -z c:: /_'_" ._) ' .. ) '-) SCALE CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION C/L CLH:.:VE l.lt-JA LN<f~ I/'//\ l3l .. \1D 32'44'22" 151L'r.]0' r - L '" 4LJ.r1-.9.3' 365.S2' fE!..3. '.;fj' B!::"1-\Rlf·~G) 10 20 ( IN FEET ) 1 inch = 20 '~j ft. I EXPIRES CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 ( 425) 392-=so55--r-AX(425)-392=-01 os-·- Copyright @ 1999 Concept Engineering, Inc. All rights reserved. Date Date Dote Date Comments: A-NNNNAA ' .,,,,, .. ,')' : -- PROJECT TEAM: OWNER: LAKE PARK VENTURE, LLC. 2500 MINOR AVE SEATTLE, WA 98102 206.568.6795 ATTN: JASON THOMAS DESIGNER/PROJECT CONTACT: Pb ELEMENTAL, LLC 1606 8th AVE NORTH SEATTLE, WA 98109 206.240.1464 p 206.285.1444 f weber@elementalarchitecture.com ATTN: JULIAN WEBER CIVIL ENGINEER: CONCEPT ENGINEERING, INC 455 RAINIER BOULEVARD NORTH ISSAQUAH, WA 98027 425.392.8055 p 425.392.0108 f ATTN: MARK RIGOS, PE STRUCTURAL ENGINEER: QUANTUM CONSUL TING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 206.957.3900 p 206.957.3901 ATTN: ANDY CHAN GEOTECHNICAL ENGINEER: PANGEO, INC 3414 NE 55th STREET SEATTLE, WA 98105 206.262.0370 p 206.262.0374 fax ATTN: SIEW TAN VICINITY MAP \ \ \ \ \ \ \ \ \ \ ---------· \ \ \ \ \ \ \ ' \ ' \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ PLOT PLAN SCALE: 1 '•:20' \ ALL REFUSE & RECYCLING STORED IN GARAGES PER W.M.I. APPROVAL true plan nlrt. h --___ horlh_L _ __.:c . . --~--------------- LA~E PARK TOWNHOMES 1750 A, B, C, D, E & F & 1756 LAKE WASHINGTON BLVD RENTON, WA 98056 LEGAL DESCRIPTION: TRACT 356, G.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF I RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 1069722; TOGETHER WITH THAT PORTION OF TRACT 357 LYING SOUTHERLY OF THE BOUNDARY LINE AGREED UPON AND DEEDED IN BOUNDARY LINE AGREEMENT RECORDED UNDER RECORDING NUMBER 8506240829. AND TOGETHER WITH THAT PORTION OF LAKE VIEW BOULEVARD (104TH AVENUE SE) VACATED IN THE CITY OF RENTON ORDINANCE NO. 4834, RECORDED UNDER RECORDING NUMBER 20000321000918, WHICH ATTACHES BT OPERATION OF LAW. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PROJECT DESCRIPTION: CONSTRUCTION OF (6) ATTACHED TOWNHOMES AND (1) DUPLEX ON VACANT LAND. TAX ID NUMBER: 334450-0455 LOT SIZE: 18,998 SF ZONE: RM-F (CITY OF RENTON) DENSITY ALLOWED: 10 du/acre MIN -20 du/acre MAX DENSl1Y PROPOSED: (8) UNITS -18.3 du/acre R-3 OCCUPANCY PER 2003 IBC U-1 OCC. (GARAGES) PER 2003 IBC LOT COVERAGE ALLOWED: 35% BUILDING 6,649 SF 75% IMPERVIOUS -14,249 SF LOT CQVERAGE PROPOSED : 35% BUILDING -6,643 SF 61 % IMPERVIOUS -11,607 SF PARKING REQUIRED: PARKING PROPOSED: (2) STALLS PER UNIT -(14) STALLS (2) STALLS PER UNIT+2-(16) STALLS BUILDING HEIGHT ALLOWED: I TYPE V-B CONSTRUCTION PER 2003 IRC BUILDING AREAS -12,246 SF UNITS 1-6 1,775 SF UNIT 7 35' & (3) STORIES + 48" PARAPET OEVc'LOPMENT PU>.NNING ,-;1r1 OF m.:N l OM MAY 2 6 2006 Elemental 1606 8th Ave. North Seattle, WA98109 p 206.285.1464 f 206.285.1444 ·--,-- Lake Park Venture !Townhomes Lake Washington Blvd N Renton, -WA 98056 - No. Date Issue , __ _7.26.05._Jlchematic . _5..12.06__P_ermit Set Plot Plan Gen. Notes Vicinity Map Job#: 049 A1.o Sheet I-PLANT LIST TREES BOTANICAL NAME COMMON NAME -MIN. SIZE NOTES acerpalmatum ---C'ja~panese m~a~p"-'le~-+----c2~" caliP.er _ to 20' high acer innala 1 -ginnala maple 2" caliper to 15' high f----r-u-nu-s~se-r-ru~l~a~t-=a-::__-::__-::__-_:::-_L[J'-'-apanese Flowering Cherry 1 _2_'_' c_a_r~1p_e_r -~' _-_e_a_rly spring flower SHRUBS BOTANICAL NAME cotoneasterhessei COMMON NAME i MIN. SIZE NOTES hess cotoneaste( GROUND COVER BOTANICAL NAME COMMON NAM._.,E.,._--_____ _ -festuca rubra red fescue f----agrostis alba red top ___ alepocurus pratensis meadow foxtail NOTES plant grass-lined ditch per civil notes, sheet C3.0 seslerla heufleriana blue-green moor grass , mix across site, no mowing descham ia ces itosa I -----goldta_u_~--+-----~ ___ elymus magellanic_u_s __ -+-I __ b_lu_e_w_h_e__a~tg_r_a-ss---+------- BAMBOO NOTES BOTANICAL NAME COMMON NAME pseudosasa japonica--+--arrow bamboo- sd. japonica 'tsutsumiana' green onion bamboo PLANTING KEY japanese maple ~ ginnala maple ~ Q Japaoose Fl=e,Jog Cheoy , 0 hess cot_o_n-ea_s_t_e_r __ ~_,c:r_7° __ b_a_m-boo. species p-e-r _ke_y __ c_:_:_: _J_: _9_"" m•. ,,.,,~ P"' ,.y 0, ' 0, 0 ' :;,i. N UNIT 2 - 1 ~ .. 31'-3" LANDSCAPE PLAN SCALE: 1"=10' O' 10' 20' UNIT 3 42'-6" true north~-\ plan\ 1 7 north· -c-/ UNIT4 50' LAKE WASHINGTON BLVD N 42' 31'-4" 9'-0" 3'-0'~ ~- ' ' ----T -4-j ' I I ' I I ' I ' ' 11 '-0" , 11 '-5" 52' 50' 48' 60' 04, Elemental 1606 8th Ave. North Seattle, WA98109 p 206.285.1464 f 206.285.1444 ----~- DEVELOPMENT f'LANNING CITY OF R(NTON MAY 2 6 2006 '-711:C'' i' ,~· .,,. ,, -,,,..,,,,.,,,, ~ . u. llr :l::.,~~ I 'Lake Park Venture Townhomes No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set -------------- I ----i Conceptual Landscape Plan Job#: 049 L1 Sheet I ' ' ___ __:.7.:._c7. 7' -TO ROOF • ., '...~ 1-- - ,___ - - . -,-- -~ ~---·-~~.- =t-c------f. -=r1 =-=-=:--,------:--=-=ll1~=-=------__J' 9t==ir' ==p=-=~===,J- ---1=::J!,'= ' .. I: , I L I i - d: r C--t--' __ __]__ I r I ::r I /-t-'UK I LANU t;t::Mt::N I ti I Ul.,;t.;U 1-'t:.K // SRC R703.6, SMOOTH FINISH TYP / (GRAY) ' . ,,.--CEMENTITIOUS PANEL I . ---~. 1--r--f1=-==-=:-=:-=-=-==-=-=-=i~=----_j-!:9-,.:z:_, 7' -..I.J T' n:i_.RC DnlQEnC~/ SIDING (BLACK) '9'\=' ==~~e:;c, =d--1~ __: _ -i / ·1,~~ lj· . . I . , • _J1L(/) 11'. . / . I ' -i;;a;;r I Q I <( ·~··· I f- .J ' -ALUMINUM ; -I I / WINDOWS, TYP : ~ II 'Ill.' /--4"CEDARSIDING, CLEAR i ,I I ---. I --' II I / . STAIN ' =· ow 1 mo 0 <( O ! 1 zW r ~ -I ::;; [fJ ., ~··r~CT ~l:=:e"'~....~""ii'F"""'"7"~~~=======-=i~""""""'""""' -. .. ,," © z I ~,___ ~lc\····111~11 11.i /\ ii 1·1 ~-:---;TMP. J ~ .. J TMP. /\ \ [ r---=I/ ,, \ ff l r ---------· -----,====a:: JI~ 1L\1=· 'I Ill\·,· ,' '/\' oc I ~ I .. ILi i ' , <( / I / --STEEL GUARDRAIL 1 / WI INTERMEDIATES J z :::; ~ w CL ~ CL 1-- 1--· - -r-' ·H· --- CEMENTITIOUS PANEL ---. SIDING (BLACK) .. -· =-.J. Llllf---- -~ ' . ----- -- ' ,, •I -o w z :::; ~ w CL ~ f-- I (9--"' w f--:c -.z (9 ::, o- _J ro CEMENTITIOUS -- PANEL SIDING (GRAY) i 1r-J 4" CEDAR SIDING,----C. __ _ CLEAR STAIN -- PORTLAND CEMENT--. STUCCO PER SRC .. ' R703.6, SMOOTH FINISH, TYP. (GRAY) FLAT PANEL METAL --_ GARAGE DOOR -I-- CL --$,~1':~· GRA E ·----~-::_r:---l ---------~ ---- . ----------X.GRADE ."13RADE---------____ _ EAST E~EVATIONS -UNITS 1-6 SCALE: 1/4" = 1'-0" .. , . ....... .. ----1 I Ii' 1i -- ... ~ I D =L / -- L t -- i ' I ----- -- l ----i----- I ! ' ' / I< .. .. .... .. - ... .. -· " I __ / ______ ----- ~~L.___--. - - 0 C ! i ii • • . • -·I _,/ II r' ,, ' -,_ ' I ,_ . :1 ,, II i ' " " I, II ---- ' " "' 1111 ' --II' I / , ' SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THRU --''~ w >:'. 1.· > 0 ow = CD 0 0 <( 0 ' zW C') -:c L I II ::;;~ -r=~r-lf~~=irfr~~~JL--~~==~IC:~~::::-::~----"--' ~z [ ·· ··· 111 '11 > 1 i==:J· 1 : ==== L 11 1 --=J: ---:ilrt~~r::~ ! ,· ' ' ' :· ' • 0-.r. I r. : 01 : ~-(;;;IFLYs:A,:D:DLNR:E~SOOSN:L NUMERALS I ', •. ii, " ~ : .. /f·. ii "' L 11.1,1,11·1\ I \,1\,1101152ll. I .,// .. ---·' I ----_I ~ ----_I I 11 I )I I' I ---------~,-1----18" HIGH CONCRETE 1 ii'l;1\!,i.1,l'!i!,\I;, J !./,/1,l\'1))l111'iiHilHt/ :/-----_ .. --____ ~ ____ --.. ----::.C --__ _1 PLANTER I _ .. -1---· --...... -6" CONCRETE LJ_l ___ _ll ____ L_JIL_ ____ ~========::::.,.;·;; ,...-::.~--rLANDSCAPE WALL __ ---------- --l..-___ _ --------------~--~~-~-------------· -------_1..------------------...it:,_451' EV "Bl\ ------------ . . 1 - I ITT'I ~~· ====~----~-=----_· !0;· .... ·.rot====····-========-=-==1111 : ' II <T) ' ,I "' I 11' ill ' D I L [CJ '- - .. : ! . I J - D . -- .... . n . . - . - IJ[D]- --------- . . .. ---..... -_ -- -- ... . .. ·---LINE OF SIDEWALK IN FOREGROUND - ·. 77.7' -T.0. ROOF .... D ---1- = ·,OCJ r--·· r--_, ~ "' f-- I (9 --"' w f--:c -.z (9 ::, o- _J CD -E·····~~~~~··t ---· ~~~~~~~~ .. ;;~~~~~~~~~~~~~~~~J ·- . --~=======·~~========-===I----- ... ---- ... -! -:-.. - l I -.L-, __ --p-==~~~---1 ~~~=====~~==--r -_,_ ---i------.. ~-==-'== -I £..8' -EX...GRABE --1---- w_ _ __JL._ __________________ _J __ Ul_J ______ -====-----==-=-~~~ .. =JT~~J,J.[, 46.0' -FIN. GRADE _D_~P,f-~;,,!~;PI ANNING ',• -------·, .,,,I l I (1!=-nt~NTQ1\j p--,, •. ,-,.,-.. ·,_·-·- MAY 2 6 2006 RECE!V!?J) 04 I Elemental 1606 8th Ave. North Seattle, WA 98109 P 206.285.1464 f 206.285.1444 Lake Park Venture Townhomes Lake Washington Blvd N Renton, WA 98056 No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set Units 1-6 West &East Elevations Job#: 049 ·- Sheet 0------ /--CEMENTITIOUS PANEL ,/ SIDING (BLACK) ·-------,- I I . ' 1____:__ __ -. t==·-=-· ==1111 ... - ----- . r 'Ii ·---< o, • I . /--CEMENTITIOUS PANEL SIDING (GRAY) • ------- I ' ' ~=~===I'-----------===-- -f--_ --- - -------- f--- I ' ~ G' w ' I!:: I .z (!) ::, o- ..J ' (D ' -----1----- 1 ------IF',==~ · 2'-0" 1/2'-0"_~'-0" 2'-0" 2'-0" UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 BEVON --= I -,i .·.·.~·nr11 .~ ... K' ... ·· .. ~N -=--~ , i _,1 I 1 l"===. =' =l I Li I -~;I :1 ( N j ' ~cc-:::===-:·= =-==~\1-··-=·-=,=-l---±==-='+1., --===,== --------1--=1 ' II~ \s :J! 11··~ . ' ' ' I , , ! . ==-=~U-------.l.C__ ____ _L_ __ r--~· -----~~-----..'i..._ 48.5' -EX.,J,Bl\DE--, -----[ 1-______ Jjl ____ -!=~:L:::... _ _=.-=..=...:t-:....=:...=...c·c..._·_c_::=-==..tt+-:__::....=:..=-=-=-:.--~=------------_ ---·-···-> ---_ -_:_-..:..-----------~48.CY-FIN. GRADE : _ I ------------~ ------------------- ------------------------------------------------------------------~ .---CEMENTITIOUS ,..--PORTLAND CEMENT STUCCO PER SRC R703.6, SMOOTH FINISH, TYP. ~--(GRAY) ,/2'-0" 2'-0 11 2'-0 11 l,-2'-0 11 / 2'-0 11 l PANEL SID,,,IN~--------- (GRAY) I ' .. ---; .. ! I I . / -------/ .----------- ' UNIT 2 UNIT 3' UNIT 4', UNIT 5'1 UNIT 5· EY N I ' • ...,__ __ __, ------------- ···-~ ! ' ----=-:.:_____:.··-=--_J ----- ~=~-•. -; ~ __ , __ _ ----~----+--- . . .. ---- -----{--------r--- --=F-----r-= + -= ::-....:. ---,--- I ~=~~====~===~~~~~~~~~~~~~=·=·===========~~Ft= -_------i= --1---I-= -f------------i __ = =t::= = = ---~-~, ====t=====.====c:~c:;/-~· ll (GI . ------------~f~c:1-::J--~== ~ -~=-~ ~=;========11,,,--===~'~· ~1~===J========~~=======-===~~~I -~ = ~ = --= ~~-= =~ § ["' --I ------r----__ I 111 .. --..... / (_E'.-' ·._I.Iii l='c:~~~======================1 ~ -T = == =-----j ll======if-==cr=====I / ~ _ II_ '---_ _ __ _ --==-= = =~ ~ __ -----::: -= = = I ------------------____ ..:=============1-f------=L_ ----= -~ =- ~ tO J --L_ ~ -_,----w L_ -,--= == = _.j---_L_ --.--_ _,---------r---I_ ---r------r--- c.'i 5 c:: =:J -------------:~~~~~~~~~~~3 c=l:l= = _:= = == = =1_ ... = = o-(~ ~ -----(6 \ / . ' ----t::= = == = = ---h~~j__ ___ _ r=========='C:~=:Jc:::::::~::=~=·=============_==========1 ~ -~ =E == = = -· !=----_· ---/ i== .:• · ___ .. · ~-.. "'"'' I--->--------- ..:$:-4 7. s' -EX. f RADE I !, I TMP. ' ·--L ;A\ \ / -·----- .. _____J 1-----,I Ii --, -----1+---~-~ 04 Elemental 1606 8th Ave. North Seattle, WA98109 p 206.285.1464 f 206.285.1444 1Lake Park Venture Townhomes -----=---=-~~===-:-I--------------------------------~. ii 46.0' -IN.J,RAD~.E~-- I 11 '-L ·1, I TMP. 11 I I -----='====='======1====±=="======='111--1';--------j --L~ $ 5.6' -EX. GRADE I --: ~ ______ -$-~ !'._-EX,.J,RADE ------- SOUTH ELEVATION -UNIT 6 SCALE: 1 /4" = 1 '-0" GLAZING KEY -UNITS 1-6 SCALE: 1/4" = 1'-0" -· /M\ \_/ 3'-0" 1- 22.5 SF EACH (2) TOTAL -ENTRY -UNIT 1 co ' en -2ND FLR LANDING-UNIT 1 J'-6" /~ of n (0 ' (0 -··-. NOT USED 9.3 SF EACH (5) TOTAL 30.6 SF EACH (6) TOTAL -ENTRY -UNITS 1-6 lo\ \ __ / NOT USED -KITCHEN -UN ITS 1-5 8 1-0 11 · I; 4'-0" . 4'-0" I 1 -I ~ . TC__J-1, ··-1: ~J ~ (G>. J -·-. ™' J 1,.:0~$ ~ 60.0 SF EACH (6) TOTAL -BED 2 -UNITS 1-6 1=p· \ / . . NOT USED 6'-0" 10.0 SF EACH (1) TOTAL -BED 2 -UNIT 6 4'-0" -1 4'-0 11 TMP. ]1 TMP. 144.0 SF EACH (6) TOTAL -M. BED -UNITS 1-6 16'-0" I. ---------------------------,-- 5'-0" 7.5 SF EACH (2) TOTAL -BATH -UNIT 6 ... 1111 -POWDER -UNIT 1 ---------j 4'-0 11 41-0" N ' N 0 ~ ' (0 NOT USED I 3'-0" [ I ·~ 17.5 SF EACH (1) TOTAL 8'-0" 13.3 SF EACH (1) TOTAL -LIVING -UNIT 1 NOT USED -M. BED -UNIT 6 NORTH ELEVATION -UNIT 1 SCALE: 1/4" = 1 '-0" 16'-0" 4'-0" I, 4'-0" 4'-Q" 1. 4'-0" I I /I [l---····n···-· ··-'l[l- i '.I ; 1 .1 I . J 11TMP. ! !TMP. TMP. 186.7 SF EACH (6) TOTAL TMP. -LIVING -UNITS 1-6 (H ·~ -- TMP. i 3'-0" / TMP. TMP. \ -. -r===es1 ---+- 6'-6" 8.1SF EACH (6) TOTAL -M. BATH -UNITS 1-6 er, ' co 27.0 SF EACH (6) TOTAL -STUDY -UNITS 1-6 -,;- (0 ' M I I -->'c- b ' co ~-/ I . ' I • I NOT USED NOT USED l=:L~~~ Lake Washington Blvd N ----·. --.-------..... -·------~---.-~--~~~ .. -~.---·Renton, WA98056 = i '9 i '° I I. 1 6 1-0 11 -------1- lU-===I 39.0 SF EACH (1)TOTAL (0 ' (0 3'-0" t ··--1 '-'"~------ 19.5 SF EACH (1) TOTAL -LIVING -UNIT 6 -KITCHEN -UNIT 6 38"x66" CUSTOM SIZE VELUX FCM SKYLIGHT (0 ' l() =w\ \. I 17.4 SF EACH (18) TOTAL -STAIRS -UNITS 1-6 1n"x70i" CUSTOM SIZE VELUX FCM SKYLIGHT1 . 1'-5/ II . ·I/ '1 :.s:r C':l • 0 ~ ' l() i ! I I™•· 8.5 SF EACH (12) TOTAL -W.I.C. -UNITS 1-6 -M.BATH -UNITS 1-6 / ' 1_y \ . ' -~ NOT USED 3' O" -I -I/ {L\ \ __ ; --- D 18.5 SF EACH (12) TOTAL -KITCHEN -UNITS 1-6 -LAUNDRY -UNITS 1-6 DE'!ELOPlvlENT PLANNING CITY OF R~NTD!\J MAY 2 6 2006 RECE!VEu No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set Units 1-6 North & South Elevations Glazing Key Job#: 049 Sheet I f- I (!) --co ~"' ..... (!) (/) 0 f- ...J - Ill z . ::, ~- :;; \ nA ')' -Tr Df"\l""'l " ' ' TMP. ,. =ii ' ) STEEL GUARDRAIL·-.. __ W/ INTERMEDIATES · 1 ·. ·., • SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THRU ' -, <DD) r·-•.. ·-· '. 1 7 - ' /TMP. 5 ii/ 6 A ' TMP. ,1 1 1 ~ -- ' ' ' ' " r.~ ._ I r 1TMP. rr I -lib~ . JMP. , . ---PORTLAND CEMENT STUCCO . . --PER SRC R703.6, SMOOTH --.. i l FINISH, TYP. (GRAY) ------~ CEMENTITIOUS PANEL ~ . . -SIDING (BLACK) . '------- II~======~=~~~:~ 1----_ ALUMINUM WINDOWS, TYP i!:r -----4" CEDAR SIDING, CLEAR STAIN ffiOI ' ' ,, , __ ,, I 0 0 --I ,, , ,#// .•. -1 .. \ l if 7 // 56~ • I' B 0 0 ·---- / ___ -PORTLAND CEMENT STUCCO PER SRC R703.6, SMOOTH FINISH, TYP. (GRAY) . _____ --EXTERIOR LIGHT FIXTURE .. ·----METAL DIMENSIONAL NUMERALS -(VERIFY ADDRESSES) . ,.-- _.----SOLID STEEL DOOR WITH PARTIAL LITE 1 I r---- ~1.3' • EX. GRADE I / • , 50.3' -EX. GRADE __ -------. -:c--?° ------,' 50.2' • EX. GRADE., , I \. .. __....,......--------------'--• L=.===!1t1,_·-~-------------~,c-- ----~:· -j___ =' ~~_li___.L__ .' co r-->-- ~ ' N M f- I (!) w I (!) 0 ...J Ill >< .,: :;; SOUTH ELEVATION -UNITS 7&8 SCALE: 1/4" = 1'-0" 81.1'-T.0.ROOF ~ , ___ _ i I _I_, __ _::'L _ I ----- f--· ---- -· ---- ~··· - ' ,= ' --+-- ... ... <GG '· ' ... - - - . -· f- f- ~ ,,50.1' -EX. GRAJE 1 , , , ---=---4!r.lfc-FIN:-GAADc.-1,_iii_,.;;:1 ·=====':'1============1========~\"-=-=49.2_' -_EX"_ GRADE NORTH ELEVATION -UNITS 7&8 SCALE: 1 /4" = 1 '-0" f- I Q UJ ' I .co 0 I'--• ~ 0 ' ...J N Ill M ~ :a ' I I [ · :: 11 · I . I _ .. ,/ . ·TT -- - - _ .. -----15"Wx10"Hx6"D METAL SCUPPER WITH 6"x2" OVERFLOW AND 4" ROUND DOWNSPOUT, (4) TOTAL 81.1'-T.O.ROOF_~_...1_11===1 = ______ _I t_~___t-------'-------', --------------f +:: . i -----------;-------- ' I -.------~ ' 1 _________ 1_ -----------1:'re ===,I f-=±l=I ... '.cc.-,_. - -------------- ~ - ' ... -. -.. . , . .. -,)-- //j -~-_:_ - -----------------i --~ -----------_ _J = ! I "::J . ____ _J ___ _ .. --f-- '' ,-' I'·~==~ ---+f-------·-·----1 '"-==cl==I= ====! --r------e-r C :J C: = cb <Et,' ',' =:J TMP. ==~' ---. ----_____ j___ 1----------------:-:-~--=----=---=--~---- __ _J ,-_J i / _,·: .--/, I J . --// _S . / -- ~I Ji/ ~s / -- I CEMENTITIOUS PANEL SIDING (WHITE} _. :::,_50.3' -EX ,RP 1E J-J , Ill' ',, . _. ,50.1' -EX. GRADE TMP. ,;;: .J..----49:i)'""c"f'IN:-GR/mElll .. ~•===tt~:1=:=====~===='.=:=f:::=Lt'=:====1::======11::==========--.,,,J:1:=====1:===d_b~=d_b==£-- : '-,CO I r,> ~ ' N M EAST ELEVATION -UNITS 7&8 SCALE: 1/4" = 1'-0" -------- ... 81.1'-T.O. ROOF --------.... ! r i========·····====J=<NN=,) '1§~~~1~ ~ ------lc'°~==JilD ~ I Iii I TMP. _- ' (QQ TMP . TMP. .. ! . ... . . . . . ---------------.... -,- ' TMP. TMP. ;------------------------~-----~11 1+======11=====-ctt====ic=====il====*===-----" ----~ =~================#=========I I ' ' , -$-50.2' -EX. GRADE ~~-.><>.,.~,~--lai9f·GRADE ~-~~-~--~'---~--.LL. ____ --11 _____ 11-____ ~ f----1L. ___________________ __11 _____________________ ~~---------ILOE1J.ELOF'MENT PLAMNING r;nv orRE\'llTGM WEST ELEVATION -UNITS 7&8 ------------------------------ SCALE: 1/4" = 1 '-0" ----------· -------··· MAY 2 6 2006 i;;i::er.::iv,:' .,, • ~t; c,,.t.~l lf £..LJ 04 Elemental 1606 8th Ave. North Seattle, WA 98109 p 206.285.1464 f 206.285.1444 Lake Park Venture Townhomes Lake Washington Blvd N Renton, WA98056 No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set Units 7&8 Elevations Job#: 049 Sheet I 20'-8" 20'-8" UNIT 1 UNIT2 1'-10~ 4" 1·-111;4 .. 1~·-10)1 " 16'-0" 1'-11" 1·~--- - 1 _____ -________________ 1 __ ~ -[ .. /---~·~~i::~ET ·. ---------________ -------I 5' r/ UNITS, TYP. I ; 16'-0" I -N --------------------i--_l i I I ro o I ::i [2 I C/) er: I WW I tl. tl. o, I _J::;;: I C/) ~ I L ____________________ J 3'-2" 11 -1 4 , 211 .. -/2 11 3'-2" I - • ~'\1°l ,._, .. ~r· ~; ,o ,..- ~ 7'-10" 1 -6" ;.. C'.""-"'e----'·-------,~ _/ I 1,. 0:::. ~ ~: (A) II~ ~ " ,.1, <!: ' --LU I , _________ _ Cl ,- N i: !·-~f'J ..-1 ,. ' a, 9'-3" -----··1 5'-4" 5'-7" --1---- HEAD IN ~Rl':=M~cccl" E1·~. ~" ;':_;""'. llL · ---.. • • ~ "(C) ·• " C ,1 _r-.. ··. -, ·EGRESS co 1 G) I 'e ." ,, I ·~· ,: . ,, ,, , (I')' --~--------- (0 I _, (") 3'-4" 5t~" 3'-0" TL 8'-0" I----~/,.--/ ~1 • " --~-t-----L---~---------------- 7'-10" 4'-5" 8'-5" ' ..... I I'-+-----i'~--' LO N ' -..... ..... 0 .. : .. ..... ______ -12" HIGH CONCRETE PLANTER ' ;:...., .~-42"HIGH I WOODGATE b ' ~ 6'-6" UNITS 1-6 1st FLOOR PLANS SCALE: 1/4" = 1'-0" FIRST FLOOR NOTES: 'ALL INTERIOR WALLS TO BE 2x4@ 16" O.C. (U.N.0.) 'ALL EXTERIOR WALLS TO BE 2x6 @16" 0.C. (U.N.O.) ' HEADERS PER STRUCTURAL • WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 6"CONCRETE LANDSCAPE WALL, 48" ABOVE FINISHED GRADE MAX, TYPICAL ALL UNITS. I I • D.S. ; DOWNSPOUT (4" SOLID PIPE TIGHTLINED INDEPENDENT OF FOOTING DRAIN). 'PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. ' PROVIDE SOLID BLOCKING OVER SUPPORTS. I I I I I I I I I I I I I I I I I I I L __ J ENTRY 7'-5"x13'-0" I I 2-CAR GARAGE 19'-1O"x19'-1 O" BATH 9'-2"x5'-0" W.I.C. 5'-3"x4'-0" 2468 PKT BED2 12'-0"x11'-0" -J. --.- ~--------------------1 GARAGE NOTES: ' GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GWB APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 GYPSUM BOARD OR EQUIVALENT IRC R309.2 ' ... OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, OR 20-MINUTE FIRE-RATED DOORS. IRC 309.1 ' DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE. IRC R309.1.1 ' IN SEISMIC ZONES 3 AND 4, WATER HEATERS SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS PER SRC R802.11 ' PROVIDE OUTDOOR COMBUSTION AIR FOR FURNACE AND WATER HEATER. I ' I ' I I I I I I 1 / 7 / Cl) w I () ~ ~ I- () ~ w w 0:: <( LO I N Cl) L__ I I I I I I I I I _ _J 20'-8" UNIT6 1 1~LINEOF ~ ..-" BUILDING ;_ N '<t I ABOVE '<t <S/ / <( --;1 16'-0" -1'-11" / ./ TANKLESS WATER HEATER ) ,/ ~---~--------------1 1 1-~ -----~-~--1 •~----;...;:~ ---------------------!--~ 16070 GARAGE DOOR / I I _j_ I \--I I roO :S: I ::i [2 I C/) er: I WW tl. tl. I o , _J ::;;: I C/) -~ I L ____________________ J ~--PARTY WALL PER SECTION, TYP. 17 16 ,--15 -~-;- : __ ~4_ i--;LB ' / 1 . -T-11 --10 · I I I I ___ ,_ ,-r:-o.: Q_ I >- -~-.l----1-- ' / \--PROVIDE HANDRAIL PER SRC R311.5.6, HANDRAIL TO MEET THE PROVISIONS OF SBC 1607.7.1 AND SBC1607.7.1.1, TYP __ ----STORAGE SPACE UNDER STAIRS .------FLOOR TO CEILING FACE FRAME DOOR PROVIDE 2x6 WALL INSULATED TO R-21 BETWEEN GARAGE AND LIVING SPACE /--LINE OF STEP IN FLOOR ABOVE, FURR CEILING TO MATCH LOWER CEILING LEVEL ------1 •• --2x6 WALL ---INTERNAL ROOF DRAIN IN CAST IRON PIPE z D /----FACE FRAME DOOR<( / "< • LU I 1--CONCRETE PLINTH ' TO 16" ABOVE ENTRY FLOOR (SLOPE J" I \. PER FOOT) Cl ..... ' b Cl N ..... ' b N Cl ' tn ' ilLE"- i \ ___ ,/ Cl ' LO ·.I ---r I co ' ~ N ' (D ..... fo\ (0 ' . 0 ·~! ' -' <.D ..... ..... Cl) ' / 3'-0" 19'-0" UNIT? r -~~--.---...,...-+------------------!--~ -----~~-~~ I [() ' I N I -·- I I I I I I I I I I I I I b ' (D ..... [() _, N L __ er: 0 0 0 w ~ <{ (? 0 t-. 0 <D ~ W.H. _________ 1 ~;.~~: .. ~:RAG!f I I I I I 1 -,-7-7 I / / / I I / / I f / I/ I I / / / SL.OPE SLAB I I / / / 114" PER FOOT I / / / I FLOOR OF POwoik...c; ;:J / // I ROOM & LANDING I / I (1) STEP BELOW 'r / / I SECOND FLOOR / / / I STORAGE SPACE --~~7.L/ / I UNDER STAIRS '\16 -_L_ I PROVIDE 2x6 WALL--., , I INSULATED TO R-21 \ _1_q_ --- I BETWEEN GARAGE 1, 14\ _ _ _ /--=-LIN~O£_ STEP II'!_ _ _J AND LIVING SPACE / 13 \ ~- ( FLOOR ABOVE, FURR , --,. -- \ CEILING TO MATCH 1-1 ~\ __ , LOWER CEILING LEVEL · 1 \ 65oD 1. \ / I/~, ·/ i \ ,r_/ I --;;-< /, ~· \ / 1-:~-r---\/ \_ ,-2 9 < 8 /7 I /-, -,§ATH .. · .... \ , 1 -1 o·..:e"x5·:o" ~ · ---17 , __ ~.,-· l'-----1--- 6 -----=-~- 5 ~E-· 4 wo (/) "' ---~w-- ;;:;'.-1-+''---m , : ,::.~ 2 !s@.1 r L ~ Cl) ' 3'-8" iJ/oa si"• ·---~e . .-. -,BB; "" 0 LL.I ·-____1 I CI: --'- STUDIO 10'-11"x15'-4" C) I ·• ..... ' I ( 3080 DR b ..... ' b N b ' <') 04 Elemental 1606 8th Ave. North Seattle, WA 98109 p 206.285.1464 f 206.285.1444 Lake Park Venture Townhornes Lake Washington Blvd N Renton, WA98056 No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set I--z \ N __ :5.;..:,..._- ~ 3, 41iu -/~/ ____ 8'-0" _-_1_2_~_3_'_-4" 3'-0~_~1 ------l--- 11'-10_" ____ ~L~~-7'_-2_"_ 1 I :::J J AREA SUMMARY -UNITS 1-6 GARAGE FIRST FLOOR SECOND FLOOR THIRD FLOOR ------- 422 SF 445 SF 855 SF 741 SF 2041 SF RESIDENCE .. _ ... , . '--"..:IL.'" •;.., • _____ ..--. - AREA SUMMARY I I I GARAGE FIRST FLOOR SECOND FLOOR THIRD FLOOR / / UNITS 7/8 -1st FLR. PLAN SCALE: 1/4" = 1'-0" UNIT 7 387 SF 119 SF 741 SF 668 SF 1528 SF RESIDENCE 387 SF GARAGE 306 SF ROOF DECK AREA SUMMARY ~--------- FIRST FLOOR UNIT 8 247 SF 247 SF RESIDENCE DEVELOPMEMT PL NNI/-IG CITY o::: Fl!~NT JN MAY 262015 1st Floor Plans Job#: 049 Sheet I -1 20'-8" 20'-8" ---------- UNIT 1 UNIT 2 4'-1" 9 • 811 .. -/2 ~~-3 __ • __ -0" · f "·/ _ -I <1J j -----2'-0" OFFSET // BETWEEN UNITS, TYP. --11 -- H EADI !'IT] (j ~I Dw_ I 1IEI----ttl-l~_________,,,~ 3'-1" I_,/ 2_·_5 .. -i/_2·_-~_ .. -+-_3_·-_5_· r ,.4.. 1 ~;;r 1,H ~;~(~ oo ~I (0 J-:-__ } ~--1' ,P '00 ,==t 9 I (0 N J ·0=,.'..r_--, _J 2'-4" _/ 2'-3" g,- 9 <'AY O? M ~ Q<(--511 .. I /2 W',,_ -- 9 co (0 ' N ...... I ,I ,=_'Sf" (') - 'Sf" -· i (') I ____ L = 1··. -'Sf" ' ~-I ~ -I -! co ' M ' ,i - 10'-9" b ' (0 -4-----L = ...... ...... ' M ...... 6" ~' (0 ' M § r=1_-=_ _=_ ====__ ~~---========--==--== I 4'-2" I/ I_ ·1 ------ci 16'-6" UNITS 1-6 -2nd FLOOR PLANS SCALE: 1/4" = 1'-0" SECOND FLOOR NOTES: 'ALL INTERIOR WALLS TO BE 2x4@ 16" 0.C. (UNO.) 'ALL EXTERIOR WALLS TO BE 2x6 @16" O.C. (U.N.O.) ' HEADERS PER STRUCTURAL 'WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. • D.S. = DOWNSPOUT (4" SOLID PIPE TIGHTLINED INDEPENDENT OF FOOTING DRAIN). 'PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS_ 'PROVIDE SOLID BLOCKING OVER SUPPORTS. ,:_ b ~ i N '·-· I \~/Ni -,, !_:_fr iJ I--P-rf02 1 LAUNDRY POWDER 5'-1"x5'-10 11 , --/\•,//~---~ /,,--,1 -',-- ' ' 0... 0 00 ----- ------- KITCHEN 12'-4"x12'-0" ' - DINING 10'-7"x13'-3" r-1 LIVING 16'-6"x16'-0" ___ DECK 16'-10" X 5'-0" ~---====== FIREPLACE NOTES: - ::_::_---==---=------_·,1 ' INSTALL HEARTH PER MNFR. RECOMMENDATION. VENT TO AN APPROVED TERMINUS PER MNFR. ' PROVIDE NONCOMBUSTIBLE MATERIALS WITHIN 12" OF FIREPLACE ' FIREPLACE TO BE ICBO OR UL LISTED --------------- VENTILATION SCHEDULE ---:;,/ / Gp ~ \r/1 100 CFM ON SWITCH 1 ,----- .... 2 50 CFM ON SWITCH ~ 80 CFM ON TIMER 3 MECHANICAL VENTILATING SYSTEMS IN BATHROOMS, LAUNDRY ROOMS AND SIMILAR ROOMS SHOULD EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING. 7 en w I (.) ~ ~ I-- (.) ~ w w 0:: <( L() I N en I---z ::, ; _i_ :;:.:-. 'Sl' ) <(/ __ ,, FRIG : Mo::'. (0 I 20'-8" UNIT6 CEILING OPEN TO ABOVE I H3 (I)_• 2 .._.. w cci 0 ~-+----H 0.. ~ <( , ,1 __ :::i.oc_©J_w __ L_j_ ____ _ ~~--w ~ G f\ ___ --PROVIDE HANDRAIL -~ii':-;;'j_ 1 PER SRC R311.5.6, §._ Co _ '. HANDRAIL TO MEET o. '©l -' THE PROVISIONS OF :::i,L SBC 1607_7.1 AND e SBC1607.7_1-1, TYP 1, I ,,-----B. VENT GAS a' FIREPLACE /': ---INTERNAL ROOF DRAIN / / IN CAST IRON PIPE , --LINE OF DECK ABOVE ff--- - I SMOKE DETECTORS BUil T-IN TO 22" ABOVE DINING FLOOR, 36" HIGH GUARDRAIL NOT REQUIRED PER IRC R312.1 - A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR. b ...... AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". SMOKE DETECTORS TO BE 110v, INTERCONNECTED, WITH BATTERY BACKUP_ Ol ' f-... Ol ' N --~- (0 ·' ...... _ (0 ' Ml ,.., "-.'.'.r.l ·,••, • -,', ,·.-.a,r>'•• •;,,- N ' N N b ...... ' Ol Cl ...... ' co (0 _, 'Sf" ----------------- 22'-0" UNIT? /1// 14'-2" 7'-10" ~/ _____ 6" ------------------71,/~----------ci, <HH• . , ' I -8'-0" l.-l Lr~\.m ~ ·~ . --. --- 4'-0" H ~DIN RIM , _a~A-.o s·o:· gwr :_fEP5'~" i_L----+---+m1--+I --s:---H'+----,,------+-+- '• - ,_ 1 I I :: J a, ~ LAUNDRY I 0... 7'-0"x5'-6" KITCHEN 13'-8"x11'-0" --. -...... ' '° 0 2' O" 5'-1(" 001/ -1/ co / N -=:::;;;:=:;:==;:::::::::::::;:::::: FLOOR OF--_£ // / , POWDER '-, y-,,/ / ... I -• s. ¥=, u ','r / /0 I ROOM (1) ' '·~POWDER ~' ~\ = ;sTEP ----+--, ~_!}_'-O"xs·.1 .. 01 <.EE15' BELOK!-' ·-, ___ / ,-<l'. 'Sf" SEGO PJ NTRY r_,. __ -~_-_-2,'.') /,/ /~ FLOOR ~ , -L :N . - ·· ~/ /?680 PK-""''-,!-----~ ' 1:::=::::'..!::::!~~~-: / • -~ r,; -l- 4'-0" 1,/3'-2"'~ ..... c0_ -' <KK'> \ ___ / I I I / I I I I --/~c!·· //1~ (i;c;~ -_ co / 17 ----"\-,-+------~~~z ,, ~ - DINING 13'-8"x10'-2" 5 16 ~gl15 -- QI• .. J., ' ~,..j "-" . ~B"' ·-n•• 11NG ' 13 f 14 ,, FLOOR, 36" HIGH ' GUARDRAIL NOT ' REQUIRED PER ' ' IRC R312.1 - uv,c-1 14'-11 "x14'-8" g B.VENTGAS --, Ir-- FIREPLACE \._ '"'·---. ____ _ \~ OUTDOOR ---\\ FP STORAGE 1 -----__ HEAD IN RIM ff i ,' II_ ··:-_: -------I\ FF~===D=Ef-:·= ~~~~i~~µ\ =====~-:\ -1 ----------14'-4" X 4'-0" ! "----- ,~p~ T""" co·-, N ...... ·-~ b _, 0 ...... •, ' b ' N 'Sf" = ...... - ' (0 N (0 ' ~ . ,: ____ , -----'-----~.i-S------+- 1 -11 '-4" J 3'-0}_~-"-,J-' __ 4_~_-2_" __ --+', 3'-0" 19'-0" ' /'~·--------~-----------------------, UN IT 7 -2nd FLOOR PLAN f_ 1_-.-· ___ -_-_-_l __ -_--/\1.,__ SCALE: 1 /4" = 1 '-0" , ! .. --------- DEVELOPMHH PLM-!c!IMG CITY or-· flf:i'-.!TC!\J MAY 2 6 2006 RECEIVED 04 Elemental 1606 8th Ave. North Seattle, WA98109 p 206.285.1464 f 206.285.1444 Lake Park Venture Townhomes Lake Washington Blvd N -Renton, WA 98056 No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set r------- --- 1-------- 2nd Floor Plans Job#: 049 I - A2.2 Sheet ------------ 20'-8" UNIT 1 51/n .L /2 10'-10" 9'-10" ··"··/ I/ 3'-0" 7'-4~" 2'-11" 6'-6" /__ -"'-1-----//r- c------+++H I ,I N ' <') N ' i'-- C) ' i'-- ,, C) ~ ' a ~ I ' . ' HEAD IN RIM 3'-2" -12 / ' 1 , 21/" = ,..- ,..- ' (0 ,-2x6 WALL WI \ METAL TOP RAIL r-- 1 4'-2" \ \ ,i -I '2' 71/ II 5:• -72 -, i 2'-8" cc ' LO s:t" ' LO .. __ , / 3'-1 O" -~- C) ' (0 ,..- HEAD IN RIM <~-2~g1=:=-· ·=_=~=--- --16'-1"-- 16'-6" UNITS 1-6 3rd FLOOR PLANS ----' .! I \ SCALE: 1/~" = 1'-0" i I ~; 20'-8" UNIT2 ___ -2'-0" OFFSET ./ BETWEEN UNITS, TYP. STUDY 9'-5"x10'-8" FP 2880 PKT -D g 1 1 --1/' "\ ' ' ) J fl f , ·1 1 ij -,~-----I-\\ -----' \ '\\ / \ \ I \ \ I -._ \ / --\( . \ ·· rniece,u"' 8'-"AFF WI Dui:;TING FOR FUTURE AC ----- ' ' I =B~DROOM 'te-3"x15'-6" (0 ~ ---- ,,_ ---, ' . L -------:7 / / /' (f) I ' w I () I- <( ~ I- () ~ w w Ct'.: <( LO I N Cl) I--z ::J -7 _,.,,/ 20'-8" UNIT6 BUil T-IN -, i ---"\- --GLASS WALL ; -GUARDRAIL / I TO 36" AFF i---~ I ' • :=__ 2~8PORTION OF WALL ~ 2x4 WALL, TYP FP~ B. VENT GAS FIREPLACE /---INTERNAL ROOF CY'-DRAIN IN CAST IRON PIPE ~a"IITStOeE -- -SD "' '--FULL HT. FACE FRAME DOORS - 2 0:: z 0 <( w I --- C) ,..- ' a ,..- C) ' -,..- ,..- !R> C) ' <') b ' N b ,..- ' N co ' M BC:WW:Dc:CK,1'-'i' 1 ~.j~c--=-~:---~ ~======j=l=====:=JI ~ ---, ----DECK DRAIN TO SCUPPER WI 4" DOWNSPOUT, TYP --------------- C) ,..- ' b -st N N a ,..- ' b:, ,..- , 22'-0" /'L/ ____________ _ UNIT? 14'-2" 7'-1 O" N\ V / I ! ~1_}11 --GUARDRAIL J · TO 36" AFF // ' 1 -EXTERIOR \ STAIRSTO \ ROOF DECK --.--------+-' ------,-'----~ I \ -,~-,-. 1 ~-1 . -UP (1~))filRS _ ~;( \JY I ' ' ( _ I -,-r El CH i T '-4"x3'-," 13 12l 11l 10 91 \8 71 6 5 4 3 21 1 2868 D, 15 ! ------BUILT-IN --~---, 16 W.I.C. 12'-2"x6'-0" STUDY 8'-6"x5'-6" ,------2x6 PLUMBING 1 WALL I I 2'-8" 3' 1" ~~-= I 1 1 , t-:. 1 , / 2868 PKT I I 2·3-'c4:2" [_~_4'-1"/ 4'-1"9 J'-10", ,- I \ / ('I? / 0 \ 1-\ / '"-- ' '.NN, '1 ! , ft'. I J --~ LO -' £) I ' / \ -.I ' .~ i I /48"x6e'' ; '---,.., Q \ I "' ' (0 C) ' co (0 ' s:t" f /~\ ' '_.// SH~~E;~J 9 ,i LC) I ~~W-1 7~~ ] ____ ,; r ·- 5~,~-: 11/,, M. BATH= I \ 0 "ii 14 \ / GUARDRAIL--,--- TO 36" AFF ' ~13~.'-+ I-',--\_ 1i \ /2 l2 13'-4"x11'-0":? _'EAD IN .R=1-l=M-;~~~ M' I ~tr --! !pp·· ---st r868 PK-n = ;,,s) 2868 PKF !-/-!\---' --(")'· --I 7 1 ./ 2%;', 5•. I ~ . . 3'-0 11 . 2'-9;;· ,~II/ 2'-8" J-'-6/-__ /---3-'-2-,',\--,,, / " ~, / --/,r ---\ I 51/." 12 ~ I' -B. VENT GAS 1111" _/ 4 I FP FIREPLACE I 3 J 2 ,,---,----, f\.,F BEQROOM i 18'-1t-:-14'-10~-0-~....,_.=..0--'---<-.e---c-~----! " - I QEADINRIM L ------- BUil T-IN --\ \ n ' ' ==%;~;;;~'.=,,::L~L~;;-E;G_R=E-~~~·~C-=K==±l====i : - -,,---------15'-0"x4'-4" - - i ---- / 11'-4" ' ' 19'-0" - I t -4'-2" UNIT 7 3rd FLOOR PLAN \ -- I ro I ' ' ' <') -- 0 _, (0 ro ' <') -- C) ~ ' co C) ' <') C) ,. ' N ' - " © ' N \ -- -- ' = I 0- ' N -st I I ,----- ! I ' 04' Elemental 1606 8th Ave. North Seattle, WA 98109 p 206.285.1464 f 206.285.1444 I i - Lake Park Venture Townhomes Lake Washington Blvd N Renton, WA98056 No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set _____ , _____ _ SCALE: 1/4" = 1'-0" DEVELOPMENT PLANNING --;rrv OF HFMTOM MAY 2 6 2006 ,H:CEIVED 3rd Floor Plans Job#: 049 Sheet 20'-8" I ---------- ' ' 0 I 3'-2" --/ UN IT 1 \ ' ~,N 'T""" ·,, co ' (') ~ ' (0 ~! I \ . I . '\ ~-- -\71 \ ~ I ~ S T. / ' (0 ' L • ROOF PLANS ------------·--- SCALE: 1/4" = 1'-0" ROOF NOTES: • SHADED AREAS INDICATE OVERFRAMING, 2x6 AT 24" O.C. TYPICAL, • SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS. 'PROVIDE SOLID BLOCKING OVER SUPPORTS. • DS = DOWNSPOUT (4" SOLID PIPE TIGHTLINED INDEPENDENT OF FOOTING DRAIN). 'ALL MANUFACTURED TRUSSES: SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATIONS. SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS. 20'-8" UNIT2 0 17 I ' y ' !\ , I , L I / / \ / / ' \ \ r I \ I , ® E8 ' . ' ' / [B60F VENTILATION -UNITS 1-6 ! ROOFAREA: 870 sf VENTILATION REQUIRED: (870 sf /150)x144 si/sf = 835 si 1" SCREENED VENT: 12si/llea. -25% reduction = 9si/ll EAVE VENTILATION REQUIRED: 835 si/9.0 si = 93 LF PROVIDE: 93 LINEAL FEET OF 1" SCREENED VENT 0 \ -~ ::. -,'.·),' •!':_ __ _ -r Cl) w I CJ ~ ~ l-o ~ w w 0::: <( I.!) I N Cl) I--z :::) / :,.,-<: --··--. ~ / 0 - UNIT6 15"Wx10"Hx6"D METAL SCUPPER WITH 6"x2" OVERFLOW AND 4" ROUND DOWNSPOUT, (4) TOTAL z f- :i;: 0 Oo 0 LL. LlJ ri: 0.. LlJ g~ (f) .,::N z f-:i;: 0 Oo 0 LL. -'· • LlJ ri: 0.. LlJ 0 0.. _J - U) .,=N ~--ROOF DRAIN WITH OVERFLOW AND STRAINER ' ' / SLOPE DOWN 4" PER FOOT n . ' • A' . / \ / \ CRICKET-., BEHIND I SKYLIGHT ) \/ / \ \. . -FUTURE HVAC LOCATION SLOPE DOWN {" PER FOOT - 22'-0" UNIT7 ------'.,~ ---,----------t-~, --·-------~-------t-~ -----'c---~ . .. ,. 14 -- 15 16 I; I' ' DOWN \ ! \~~ i! i 13 12: 11' 10 el\ 7 6 5 4 ,,I, -. ' ' ' I I ' I ' I I I\ I ' • ROOF DECK, 17'-4"x17'-6" ! : I I ' SLOPE DOWN {" PER FOOT ! ' I• ' / ' ' I I ' i . I ,, I ./ .~ -;-- ' ' i lJ ! I 1·" • ! I ! I I I ,, j I I I '• . I. J ' 3'-2" ... ------ 11 <RR> ' ' ' • z / :!;: f-- 0 .o 0 . ·o LL. / LlJ / ri: 0.. LlJ / 0 0.. / _J / (f) ,;"IC',j ', '/ •. \ • \, 15"Wx1 O"Hx6"D METAL SCUPPER -' •. (0 ' 'st- . • b ' 'st- N -·-. I ' I (D ' b ~ C) ' N 'St WITH 6"x2" OVERFLOW AND 4" -~ .. ROUND DOWNSPOUT, (4) TOTAL -~1------ ///~/-~ • I - I ·····/1/ --+-:---~---+'------------------+-___J -------- 1~/ _ _J ___ 19'-0" '~, UNIT 7 -ROOF PLAN SCALE: 1/4" = 1'-0" ROOF VENTILATION -UNIT? ROOF AREA: 867 st VENTILATION REQUIRED: (867 sf 1150)x144 si/sf = 832 si 1" SCREENED VENT: 12 sittr ea. -25% reduction = g silt! EAVE VENTILATION REQUIRED: 832 si/9.0 si = 93 LF PROVIDE: 93 LINEAL FEET OF 1" SCREENED VENT b ' (') • DEV\:tOPMENT PLANNING -onv OF HEN"fON MAY 2 6 2006 RECEIVED 04 I : 1606 8th Ave. North Seattle, WA98109 p 206.285.1464 f 206.285.1444 Lake Park Venture Townhornes Lake Washington Blvd N Renton, WA98056 No. Date Issue 7.26.05 Schematic 5.12.06 Permit Set Roof Plans Job#: 049 Sheet m POINT ON CENTERLINE a.--------1/4" CROSS IN BRASS DISK IN STEEL RING (9/05) \ \ \ I \ EX STMH \ RIM f:L = 40.32' INV EL = l4. 32' -15"5 ----- INV EL = 3\70'-15"W \ . \ .... SITE BENCHMARK CITY OF RENTON MON #2117 \ £ \ EX CB RIM EL =43.68' INV EL = 40.83'-15" \ INV EL = 40.83-1 Z"SE £ EX CB \ RIM EL = 43.36' INV EL = 40.83'-12" \ ·- EX CB RIM EL = 44.88' \ INV EL = MEANDER CORNER SOUTH LINE SECTION 5-23-5 FOUND MON IN CASE (7 /94) PORTION OF THE SE 1/4 OF THE NW 1/4 & THE NE 1/4 OF THE SW 1 / 4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. \ \ \ \ \ \ A FC \ CITY OF RENTON , WASHINGTON \ \ \ ·\'1!JS \\\\ \ \ \ \ \ \ \ \ \ \ PARKING STORAGE \ gs \ g, \ \ \ I £ I I \ (__J\ ~a.ad gs I «> ;.:-., \ \ • \ I \ \ \ . ' I I TR ' ' \ gs \ LEMH \ ·········\ . g\\ ·\ \ \ \ ·.~ ~·; \ gs fc \. \ \ gs \ \· EX STMH EX STMH \------\-----------RIMEL= 55.73' \ \ \ INV EL = 50.53' -12" VACATED RIGHT-OF-WAY \ ~ BY ORD #4834 RECORDED UNDER \~ 20000321000918 \ \ \ \ \ \ s EX STMH RIM EL = 50.64 INV EL = 40.14'-24" \ \ \ \ \ \ \ \ RIM EL = 46.35' INV EL = 40.05'-24" EX SSMH RIM EL = 44.69 INV EL = 38.23' PC MON 1 / 4" CROSS IN BRASS TR 355 DISK IN STEEL RING (9/05) _.,.--C/L CURVE DATA LAKE WA BLVD I:::. = 32'44'22" R = 1514.70' T = 444.93' L = 865.52' S88'51'23"E 893.56' (BASIS OF BEARING) 823.93' z ~ N 30th ST. < z w ,: 0 0 -~-<( N 28th ST. ':,/ SITE GENE COLON PARK N 24th ST. Cl :;i '?i >t, ~ "' %, N 28th S w z ~ <( r.n w z 0 ~ NE 27th ST. NE 12th ST. EXIT 5 VICINITY MAP GRAPHIC SCALE ISSI :io o 10 20 I 80 ~~· _,. I I ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 [)ATE OF SURVEY: SEPTEMBER 2005 BASIS OF BEARING: SOUTI-i LINE OF THE SW 1/4 OF SECTION 5-23-5, (S 88'51'23"E) ElENCHMARK: CITY OF RENTON MON # 2117 3 1 /2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE NW CORNER OF CONCRETE BASE OF SIGNAL BRIDGE AT TI-iE RAILROAD CROSSING AT THE NORTH ENTRANCE OF GENE COULON PARK. SIGNAL BASE IS LOCATED SOUTH OF THE ENTRANCE ROAD INTO GENE COULON PARK AND WEST OF RR TRACTS. , ELEVATION = 37.25' (11.355m) NAVD 1988 TAX PARCEL NO: 334450-0455-08 LEGEND [gJ CB (TYPE 1) OJ @ STMH (TYPE 11) o ® SANITARY SEWER MH .. ,·· M WATER VALVE * ll! WATER METER/SERVICE 0 -0-FIRE HYDRANT @ -o-UTILITY POLE E-'--GUY WIRE cg] SIGNAL CABINET + 181 POWER JUNCTION BOX EB LIGHT POLE o [Cl GAS VALVE [£J POWER VAULT ~ POWER PEDESTAL • TELEPHONE VAULT TELEPHONE CABINET SIGN CONIFER TREE DECIDUOUS TREE MONITORING WELL MAIL BOX PK NAIL MON IN CASE/ EX REBAR / PIPE AS NOTED SET 1 /2" REBAR & CAP LS #9470 LE G ;'). La -DESCB.l£IL01L . . . . .. .. . . . . . . . .. .. .. . ... TRA:cT 356, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 1069722; TOGETHER WITH THAT PORTION OF TRACT 357 LYING SOUTHERLY OF TI-iE BOUNDARY LINE AGREED UPON AND DEEDED IN BOUNDARY LINE AGREEMENT RECORDED UNDER RECORDING NUMBER 8506240829. AND TOGETHER WITH THAT PORTION OF LAKE VIEW BOULEVARD (104TH AVENUE SE) VACATED IN THE CITY OF RENTON ORDINANCE NO. 4834, RECORDED UNDER RECORDING NUMBER 20000321000918, WHICH ATTACHES BT OPERATION OF LAW. I SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON SOUTH 1/4 CORNER SECTION 5-23-5 FOUND MON IN CASE (7 /94) REVISIONS 0 DESCRIPTION/DA {E B (J ---::r: Q_ ~ (_j ct ----(_.'.) < C) 2 Q_ C..'.) 2 Q:: < ~ -~ c::i ~ < ~ ~ "'.( >----ct ~ c::i < ~ <: C) 2 en c'j !l:: ~ )... I- G JOB NO. 904-001-051 DESIGNED DRAWN DAN T COMP. CHECKED MHT DA TE SEPTEMBER 2005 owe. NO. 90400/BT.dw 1 OF 1 SHffTS i --_,_· ( 11-.= l ; (,1 '' C• c u f- f- f- f- I (/) (/) I Q_ Q_ Q_ ~ -"' " wU V) ~ xO ~u "' 0 I "'" I ll) ~ ~ (f) w :::;E 0 I z 3:: ~ ~ a::: <( 0.... w ~ ::s 0 ~ ~ ill l 0 ti) ..-5 g I -;u .. ~ i Cl :z <( C) :z -:z ~ ::i O:::'. 0... C) ..........._ (f) t:i ~ w_J Il- (f) => O:::'. w > 0 u CL "' r z D I-z w "' "-D >- I--u w :,: I- D I- ...J <t I- I--:>: "' :, "' ...J <t -I--z - rl w ';;: 0 z 0 1n i:;j O:'. 0 z EX STMl-1 \ RIM EL = 10.32' INV EL c 3·1.32'-15"S .\ lflV El. ,, :53.70'-15"'1/ \ INLET IE=39.50 W/ RIP-RAP PAD \ 11 LF 8" CPEP 15.00% (1) 8" TAPPING TEE (FL) (1) 8' GATE VALVE (FLxMJ) \ THRUST BLOCKING COORDINATE 1'11TH COR ~ ____.- INSPECTOR DU~ TO PRESENCE _ __,.-,----...._ ~ WATER MAINS~- . ------l ------', \ CONNECT FOOTING DRAINS FROM UNITS 1-6. WATER MAIN TYPE AND SIZE UNKNOWN. NCERTAIN IF WATER MAIN IS ACTIVE. \ \ \ \ \ 0 .Q t "' ".\ . I" I "'-\ f: \ i" ' I o I I i I ( --... __ \--- I ·--/ '~,, \ I ', \ ! \ I \ \ I \ I \ i \ I \ j I \ I \ ) \ I \ --. / \ / I \ ~I \ I I GRAPHIC SCALE \ \ 10 0 ~--· ( IN FEET ) 1 inch = 10 5 I 10 I ft. -,--·-\ \ y· ______ \'-- \ SSMHt DIA. RI 45.00 \ IE (N, )=37.31 IE ('/i) = 37.21 SEE COR STD. DETAILS l R fa AND 29) 7 LF 6" \ PVC 2.00% IE=37.12 • -(SEE COR sm. ' DETAIL BR 08) EX CB RIM ~43.ef INV EL ~ 40.83'-15" ~ INV EL : 40.83-12"S\t" " EX SSMH RIM EL = 44.69 - INV EL ~ 38.23' EX CB R"1 EL = 43 .. ,6' - INV EL = 40.83'-12" \ -· ·-------------------\bl--=--- -7 :"'-. . - / \ \ -'o "' -0 ® . ---JT 1 IF DESIRED 0{ DEVELOPER, P~ACE SMALL AREA INLETS IN EACH PA TIO.\ ' ' \ ' \ ' \ I UNll\ 2 ssco IE=39.12 (SEE COR sm. BW 188, TYP.) I I DEllL I I I UNlt I I 107 LF 6" I PVC 2% MIN,\ I EX STMH 1---RIM EL = 55.73' \ INV EL = 50.53'-12" 45• BEND THRUST BLOCKING (7) 3/4" WM PER i..---COR sm. DETAIL BR 42. 18 LF 8" D.I. \ \ \ \ \ \ (1) 6" GATE VALVE \ 1'11TH 8" TO 6" REDUCER 4 LF 6" D.I. FIRE HYDRANT PER COR STD. DETAIL BR 24. ~--1---~~..L--\...--l,... THRUST BLOCKING ~ \ \ \ 'f, \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ PER COR STD. DETAIL BR 26 (TYP.). 1. FIRE SPRINKLER AND LANDSCAPE ARCHITECTURE DESIGNS ARE NOT BY CONCEPT ENGINEERING, INC. 2. DOWNSPOUTS SHALL BE 4" DIA. PVC SLOPED AT 2% MIN. \ \ \ \ l\ \ \ 32 LF 6" PVC 2.50% \ YARD DRAIN RIM=48.00 IE=44.80 \ \ \ \ CONNECT FOOTING DRAINS FROM UNIT 7. (SEE DETAIL, C-3.0) \ \ \ \ \ \ LAKE I IMSllINGTON TABLE OF CONTENTS: SHEET C-1.0 SHEET C-2.0 SHEET C-3.0 COVER SHEET / GRADING AND UTILITIES PLAN TESC PLAN NOTES AND DETAILS PROJECT INFORMATION: PARCEL NUMBER: 3344500455 SITE ADDRESS: 14xx LAKE WASHINGTON BLVD RENTON, WA 98056 OWNER: LAKE PARK VENTURES, LLC JASON THOMAS LEGEND: TA = TOP OF ASPHALT TC = TOP OF CONCRETE/PAVER FG = FINISHED GRADE EL = ELEVATION IE = INVERT ELEVATION BR = BOTTOM OF ROCKERY TR = TOP OF ROCKERY OS = DOWNSPOUT ss SEWER w = WATER COR = CITY OF RENTON 1../,L_., = EXISTING ASPH_.,A"'L'--'T ____ 1 D = EXISTING CONCRETE \ TR 356 2500 MINOR AVE EAST SEA TILE, WA 98102 (206) 568-6795 D = PROPOSED ASPHALT CS]= PROPOSED CONCRETE PROPOSED PAVER ssco IE=3B.29 46.1' ENTRY SLAB I I I U\NIT 4 I I I I I I I I I I \ UNIT 5 I I I I I I I I I TA=46.90 TA=47.90 TA=47.90 8 LF STRIP DRAIN ROP CONNECTION RIM=47.80 ___ ...,___;,.i~[> SLOPE 0.6% TO NORTH 1 ':lt,.,,Co' 0/";'.}'i/,\; (SEE DETAIL, C-3.0) / "' 0 \ TA=48l90 . I 1. o· I GARAGE I SL~ I I T~=48,0 / UNIT 7 ,/\ /, \18" TALL LANDSCAPIN WALL RECOMMENDED ALONG WALK. \ \ \ \ \ \ \ \ \ \ \ \ -~ ( ,,,..-'\ I ARCHITECT: PB ELEMENTAL ARCHITECTURE, LLC JULIAN WEBER 1606 8TH AVE NORTH SEAffiE, WA 98109 (206) 285-1464 · SURVEYOR: TOUMA ENGINEERS & LAND SURVEYORS MOUNIR TOUMA 6632 SOUTH 191ST PLACE, SUITE E-102 KENT, WA 98032 (425) 251-0665 CIVIL ENGINEER: CONCEPT ENGINEERING, INC. MARK RIGOS 455 RAINIER BLVD N ISSAQUAH, WA 98027 ( 425) 392-8055 ~= OR CONCRETE LOT COVERAGE: LOT AREA = 18,998 SF PROPOSED IMPERVIOUS AREA BUILDINGS = 8,285 SF DRIVEWAY = 3,727 SF PROPOSED PERVIOUS AREA PERVIOUS = 6,986 SF LOT COVERAGE = 63.23% RECOMMENDED CONSTRUC]ON SEQUENCE: 1. Arrange a pre-construction meeting with City Inspector. 2. Flag or fence clearing limits. 3. Post sign with name and phone number of ESC supervisor. 4. Grade and install construction entrance, if required by City Inspector. 5. Install perimeter protection (slit fence, etc.). 6, Construct surface water controls (rock check dams, blo-swole, etc.) simultaneously with clearing and grading for project development. 46.1' ~ ENTRY SLAB I \ \ UNIT 6 TA=4!7-9 0-'.ol'~LI / -\\ I I __ .. :;;::---\ I -1~ > 111 \ \ / 7. Maintain erosion control measures In accordance with City standards and manufacturer's recommendations. 8. Relocate surface water controls or erosion control measures, or Install new measures so that as site conditions change the erosion and sediment control ls always in accordance with the City Erosion and Sediment Control Standards. 9. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeUng or equivalent. 3> ...- cc \ I ssco \ IE=37.45 I ...-I I I I PIPE BEDDING I - PER coR sm. I OETAIL aw fBC".1----~ I --- ss- I I I I I I I I I \ I sS \ \ ~ l s .--1,---- \ ~s I TC=50.25 \ \ _ ... 1.. I '-./ .--::::----I ,,.-::::--\ ;,-\ \ \ ~ YARD DRAIN _,.\. ~ sS SIDE YARD LOW P~ \ / \ RIM=48.00 sS I TC=48.85 \ IE=46.~ • \ \( TA=53.10 \ I ~ \ Jh--"""-\ ~\\S \t-;:::::::::::::::::------ \ ss~ \ I _-:::::::: - fl INING WALL \1 ,,;;::::::-- -4 " MAX. HEIGHT. 1 '\-;:::::' -D IGNED BY OTHERS. , -!!: . -o:, I _ .. ;:::...-lf) ----\ PRJ "IJ°i -;i• ~~: ASPHALT --":: BE~M: TO PREVENT UPSTREAM ,"' 10. Stabilize all areas within seven days of reaching final grade. 11. Seed or sod any areas to remain unworked for more than 30 days. 12. Upon completion of the project, stablllze all disturbed areas and remove BMPs If appropriate. CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION Date \ \ \ 84 LF 6" \s~ I PVC~\ ,-;::.cc"'-· 1 /. , , :: :: ::--ROAD1 RUNOFF FROM ENTERING 0 ;: ! ;;':: --PROPE'~TY. l EXPIRES 04/23/07 Date sS I ,,~,,. -----\ ... ,,,, ,,. I , , --J-EX-S-TMH-\ 1 1,,,, "--j--RIM EL -46.35' \ // / INV EL = 40.05'-24" I ,,, I ,', I I I o, / 12.5 FEET SANITARY"'{, ' '---SEWER EASEMENT 1' "' REC //20010425001978 ,·: ~ 11 ',, EX STMH ,- "' RIM EL = 50.64 o, -· ~ INV EL = 10:14'-24" "' CONCEPT ENGINEERING, 455 Rainier Boulevard North Issaquah, Washington 98027 :[NC. (425) 392-8055 FAX (425) 392-0108 Copyright © 1999 Concept Engineering, Inc. All rights reserved. -----------_note_ ---- Date Comments: A-NNNNAA L ·F ' .00 .... -. .... ' ~ T i f-:,: (.!) w ' I .00 C!i ..... .... 0 ' _J N a, (") ~ ::. r ----- UJ ~ > () I l -i i ~~------c ·--------------------··-·---------------------J,; 1;1 :::::::::::::;::;: ___ ;_:;::::::::::::::;::::::::::::t:::::'.::::::;;;;:; __ ::::_=~..._:"'~~~~'.'----15"Wx1 O"Hx6"D METAL ' I' ! I {::-1 ··. SCUPPER WITH 6"x2" STEEL GUARDRAIL -- W/ INTERMEDIATES SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THRU ,J ~ ~ '1 0 , <( 0 ,..i ! zw ('t')I -I ' ::. Cl) -~--«>-2- "' u.. ,, \. - ' ---------·-------· --_ _, ' --------- -----··--,h hi . ,11 __ 1 , ""TMP. _J 1 ,II TMP. lu lfiP. ·-~~========~~=-,= __ -:-::._-::.-__ II 11 !:I: ii · --PORTLAND CEMENT STUCCO PER SRC R703.6, SMOOTH FINISH, TYP. (GRAY) -CEMENTITIOUS PANEL SIDING (BLACK) r ·· 11, ~r ~--41_ .~.[-~,.l~,r~~~I ~t:==~-=---~==--- 'I ·1, ' 'ii' . ~-_______ __ '1 (JJ ) ·-[ (DQ I I --r , :____ . ·_-::_-::._=-::_-_:··_· -~~~ ------ALUMINUM WINDOWS, TYP --~ 1!-- t: ~--· -- ·-. -------· 4" CEDAR SIDING, CLEAR STAIN . . ~ -1 n -- if 7 ' ' --. . 5 . 6 B .. . I .• -,-, --,-- PORTLAND CEMENT STUCCO PER SRC R703,6, SMOOTH FINISH, TYP. (GRAY) -EXTERIOR LIGHT FIXTURE L -_ --· --METAL DIMENSIONAL NUMERALS (VERIFY ADDRESSES) f _ . _ .--· ---SOLID STEEL DOOR WITH PARTIAL LITE I I I I / ----- 1 <( 0 = . UJ ...-, ~I ::. Cl) "' ' z ' 00 .... .... ' N (") "' -"' u.. ,- I (.!) w I C!i 0 _J a, ~ ::. SOUTH ELEVATION -UNITS 7&8 ------+-·----------.. . ._.-_. ________ _ 1 SCALE: 1/4" = 1'-0" 1-1----- f----· C----- C-- --=--" f---------------- ------' -- ------ -------··· ---~ 81.1' -T.O. ROOF ( -"--__ '------t----= . ---- ---------- ------------ II ~ ,._ 50.1' -EX. GRP\DE - -~-~----==-··· ____ -· --=~~~~=-~ ------~~--c-_----- f------------====----===-=;;··1= '====:===tl ---- '--· L _ ~--- f---- f---· f-- c.=-· --·--·--- ii l ! . - lb i ,II . :· I , __ 111t -···•--~L=J~ . i I I , I ' I ~9.2' -EX. GRADE NORTH ELEVATION -UNITS 7&8 SCALE: 1/4" = 1'-0" --· --· 11 I -OVERFLOW AND 4" II I • b 81.1' -T.Q. ROOF . ----------- ·! I I/'. ROUND DOWNSPOUT, ~ =it ___ --_-__ ~------=~±trc_-~-a_:F=== __ ±i= __ =_=_=_c~=-ci±=_===~+-------+-___1-~=----__ ·--il-=~-..,_-.---+-l ~ (4) TOTAL I -· I ii t: ---', L_ --1----------1------~ ~I h F '--~-----++ --------+---1c----------~==~=-+---------ti--+--=-••·-_, -~·::=:: ____ ::::. ___ :::"- 'I I! f------'--, --------1 I !: i ------1--------------·- L -' --------- I Ii ii 1 --~°'t~~~~·,in :~~- '' i ! . , FF> ! 1~MP 11 !I i ! ,- I c: =..J 'I" L_ . '1 C J --- ··------- I ---_J ii 11 ' j ./ :r---··------. I==~ r===w=====il===i==="l\c=~ ----- I CC , I I ' ' ,, ' J ,I i i ,, _s - _1 _J ----=------, ;----=-----==---'---·+-----.-. lc==~ Ii I' SCALE: 1/4" = 1'-0" I l --·-·~"-=1 ' --- .-- 1 CEMENTITIOUS PANEL SIDING (WHITE) 04 Elemental 1606 8th Ave. North Seattle, WA98109 p 206.285.1464 f 206.285.1444 -----1·-----~------·-I ·--, ------------ 1 Lake Park Venture Townhomes Lake Washington Blvd N --~--~-~---------~eiiton-;-wA-98rr56 -- 81.1' -T.O. ROOF ,. i,l;: I ----r ----I----·---- i~~=~"-!}~~11 = ,---- - --I TMP. - ' . --------- ------------- ,1 !, 11 I' f------------------------------ I I -~X. GRADE -,I' WEST ELEVATION SCALE: 1/4" = 1 '-0" I --~-1 I' I UNITS 7&8 . ----· .. j 7-~ 'I '='" 1=/=.-.=. =1· -11 ! / ·. --... -----··-·· ---.. :· QQ. TMP. , TMP. I TMP. i 1 . ' : I I ITMP. -· +------ - l , -- ~ ,_ 50 .2' -EX. GRADE • - ---~- J ' 1 No. Date Issue I I _;.;6.~; Sche~a!ic _ ____5_._1_2.06 __ !'ermiJ: ~ I ' I - Unit7 Elevations Job#: 049 Sheet 2'-0" I _ 2 1-0" _2'-011 2'-011 2 1-0" -CEMENTITIOUS PANEL f,I UNIT 51+UNIT 4 LINIT 3 1 UNIT 2 UNIT 1 EYON -----'--SIDING (GRAY) , .. CEMENTITIOUS PANEL r.;::;::::;:=;::-~, ::;~.,;S~I D~I N~G~(~B!;!LA~G~K:):J ::::~:::...="'==::..::::::::;::::_:.-1 __ ~ i------- 'I -------1 ·,-----,-79.7' • T.0. R OF ··&----!l ~-:--==i 1 I 1---,--· ' ' ,,;,/ ~---- -' --I ---- -CEMENTITIOUS PANEL SIDLI G (GRAY) c------~----- •' -------------. ·, 2 1-0" 2'-0 11 2'-0 11 2'-0 11 2'-0 11 ,.-PORTLAND CEMENT STUCCO PER I· • I· ,' I ,, SRC R703.6, SMOOTH FINISH, TYP. 'rUNIT 2 UNIT 3 i UNIT 4!-UN.lfS UNIT 6 · ·· ·(G· ~~/\ "Y") · ' ._ .. EY ,,.Q"N-·D ' , , , I I ----;;;:::::;;;;;:;::: ,;---;;;;;::;;;:;;::-:;;;;;;;:=:::;;; 04 · 11, ,. c 77.T-,T.0. RObF ------I._ -------------- - I\ I iL J ' .D I' ' R\ ----· ------------- -------- ·------ ' --- I 11 -- -- ·--~~ '--- ------- -· ---- ·- -- -------------- ==-:~ ---~----- ---- I ~---=-----=-~~ I-------+-~· ·~ -----, ---===1.c~== · ' 111 1' 11 K ' I- '. I ,, I ' --- r -· ---. -· ,-----,_ I-;:---- -1l ------··-------I i ! i' ' ' i I I 1-i-----~,________,.. -------+--- ~~~~~~==~~~~-~-==t=====· -:~. ·---: = =t= = --_L = -----j -_ _j__ --I 11 ! ! I , .... !I I 11 ·-----· = = =:::-:c.:..:: = =-------1------- I ' 't -_·_·_-_·_-_------_-_----+----~ =±::::..:: -= I I . ___ -==------=-==·=--L_ --= =·=t= = ----= --+-= -I t' ,-----·----~ --~ --~ -- ~ -__ _j__ --=I ------·1__. -= = = = = L = = = = =====IL---~-~ -~ l --~ l_ ~~ -~=~~ ~~ ~E --·-: ;j - ,I C ;~ ---===l G ll=·==·=· -=---=-"·=---+±' ;;;;;;=·~--=--=----:-: ___ ~~ -l-J -j I ~-= = = ::J ' I- I C)--"' \,U I-r _ .z I!) :, <D -.w CD 111 I . . -L========-=aW ·=~~··c=====·i·-l ~~~~~~= I-----L I t= = -: ~ = : JI I --, ------= ,_ --' --~ ---------: E ----=i ---------------~ ~ -L__ --:---t= ---------------, II I i ' ------------------------_-_-_--_-_--______ _j -I--=--E =~ := --------~= ~~~ _=:J I----L_ ___ ~~---- A -------------------------------------~--------------·-------- t=----~-===~==-=.~.=-=_ .. =.-=:--:c:.-============:t========== '---------·-= ----- 1------L__ ___ _ I---_I------L__ ----~·---- -----L__ ----=~ = ==-· =-,t= = ==== I----t= = == = ~ = == = = f---------= =~,---------· ~------~ =====~~~-------- 1~ j l===_=_-=_-_-= .. _-= __ =:c=~= ... =_=_=_====c::..="'==;,;=;;;~==-==_=_=.= __ = __ =_=_ ========±,:_=,=:,=_= __ =-=. __ =::.=._=-=._= __ ==_ c_ ~ ; I-, _ ___jl 1=--::.=-·-=_._---~.--~1 ---~ -------+ -----..... ---~~,--~· __ =_. __ ~_ ~~~::=~.="1c!c~~~~~~~~~~~~~I - 1 -~~.:__~!j I ' ==±::= ---I ,: ~--·, [1T·_··-~---~l-=,,~il-----===-~=-=~~~~~~~~~-, ~~~~~~9 ~-.. 'I I ··-_ _J ll _ ·1 I -Ii 11··.. I__ : ! 11 ~: I Ii .~~------·---·--__ --_-____ ,, ___ !,_ -=== ____ _J _____ u__ __ +il __ .u_ ____ _u_ ____ ~148 .~_.-EX..J,8f.DE----~· I L _ ' ,A . I I i ~-=====~=~;r;:~~;;;;;;;~~~~~~~l, ~~;:~-:-:-;: __ -~--~-~· ~== __ = __ c,rJ .... -----====-~-;:;;;=;::.-;."·:::·-:::---::::~=-. '8,0L. FIN , GEl/l_Qg_ _ !.c,, 47.8' _ EX. ( RADE ·.: 1 1 II -~-I --------------------' , 46.0'-FJ ~. GRADE·--·---' -1 i, -c:L™P_-__J C----i!l-1-i ---~-----.-, .. C~. 1--l~t---,' -------1 ..i-~=-=~~·-;S"·~;;"~~:;~~~=,~ _________ -----(lr =:::;.,.,..~::~,~~EJJ~ ·1 ~~===.:::::=:~=::...~====~~~~~~~~s~c==~~~~~~~t::J1Lt:_:1'=---__IL_I ~ 5.6' -E(, GRADE I,_,- ''._ _____ --$-45.!,'._-EX..OBL\llE 9 ..._, 'qi I SOUTH ELEVATION -UNIT 6 SCALE: 1/4" = 1'-0" GLAZING KEY -UNITS 1-6 SCALE: 1/4" = 1'-0" 31-0 11 r I' r=- !I_ l II I ' i -'" 22.5 SF EACH (2) TOTAL -ENTRY· UNIT 1 -2ND FLR LANDING-UNIT 1 3'-311 TMP. 30.6 SF EACH (6) TOTAL 5' I N 1:o ' i'- -ENTRY -UNITS 1-6 ''I I™£'· 60.0 SF EACH (6) TOTAL -BED 2 -UN ITS 1-61 6'-0 11 I ~ I "Iii"'_ ==.""_ :_==,=·. =0 "'•·=··,·e=•· ::::11 10.0 SF EACH (1) TOTAL -BED 2 -UNIT 6 4'-0 11 16'-0" 5'-0 11 7.5 SF EACH (2) TOTAL -BATH -UNIT 6 -POWDER -UNIT 1 4'-0" 4'-0" Tl 'D ,Li'~ b i I I' -;-1 F \ NOT USED • 0 8'-0" -C: ... ,1 :.• ~ L :,G:. I ~ ----~==="· ,I ~ 13.3 SF EACH (1) TOTAL -LIVING -UNIT 1 NORTH ELEVATION -UNIT 1 SCALE: 1/4" = 1'-0" 16'-0" ' 4 1-0 11 4'-0 11 4'-0" , 4'-0" t .----J"---____j --~ --],™' F --- 1 • (0 ' "' j,TMP. \H b ' co ' I j I I 11 Ii i I! 11 i!TMP. TMP. : jl-TMP. lilrMP . ,.,,L__ 11"'-'~==~l f,.:.C:.:~==~~~==~~==~ ---"-- 186, 7 SF EACH NOT USED (6) TOTAL -LIVING • UNITS 1-6 3'-011 ~-· bi ' co ~·-~~ =·==-:"t-:: • (0 I • ! '° I 6'-0" f--------,------;--/ .... I i - ''l I J l_li==~~ ' 3 1-0 11 n II 'I ~ 1 !'I ·'!<·· · 11 _ ••.. _ I 39.0 SF EACH (1) TOTAL 19.5 SF EACH (1) TOTAL -LIVING -UNIT 6 38"x66" CUSTOM SIZE VELUX FCM SKYLIGHT 3'-2" y =:=w=,= -KITCHEN -UNIT 6 17 J"x70 i" CUSTOM SIZE VELUX FCM SKYLIGHT1 1'-54' X (0 ' (0 3'-0 11 I -··1---~1 =~= ·-~ L 18.5 SF EACH (12) TOTAL -KITCHEN -UNITS 1-6 -LAUNDRY -UNITS 1-6 ., Elemental 1606 8th Ave. North Seattle, WA 98109 p 206.285.1464 f 206.285.1444 Lake Park .Venture Townhomes No. Date Issue 7.26.05 Schematic 5 .12.06 _PerITiit Set Units 1-6 North & South Elevations Glazing Key Job#: 049 --------------------1 ~ , _"'• . ii j E~S l I _ 1,! I ii I / co I ~ 6'-611 .( u\ I M \ N OT USED 9.3 SF EACH (5) TOTAL -KITCHEN -UNITS 1-5 c' 0' p NOT USED NOT USED ' (0 le ~ TMP _ 1 , 1 ~MP. 144.0 SF EACH (6) TOTAL • M. BED -UNITS 1-6 ' R' I l~ 17.5 SF EACH (1) TOTAL -M. BED -UNIT 6 s NOT USED L J".cc11 =T~, ==· ~iiJ ln~\1 1 8.1SF EACH (6) TOTAL • M. BATH -UNITS 1-.6 I ._ I ~I _jIM;~= ~ ~:=---· I 27.0 SF EACH (6) TOTAL -STUDY -UNITS 1-6 ·_v ;, NOT USED I j in ' ' TMP. , -\-L"==="-! 17.4SFEACH i ' ' --"----- (18) TOTAL I -STAIRS· UNITS 116 8.5 SF EACH (12) TOTAL -W.LC. -UNITS 1-6 -M.BATH -UNITS 1-6 y NOT USED Sheet ! I_ ·co I'-- I'-_ , ~ ('") J z :::; ~ w n. 0 0:: n. l ! t- I (.9 --"' w t-I _ .z (.9 :::, o- 111 PORTLAND CEMENT _ STUCCO PER SRC R703.6, SMOOTH FINISH, TYP. (GRAY) --------------- --- - !ii Ii i - -~~--~r -l :1 ---,_I --~~' ----~ ~ --=-==::j ' i ! ---l Ii ------ __ ··· __ - r Ii L__ _ _j ___________ L __ _ I -- ==-===----1-f--==±-=--__ I •------l ------- ' " ---~I_ - 11 ~===~II ,,, -- -. -, c'UK I LANU t.;t:Mt:N I ::; I Ut.;t.;U c't:K SRC R703 6, SMOOTH FINISH, TYP. (GRAY) ----------'I I I j I ' ! - ., CEMENTITIOUS PANEL SIDING (BLACK) -STEEL GUARDRAIL W/ INTERMEDIATES SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THRU b ' w ,:: > C) ow C!l 0 <( 0 zW :;E ill ', fo z -1r="':;:;£F9 1Jir="""'="'_,:_ 1 ,r-r,Trf~~~rj1 ______ _:_ ___ J1 ==~~==~;.;;-;.;,---"'--~-~1 -~-CE::NTITIOUS PANEL ~ C) . -. __ co w I'-• I C';J C) (") 9 ('") C!l i CONCRETE PLINTH 16" ABOVE ENTRY FLOOR LINE OF PLANTER & LANDSCAPE WALL IN FOREGROUND I I li'ilT,,.M~P""e. ==ill r,===c;i : : © L--' I! [. 1,_11_1 __ / -I 1 11 ; 11 Ill/ J. SIDING (BLACK) !- rl ---ii_ I , ------==== !cc' -~"'"-~.,_,dl~~;:_;::.~--c-m~,~-, ~ EXTERIOR LIGHT FIXTURE II 1 ' , 'I @-~~~--~~-:--~l----_: --~-~:~~:Ls~::~::~:LNUMERALS I ii ---/ (: (VERIFY ADDRESSES) ----' I 0 0 I I I 0 0 /1: I I I I I 0 0 ,I U!M~l11k1~1Hill1:~~1d _____ _l_ __ _ II o · ··\ i _,.,, ,: I L_ - I ----18" HIGH CONCRETE I PLANTER /--6" CONCRETE ,, LANDSCAPE WALL ;.::- ! I !------I ' I ~ --...!15..§' -E?S,_ ~RA__QE ------------1 -,i-4:1'"=1"1 . LAKE WASHINGTON BLVD. WEST ELEVATIONS -UNITS 1-6 _ SCALE: 1/4u= 1'-0" --- ---------I-=t== (.) ---<( ==t== !:!~><=-= '~=w ------ --- 1 -------:::::: W == ~l ~~=--0::: ---=-=- j[ -. 1~ <E-=-=;: =~~ -L{) _· __ CEMENTITIOUS ---1--:=:=-===~~=~:====~~: I --PANEL SIDING --L -----------~ ---==== N ~--:_-: (GRAY) I-------=-=-==;-~==--=·· ~~==--=~~~~;::~;;;;;=====r==r ~·------~~-:------_ Cf) __ i -- 4" CEDAR SIDING,----~-=--~ _____ ---------~1-----t---1-t===·_:___-____ j---=t-== 1 ---------=1:== CLEAR STAIN :-:-•=--==;_:=;.::::;:===:=;;: -_ -===-------- ---__ -_---_ ~--------==-·=--c· --:::-~-::------ PORTLAND CEMENT --- STUCCO PER SRC R703.6, SMOOTH FINISH, TYP. (GRAY) 1-t:==----=~-=-----=-=------- ------'""-- FLAT PANEL METAL ----• __ GARAGE DOOR - -~ _,i,___ ___ _ ! -----t::_---_--_-:: __ :=-=~---=-~~:z -_.,_. ,---:-_--- C- -----::> =t==_~- 1[ I, I• 1---I -------- \. ~- - -~ ----------------=-~=t===--::: --==--======J " ====-'-------'.'i ---------------!L -=-======-=-=--___::__ j I _____ J _ --_______________________________ , ____ --$-45.!._-E,X..J;BADE---------- l --' I==-='-=-===============-.:· ·=-==---=~~:.f, = -----___ !I ' [T I -~---~------------------- -I ----...,:::- i ' ' -- · 1--_________________ ____!L ! --+--------= +--- -- ----LINE OF SIDEWALK IN FOREGROUND n__ j ~ J 77.7' -T.O. ROOF -I 'I ., ' ·1i m;=~,6--.j_::__-------~---~~--~-_JIii }-----ii ---__ , lllf-----;;J:I== ___ • _= __ =:_= ___ = __ ----~--===--==--= -:-----1[~1 ~l.r ~--=-i~J ====-==+ I ___ · -___ ·1 -- -1---------------------------------------__________________ _J f...-----------------'------------- --- --- - ~-~-~~====E~~I -----,--= ---I - ---------····--------1--=-==··=======-==-=-=-=--------~F=-=--======t I-=1_ -... "--- ~-===========~--~h-§§~~-m = ---- 1----------~--- l I t- I C) --"' wt- I -.z C) ::, o~ ...J C!l 04 Elemental 1606 8th Ave. North Seattle, WA 98109 p 206.285.1464 f 206.285.1444 -------- ---------- _.,,. Lake Park Venture I Townhomes ; ---+ i I I ~--~ I Lake Washington Blvd N I [ ·-Renton, WA98056 -------~ ! I ---1--- I ---L- Issue I i No. Date 7.26.05 Schematic i l 5.12.06 Permit Set -------·~----------~- ---' Units 1-6 West&East Elevations Job#: 049 I EAST ELEVATIONS UNITS 1-6 JI .-----------! --==--=i= -:j l .. f-------------__: ------------ -. ~ ---t==--'~~=-=~~~=c=~~== =--=~==~-'Ir-I !:7 IL, EX-GRABE ------- ,., --~ ---,_c=-c~=-==-==-==-=~==-=-cl =-==-=-----=-~~ -~ 48 .0'-FIN. GRADE J .-; ---... '""' SCALE: 1/4" = 1 '-0" I ---------LI ---------------------------------- i ' _, Sheet PLANT LIST BOTANICAL NAME -- acer palmatum COMMON NAME --Japanese maple TREES MIN. SIZE ' NOTES _ --· 2" cal ii:>.~ to 20· high ----_ ----------_ acer ginnala f------ ---· ginnala maple -__ 2" calii:>.~-to15' higfi _________ _ prunus serrulata ,Japanese Flowering Cherry. 2" calir:ier . __!larly_s_1~rir,g_llbwer ______ . ___ _ BOTANICAL NAME f---cotoneaster hessei ~ BOTANICAL NAME festuca rubra agrostis alba p,_1_~ocurus pratensis sesleria heufleriana deschampia cesoitosa ~ elymus maoellanicus - BOTANICAL NAME oseudosasa iaponi~a ' ' _psd. Japornca tsutsum1ana 1 SHRUBS COMMON NAME l__MIN. SIZE -hess cotoneaster I --~---- GROUND COVER COMMON NAME red fescue rea top meadow foxtail blue-green moor gra ss NOTES NOTES plant grass-lined ditch per -- civil notes, sheet C3.0 I mix across site, rio mowing goldtau blue wheatgrass ----i----L~- BAMBOO COMMON NAME arrow bamboo ------ ' _I .-Nor_E_s __ green onion bamboo __ -_ 1-I ----I PLANTING KEY ------- ~ japanese maple \8 ~ ginnala maple Q hess cotoneaster bamboo, species per key [ = J grass mix, u.n.o. --------------------~--------- 7'-6"_ -,- --~----I ~o· 8" 8'-g" __ _,,\ _________ -------~~54':_4"_________________ II \ ----~-r -----_\..-i -- \ , / --BAMBOOGROY.P.~--1 , (j) I Ol , ~1-- • I 0 I 'St N ': I, _______ 1 .:../.:._· ---f~@f=Sl"ER PLANt LIST, , ' I ------- -·--BAMBOO GROUP #3. . SPECIES PER PLANt LIST, .--------- --------- -·- (f ------ I DRIVE SURFACE PER CIVIL -, , - YARD DRAINS PER CIVIL 1r =i. I , I l.t--'.1 I' I I II I r( ~ UNIT 7 J_ ------i I ' 1·-Q~~----j y-------· I ', I ' ' I I I I 60' ~ YARD DRAINS PER CIVIL ·-CONCRETE PAVER 56~ALKWAY -EXISTING ROCKERY IN---+I---- -i--------, l Elemental 1606 8th Ave. North Seattle, WA 98109 p 206.285.1464 f 206.285.1444 I ------------! Lake Park Venture Townhomes Lake Washington Blvd N "R.ent on ;-W:a§805n ~--t--- UNIT 1 UNIT 2 UNIT 3 UNIT4---_ UNIT 5 UNIT6 f BU ILD ING HEIGHT: 33' " I' / \_ -· ----- --..... ~----!' -----r _,1 , ------ _, --' -_____ ,.-· ,' I I i ~~·~~: ~-~1t~· ~·-~~1 ~ -1---j I 1 --- 1 " 31 '-3" --- --- LANDSCAPE PLAN SCALE: 1 "= 1 O' O' 10' 20' 50' ;-- 't.i. / 42' 3 '-4" 9'-0" 11 '-0" 11 '-5" --- --~- -----1 1-CONCRETE STEPS ON GRADE _ 44' ------------------------------------------ No. Dat e Issue --------· ····----- --7.26.05 Schematic _ _ 5.12.06 Permit Set __ 1------ I- I .~ -------1 ~----------- ----·-·--- ! ------·----·-·--·-· - ________ I Conceptual Landscape Plan Job#: 049 L1 l ______ Sheet PROJEC'T TEAM: OWNER: LAKE PARK VENTURE, LLC. 2500 MINOR AVE SEATTLE, WA 98102 206.568.6795 ATTN: JASON THOMAS DESIGNER/PROJECT CONTACT: Pb ELEMENTAL, LLC 1606 8th AVE NORTH SEATTLE, WA 98109 206.240.1464 p 206 .285 .1444 f weber@elementalarchitecture.com ATTN: JULIAN WEBER CIVIL ENGINEER: CONCEPT ENGINEERING, INC 455 RAINIER BOULEVARD NORTH ISSAQUAH, WA 98027 425.392.8055 p 425.392.0108 f ATTN : MARK RIGOS, PE STRUCTURAL ENGINEER: QUANTUM CONSUL TING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 206.957.3900 p 206.957.3901 ATTN: ANDY CHAN GEOTECHNICAL ENGINEER: PANGEO, INC 3414 NE 55th STREET SEATTLE, WA 98105 206.262.0370 p 206 .262.0374 fax ATTN: SIEW TAN VICINITY MAP \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PLOT PLAN SCALE: 1 '=20' ALLRE R E &RECY STORE GARAG PERW. APPRO LAKE PARK TOWNHOMES 1750 A, B, C, D, E & F & 1756 LAKE WASHINGTON BLVD RENTON, WA 98056 LEGAL DESCRIPTION: TRACT 356, C.D. HILLMAN'$ LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 1069722; TOGETHER WITH THAT PORTION OF TRACT 357 LY ING SOUTHl=RL Y OF THE BOUNDARY LINE AGREED UPON AND DEEDED IN BOUNDARY LINE AGREEMENT RECORDED UNDER RECORDING NUMBER 8506240829. AND TOGETHER WITH THAT PORT ION OF LAKE VIEW BOULEVARD (104TH AVENUE SE) VACATED IN THE CITY OF RENTON ORDINANCE NO. 4834, RECORDED UNDER RECORDING NUMBER 20000321000918, WHICH ATTACHES BT OPERATION OF LAW. ,, SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PROJECT DESCRIPTION: CONST RUCTION OF (6) ATTACHED TOWN HOMES AND (1) DUPLEX ON VACANT LAND. TAX ID NUMBER: 334450-0455 ' LOT SIZE: 18,998 SF ' ZONE: RM-F (CITY OF RENTON) DENSITY ALLOWED: 10 du/acre MIN -20 du/acre MAX DENSl ~Y PROPOSED: (8) UNITS -18.3 du/acre R-3 OCCUPANCY PER 2003 IBC U-1 OCC. (GARAGES) PER 2003 IBC i LOT Cd.VERAGE ALLOWED: 35% BUILDING -6,649 SF I --- Elemental 1606 8th Ave . North Seattle, WA 98109 p 206.285.1464 f 206.285.1444 -···----------------- Lake Park Venture Townhomes 75% IMPERVIOUS -14,249 SF Lake Washington Blvd N --··----~~~ ·=--=~==-=-+-1-==--w,1rr:mr,WA9805o ---~---- LOT C C),VERAGE PROPOSED : 35% BUILDING -6,643 SF 61% IMPERVIOUS -11,607 SF PARKING REQUIRED: (2) STALLS PER UNIT -(14) STALLS ' I PARKING PROPOSED: (2) STALLS PER UNIT +2 -(16) STALLS ----· ------------------ BUILDl ~G HEIGHT ALLOWED: \ TYPE V:-B CONSTRUCTION PER 2003 IRC BUILDll;JG AREAS - ' 12,246 SF UNITS 1-6 1,775 SF UNIT 7 35' & (3) STORIES + 48" PARAPET No. Date Issue 7.26.05 Schematic _ _;;.12.06 Permit Set Plot Plan Gen. Notes Vicinity Map Job#: 049 Sheet :.:_-.1:f ::::j(F . . 11 .... l.:.::.:. :::: ·:··· : ill I . ,:.;: . ,: ·. ·. : ; .. · .· .·. :-. ··:1 : .,.:., .·.•.·.(~-· L__· -------- NEIGHBORHOOD MAP SCALE: 1 "=80' ::''it;~~/(4~1/~/~%~1<:~#,«'01:cf:;:,:~:jJ : .:·i." ·:·.:.:\.;,, .-,;,;: • '(< .· ·. ·. -.':'~:··· ,\::; .. :ff ··: :?t l'' I ' ---.-._,...,----------------~--------------- I