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Home My WebLink AboutLUA-08-118_LARGE FORMATCITY OF RENTON MEYER TOWNHOMES SHORT PLAT LUA- LND- DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of the land herein described, do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and declare this short plat to be the graphic representation of the same, and that said subdivision Is made with the free consent and in accordance with the desires of the owners. In witness whereof we have set our hands and seals. Charles Marshall State of Washington County of ___ ~-----~- I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public---------- Dated ------------ My appointment expires ----~-- State of Washington County of----------- 1 certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public -c......c.-------- Doted _...;.... __ .;.__ _________ ~ My appointment expires ------- D£CLARAT/0N OF COVENANT: THE OWNER . OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS . AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ROADWAY ANO UTILITIES MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE HOME OWNERS ASSOCIATION SHALL HAVE · AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND. UTILITIES EASEMENT APPURTENANCES. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVING WIDTH IS GREATER THAN 20 FEET. RECORDER'S CERTIFICATE FILED FOR RECORD THIS ......... DAY OF •........ , 20 ..... AT ... M IN BOOK .......... OF .......• AT PAGE ......... AT THE REQUEST OF G. PHIL SARGENT KING COUNTY RECORDS & LICENSING SERVICES DIVISION ........... DiR~~rmr······ APPROVALS: CITY OF RENTON -ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS Examined and approved this~-day of~---~--' 200_. DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE Examined and approved this __ day of~----~~~ 200_ GRAPHIC SCALE 1"=20' ·Administrator Assessor 162680 0060 Account Number ~~~-,-----C......C.-'--~ Deputy Assessor ~ -0 I I 20 40 60 CALCULATED LOO Me:. 12723 SF ZOE: R-14 SW 1/4 of SE 1/ 4, SECTION 29, T 23 N .. R 5 E, W.M. FOllll DENSITY PER COCE: 10-14 00/ArnE DENS1TY PACPOSED: 11.85 00/ACFE S.E. 1 73rd St. :_:_ Tax \ -~---889-'12'35"E 663.20' SB9'12'51"E: 663.20'(Plat & Meastred) 573.68' 20 · Private fr! Access & Utility__,.. __ ~ Easement 1665 Sq. Ft. (0.04± Acre) 22' I;,, I -:£ J_ 1--- 1 I 889 '12 '35"E LOT 1 3915 SF 0.09 Acres (Net 3031 SF) 90.01' IL.I S89'12'35c 90;01' ~ ,.------+---------------'----41; .... ~ I .. 0 I') S89 '12 '35"E 89.52' BASIS Of BEARING Found ~--8.. Mon 1n case With C0pper Pin CLIFFORD'S FIRST ADDITION, VOLUME 47, PAGE 53, KING COUNTY. VERTICAL DATUM CITY OF RENTON CONTRO~ 1B6a 2110 & 1866 EQUIPMENT LEICA ROBOTIC TOTAL STATION, ALLEGRO DATA COLLECTION LEGAL. DESCRIPTION LOT 6 IN BLOCK 2 OF CLIFFORD'S FIRST ADDITION, ACCORDING TO THE PLAT THEROF, RECORDED IN VOLUME 47 OF PLATS. PAGE 53, IN KING COUNTY, WASHINGTON. 889 ·12 '35"E 90.01' -.J \ Z(IB): R-14 LEGEND ZOl'ED: R-14 LOT 3 5297 SF 0.12 Acres r- ti,e------39.5'-----,1, X I X FOOTPRINT: 1,278 so. FT. I NEW LOCATION FOA EXISTING SINGLE FAMILY RESIDENCE I 1 )( . .._ _ _ _ ..J-20.o·-- S88 '54'25"E 00.01' o LO 8 MONUMENT FOUND THIS SURVEY 8 SET REBAR & CAP LS# 34145 11/J/1J/1J/1 BUILDING ·X--x_..... FENCE -x---X-·-x--x-x-x--x-x-x-x--x DRYCO Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 Fax 253-826-9703 ZOl£J: R-14 SURVEYOR'S CERTIFICATE: EQUIPMENT & METHODOLOGY THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY BY ME OR UNDER MY DIRECTION IN TOPCON TOTAL STATION & HP 48 DATA CONFORMANCE WITH THE REQUIREMENTS OF COLLECTOR. THE SURVEY RECORDING ACT. J:,, -~ to--z.-o..: G.PHILSAR~P.L.S. 34145 FIELD TRAVERSE CLOSED ON AND/OR BALANCED AGAINST OTHER SURVEYS OF RECORD. THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY OTHER PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM. DEVELOP ME c,rv or';!J~It%NING LJJ (!) <( CL .......... OCT 1 0 2008 RECEIVED ...J 0 > Charles Marshall 14254 SE 257th Pl Kent, WA 98042 DATE CREATED Aug 2008 DATE PLOTTED Tue Aug 12, 2008 SCALE 1" = 20' OWN. BY L. S. JOB NO. 2008259 SHEET J OF J RECORDER'S CERTIFICATE FILED FOR RECORD THIS ......... DAY OF ......... , 20 ..... AT ... M IN BOOK .......... OF; ....... AT PAGE ......... AT THE REQUEST OF G. PHIL SARGENT KING COUNTY RECORDS & LICENSING SERVICES DIVISION ........... t51REci'c5R ....... APPROVALS: CITY OF RENTON -ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS Examined and approved this __ day of~---~~ Administrator Site Topography BASIS OF BEARING 200 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE Examined and approved this __ day of~--~--~ 200_ Assessor 162680 0060 Account Number--------~ GRAPHIC SCALE 1"=20' Deputy Assessor ~a;;;;;;;;~;.ra--•· 1 I ----~ 20 40 60 SW 1/4 of SE 1/4. SECTION 29, T 23 N., R 5 E. W.M. LEGAL DESCRIPTION LOT 6 IN BLOCK 2 OF CLIFFORD'S FIRST ADDITION, ACCORDING TO THE PLAT THEROF, RECORDtD IN VOLUME 47 OF PLATS, PAGE 53, IN KING COUNTY, WASHINGTON. CLIFFORD'S FIRST ADDITION. VOLUME 47, PAGE 53. KING COUNTY. VERTICAL DATUM CITY OF RENTON CONTROL: 1863, 2110 & 1866 Sanitary Sewer MH Rim: 412.17 IE8" PVC: 403.97 S.E. 1 73r<;f. St. -----ZlV ... --c-- LEGEND ('\ < <r \ \ I \) 8 MONUMENT FOUND THIS SURVEY Q, POWER POLE cj FIRE HYDRANT '@ WATER METER @ MANHOLE -SEWER --+-P OVER HEAD ELECTRIC LINES -rrr--EDGE OF PAVEMENT -s--SANITARY SEWER I Ii II JI ii ii BUILDINGS DRYCO / --- / --~/ I Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 Fax 253-826-9703 ----- / / 16" Poplar ,.f.,.~ " Jf)' ~ 12 Poplar l• ,.f. 2x12" Poplar:i.2 "' "".. / /'>' / / rJll39 SE 17"' St.~ SURVEYOR'S CERTIFICATE: ._..,..._ 1 O"Cedar I 12"Cedar 12" Cedar L'.---r~-12" Cedar .i,. N 0 EQUIPMENT & METHODOLOGY THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY BY ME OR UNDER MY DIRECTION IN TOPCON TOTAL STATION & HP 48 DATA CONFORMANCE WITH THE REQUIREMENTS OF COLLECTOR. THE SURVEY RECORDING ACT. FIELD TRAVERSE CLOSED ON AND/OR BALANCED AGAINST OTHER SURVEYS OF RECORD. Q THE POSITIONAL UNCERTAINlY FOR ANY PHYSICAL ~ ~ lt-:--lb-tJ'6 PHYSICAL POINT ON THIS SURVEY, INCLUDING · Q_).. ~ Q POINT ON THIS SURVEY RELATIVE TO ANY OTHER =--· '-'l<G"'"". -1P.:-I-L =5-'M@",,,:c...E-NT-'----=-P~.=L=S.-3=4_,,1.._45 LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM. s 1-2,,, 1 Sanitary Sewer MH Rim: 423.93 IE8" PVC: 410.88 Charles Marshall 14254 SE 257th Pl Kent, WA 98042 DATE CREATED Aug 2008 DATE PLOTTED Tue Aug 12, 2008 SCALE 1" = 20' DEVELOPME CITY OFiNTPLANN!NG ON ocr 1 o 2008 RECEIVED OWN. BY L. S. JOB NO. 2008259 SHEET j OF j w I b w -, 0 n:: 0.. '" E 0 z o> " " G lL I r.n lL I '° <D co 0 ~ 0 ~ "" E .0 :, r.n >, ~ 0 ·'= .s v ~ 7 "' 0, C ·3: 0 ~ 7 0 0 <( ~ '" E 0 .c C " 0 r- \N0l\44'29"E I 24. tZ'._ I \ \ I l g \ I I +_ '~, i ~I 18.0' WIDE DRI WAY tNTRANCE PER Cf .R. sto DETAIL I ! ~ : I STREET SIGl'J AND POST PER C.O,R\ STD[~DETAIL , I 428-------,------30.00' 1---z 424--- 0 oW -----+---~1 r-"'5 + •W 0 "'> -~<( 420 C---- Land Development and Civil Engineering Consultants \. ':i ,, , ---. /0 "NO PARKING FIRE LANE" SIGN ".. ---re, -f>EI.LFE~TON FIRE DEPARTMENT STD '" (TYP) ,. -----r, ~---.... I ·--.. --·---- EX. POWER POLE TO BE RELOCATED BY OTHERS GRAVEL DRIVEWAY PLAN ~ HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 l"P"'~ I I I ~ I I I 1 inch = 10 f\. >< ' \ \ \ ' I \ \ X lCl \ oi \ l"1 \ I 11 11 I I I I I I I I I I I I I I I I I I I I I I I I I,""\\', i X I . I/ : : 12"Ch,jrr ·l• , 1 \ I I I I v? .r r::•:s:.o·(.·.A.:-·•·:····::-• L '--'---~ J '"'\ f Kfali~~ifif:~({ ;@i;i"[:i0WX#M#-X ----X ---X ----X ---sicr.62'-·----X -·-X . X I I 20' PVT. ACCESS & UTILITIES EASEMENT (1,665 SQ. Ff.) \ 0 r- 0 h ,.-: ~ 'SC :;:j: 11+00 I X ·--N01°44'29"E 141.12' __ .--- ( __ ) --------- -.------------------- ' n h ~ 1 • \ / // CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Ix( ROW CENTERLINE SE 173RD STREET ROW 1 o.o· 0.5' VERTICAL SAWCUT ----------- a. 0 w 7.0' 30' 6.5' SIDEWALK 5.0' LANDSCAPE STRIP [MA~CH EX. -~; YJ . or r ( .~ :. :, ;,:,(Jt{;~:.;i(];~(dJ;(\\(}j:;L/;;{mj{{(@'~~ __ _ EXISTING PAVEMENT w .!'. ". tlJ I J6,;c . ; ,,;;;,, • % «-'(% . 4" COMPACTED DEPTH HOT MIX ASPHALT (TWO 2" LIFTS) 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SE 173RD STREET CATCH BASIN & STORM DRAIN FILL MA TERI AL SHOULDER IMPROVEMENT SECTION A-A SCALE: NONE w 20.0' ACCESS & UTILITIES EASEMENT w zi-----------------------1 _,z -' I-(l ~ ~ PVT. ACCESS ROAD t5 ~ 10.0' 10.0' ~ <(i------------+------------io:: w a. 2" COMPACTED DEPTH HOT MIX ASPHALT (HMA) ,_ . ) I I GRAVEL BASE MAY-BE REQUIRED DEPENDING ON ?OILS CONDITIONS I I r-+-+-, I I 2" MIN. COMPACTED DEPTH CRUSHED SURF ACING TOP COURSE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE CATCH BASIN & f ~ ~ ., \~ WATER i~;~;~E LINES~ I IO I I I: D1 I i : I 1... __ ..J PVT. ROAD ACCESS/DRIVEWAY /ROOF ------J FOR LOT 1 AND 2 INFILTRATION TRENCH I ~<//'Z"¥/),%'.:Y/'>.,,J PERFORATED PIPE SIDE SEWER 1 i PVT. ACCESS ROAD SECTION 8-8 NO. BEGIN STA. m 10+24.12 PC m 10+34.74 PC NOTES= !i 1i !1 ,. l OFFSET !NO OFFSET !No OFFSET .J ' \ l SCALE: NONE CURVE DATA END STA. OFFSET RADIUS LENGTH DELTA 10+34.74 PT NO OFFSET 50' 10.61' 12'09'38" 10+44.52 PT NO OFFSET 50' 9.78' 11'12'34" RECOMMENDED FOR APPROVAL w ~ z ti w -, 0 0:: CL ~ 0.. l-o::: 0 I Cl) Cl) w ~ 0 I z s 0 l- o::: w >-UJ ~ iii E D z I . J I I l \I ~·· 141.59' 30.~ • ----- 'b ci N 10.0' MIN BACKFILL EXISTING GROUND EX. WA ll;:R METER FOR LOT '\ --------' 12"Poplar J --------._--... _ i I I I r 5.0' ---,/X -·1 -~ ~------...,,..----- :fri'~t ----·--__ 24"Fir ~f);i; n :t'~w · ---·---.. ·----~.fVl ---· · i ":\\ "~" I• "'1 -., ' <:: --· -·------,,.){19 (J.t~ ...... 'P. ;~·· ,;~Po pi or " ;:.., J T.TTT77 TT,7l 2x 12"f'oplor 9 j I 5.0' MIN LA~APE STRIP gLJ.J~ l ~: g LOT ' 2 J ~ (NE(3T~315031ii~)Fr) ? f[: (NE~'.52~~3~QS;. h.) J : : , 1'-50. · &l , FFE: 417 .00 ...j ~ FFE: 417.0 vi ,. -~ ,., ATTACHED TOWNHOUSE tzNIT #1 . ATTACHED TOWNHOUSE UNIT #2 ~ ~ 13 LF 6" 0 "Rvc ROOF STUB Bs --s:s· -1 L LOT3 (5,297 SQ . Fr.) FFE: 418.00 FOOTPRINT :1,278 SQ. Fr. NEW LOCATIO~OR £XISTING SINGLE FAtfil Y RES\DENCE / 1 1~ _ _/ X I\ i 9 I \ _J \j @ 0.5% MIN PROPOSED WATER ,_ SERVICE LINES J: ~ LOT 3 ROOF/DRIVEWAY t INFILTRATION TRENCH (/,) \ "'Cb ... 11111 1/- 13 LF 6" 0 PVC .iooF STUB \ I I I I I ~ 8 + __, ~I p 'b lO -------p ~--p CB#3-T YPE -1--W~;~~~; GRAtr-ANO ---- 20' PVT. ACCESS & UTILillES EASEMENT (1,665 SQ. FT.) I @ 0.5% MIN / I I '- CBf/4--TYPE 1 W/SOLID LID // PER C.~ STD DETAILS STA 11+10, ,CENTERLINE ---- (2 @ ~W X 20'L X 2'D) X . \ ' \ >< I "'\ l \ OIL/WATER SEPARATO~Y[lH FINE MESH SCREEN--. __ PER C.O.R. STD DETAILS 4 7 4 STD 11+47, CENTERLINE ----- I ~' 60 LF 8" 0 RIGID PERF. X PADS N12 @ 0.0% ----p ~ I ', _6") 0 SOLID PVC TIGHLIN i ! I "JZ7 n-1-.-.-~-·-r.r;rrrTTrTJVTTT{ ---~ --PVT. ROAD /LOT 1 AND-2 ~00F PROPOSED SIDE SEWER 424----- 1,0 U) t I 30.00' \, 7 OVERFLOW ~ 29 LF 8" RCP SD @ 8.3% [ -7\ND J;lRIVEWA Y INFIL TRA Tl ~N TRENCH ~ (5'W X'"~'L X 2'D) \ r /\ \ '() PLAN HORIZONTAL GRAPH IC SCALE 10 5 0 5 10 ~--I I I -~ 1 inch = 10 f t. CB#4-TYPE 1 j ----j--+"-s------.--±~B~#'-3-cc-c-TY-:P=E_1=-=::=:=-----t---·------------+----+--_..., <:;~r·A~~ 111~1 _,_ 11),_CENIEailllE. _________ _ -f-f---------~ I TA 10+47, CENTERLINE -FINISH GRADE RIM = 417.12 j !z! t::J II IM = 415.17 _ -· ----·-----+----lf--'IL~Ll'll~-"' 412.5p_(c"'-6"_,_) ________ -j 420 r-----~--' ~-o I~ (IN) = 412 .25 (6") IE (OUT) = 412 l25 (8") 1r -----1-F~'\----------------+--t,J'~,s-------,--:~c-~c(g-~-i~ = :~~:~~-~~::~--------+-+-----o~.=50=%~-------------r_r;: -_ ----~ ------------ 416 r----~: 6 _:,3% _ -------• --'--60LF 8" RIGID PERF. ADS N12 -~ EX. GROUND ----- Cl:'. en -@ 0. 0% f----~= -A=2.G0%/lc-2.007o-A --=---.. ;......::_-------------------•--•,_ ___ _:__·------------· .r -" -.~ 412 ~ CB/12 TYPE 1 ! ·-· , , / ··-·-----·- 0 0 . ·--. ---·-------·----· - / \ \ I ) n() /\ /.,- ~.o· .I LOT3 ROOF INFILTRATION TRENCH DETAIL PER CITY OF RENTON STANDARD DETAIL 8042 SCALE: NONE PROPOSED PVT. ACCESS ROAD SECTION SEE DETAIL ON SHEET PG1 WRAP ENTIRE TRENCH WITH FILTER [ABR IC i \ \ , \ { \ \ . ' N 2.5' FINISHED GRADE 5.0' .I FILTER FABRIC AROUND TRENCH 6" RIGID PER FORA TED PVC PIPE WASHED ROCK 3/4" -1 1/2" 12" MIN. GRAVEL BACKFILL 8" RIGID PERF. PIPE (ADS N12) @ 0.0% WASHED ROCK 3/4" -1 1/2" j PVT. ~CCESS ROAD/LOT 1 AND 2 ROOF AND i STA 10+16, 3l0' LT Q ~ I-RIM--413.-56 1----t--f--l--··--+-+----------+------,---,----t---+-----------+---------------------------j IE (IN)= 41035 (8", 12") EX. GROUND (TYP)--FINISH GRADE (TYP) ~pvT . ACCESS RD/LOT 1 & 2 ROOF/DRIVEWAYS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 -~-cAR_L~:V __ ~rt~-A_Y_IN_F_IL_T_R_A_T_IO_N_T_R_E_N_C_H....c.....:::..D__;E__;T..;,__A=IL~--0 I NOTES= SEE SHEET CV FOR LEGEND. \ It:" ("' 'T) -4 O.J ~i.2,,_'--t-')--t---:--i-----t_~oVERF[Or, [NFl[TRATIO~TRENCH t 4"W-X-6U'L X z'o,---r---------·- ~9 LF 8" RCP SD @ 8.3% BOTTOM ELEV=411 .25 RECOMMENDED FOR APPROVAL 408 -1. HOR IZONTAL GRA PHIC SCA LE 10 5 0 5 10 I CONTRACTOR SHALL FIELD VERIF Y ALL GRADES PRIOR TO co ~ ~ ::; ~ ~ ~ CONSTRUCTION . ; ~---I I I 2. LD --I ,-.. 1 inch = 10 ft. ~ m 0 r-. n 0 ,-.. r..: ,-.. ~ ~ BY: ----------DATE: ____ _ set-:;j: 3. DATE: ____ _ ~L----~:.L---------~.....L::~'-----------~-'-'~"----------~-'-~~--------.......,------------------~ SEE SHEET DR2 FOR DRAINAG,E PLAN AND PROFILE VER TICAL GRAPHIC SCALE 11 +50 5 2.5 0 2.5 5 ~--.1 I I I --11+00 BY:---------- BY: ---------- BY: ---------- DATE: ____ _ DATE: ____ _ l 10+00 10+50 PROFILE ALONG SE 173RD STREET. I 8 L---------------,.----------~~---r-"""":".'.JO::'B7.'.NO::=. ==,==,=------------,-,-,-,srsuiiwiRVE'vi'YEii'"o ---~~--.----.+---------t,.---'""'.M:-:":E':":Y:=E=R~T:-:O:-:W~N~H~O~M~E==s:=:==s=:=H~O~R~T:=P:=LA~T~==p\fi=!S=NIN=G:;:0iAT;,;:E ==~ 1 inch = 5 ft. SCALE• i Land De ve lopment and R08165 ---t-----------------,----+----+---I DE SIG NED 1"=10' HOil~~nf:c~tt?~1l!991 10839 -SE 173RD STREET oE\Jtgf;~~N;tf'!TON t,F""';:.,.,o!""!"":2-0-0-8-1 : Civil Engineering Consultants . ---1-----------~---------·-------------+--·e---+-~~w~· PHAN .JI ~~~lgi , RENTON, WA 98055 OC.1 \ O '1.\\\\S :::INGNO• OCJ 650 South Orcas Street, Suite 214 R. D. MEIER I f\r.:ct.\\lt-0 i i.:========-:_1;_1:_~H_~_1~_%t_~08-PT-GRP_F_.~~_:_)6-58--0-12_7L..~~~~~;;;;;;;;;;.......;;~~~~~~ ...... ------...L·-·-~N=-O:-.~·~-=-:~-=--~··=_-~----_-~·~~-~-R.:.:;E~V~IS~IO~N~~~~~~--~~--~~~~-~-_,_~~--B:;.:Y:..J· :'..;._-D;.;.A=;.;.T=E;.-+::-A:-PP:R..;.:_~ ... ~;.;,;.;..·J;.;;.;..·DN.;..p:;.;,~;.;,:;.;,E_N_...__sc_iL~_1 _;1_~t_~_l _LY ..... _____ .._ltla_n_n_in-g/_B_u,_'ld-in_g_/P-u-bl-ic_W_o_rk_s_D_e_pttl ...&., ___ o_R_A_1_N_A_~_~_D_A_~_~_o_uF_r_,_t_~_TY __ P_L_A1Nii-irr\-SH=2r~"'TR_tT'F•.., I I w I ?£ I -q· d I I I I I I I I I I i I LOT 1 / ,/ (3,915 SQ. fb)_/ (NET: 3,031 S~.TI.) FFE: 417:00 / /~ PROPOSED WATER SERVICE LINES PROPOSE1 SIDE ~EWER ,L I N I "'1- (..L (CITY OF RENT~N) SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS: 1. BEFORE ANY CONSTRUCTION OR PEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE INI ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA}, AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED ANI THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. ! ~ t; a.. I i I I ATTACHED TOWNHOUSE UNIT #1 I Q I 20' PVT. AtCESS & u~yTTIES EASEMENT (y,,S"SQ. FT.) 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. C,::,';ll,,~l" Jt '.~~'gy {H~~'F'.:,, ti~=M'IB,l~'iA Jl"~J'i'r'" ,.~i'O:. RE'lON "'""" "'"""'" •= '""'-BE ., .. ,TED BY A "''""""' 8. w -, §? f- 0.. a::: ,,/ ' // / 0 I (J) (J) w ~ 0 I z s 0 f- a::: w >-w ~ 0, " u N l>'. 0 I (/) (L I "' "' iii 0 2 0 ~ "" E .0 => (/] >, ~ 0 E .:::: <ii $ "' 0, C ·s= 0 ~ ? 0 0 <{ > "' E 0 = C " 0 f-- 12" CONC. SD -----.--1 -ss / Q I 44 LF 12" RCP SD @ 0.5% --~ ---~---- BEVELED PIPE END WITH 5' APRON OF 2" -4" QUARRY SPALLS AND DEBRIS BARRIER PER C.O.R. STD DETAILS --~>--------... -----)•---·-- 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "c", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHAL~ BE DEPRESSED 0. 10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS TH OUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1} FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 -8 INCH ROCK / 40 -70~ PASSING; 2 -4 INCH ROCK / 30 -40~ PASSING; AND LESS THAN 2 INCH ROCK / 10 I_ 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND IFOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIM~NSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR ¢ONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTIOr. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT ~AY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE~CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S} SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. I SE 173RD STREET ---i--PLAN --,---- 21. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER, THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTlqN IS COMPLETE 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 PERMITEE. I 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AN~ UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COM,PLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEV( CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACEN11 PROPERTIES AND WATER QUALITY OF 1HE RECEIVING DRAINAGE SYSTEM. HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 ~-111 1 I 1 -- ! l ------,----------------------23. APPROVAL OF THIS PLAN IS FO~ EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, 424 >------~--=CB=-'#'--1-cc--c-Tc:-YP_E=-1-;-:;;:-,;',-l-;-;;: ______ . _____ -t-__ --------... ___ -------·---____ ----fi _________ . __________ ·+----------------RESTRICTORS, CHANNELS, OR RITENTION FACILITIES. j ~r: :0~{7~~3 16.0:' LT -FINISH GRADE A CURB FLOWLINE I -----------------j 24. ~ui~~GTH~~ ~~EH65~~~DsirL~c,2BJ~vi~lD~~o~3~c~;~laD~~N~·~L~~fs~~c60V::~.UTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR EX. IE (IN) = 415.34 (1r) -·----------------1------------, 25. IN ANY AREA WHICH HAS BEEN pTRIPPED OF VEGETATION AND WHERE N,O FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE 4 20 1. ·-----(1EFIE(LODUTV)ER=·· l.CIF__1_4Y1--1)4-. 6--, f---c-(1-2~.)----t----t-----.EF?.-LX~O· ~vvGL~RIN.';;OEU~Nc.-D._..A_._T _.C._,.U-'-'R=-B ----l,-,CS'"'BT,';:A#-;2 2-"0T"'Oy~+P.,,.E75;:;-l.~50;;-,-;1,;;6,. O"' 'L"T----t-------l"1 ---·--------------------1 IMMEDIATELY STABILIZED WITH MµLCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. 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 THE PERMITEE, BUT MUST l=io:52"11'"0'---I---_-------+-----+-------1------i----GR--A--D--E--BREAK -·' ~IM(IN)~341·~g~,3=5~('~a·-:--12"rr . -----------~ --------------------I BE AUGMENTED WITH MULCHING.I NETTING OR OTHER TREATMENT APPRO~D BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 26. FOR ALL EROSION/SEDIMENTATIO~ CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE ~~ i I i -~ _ ·--· -5.38_%__ ---1-1---------1--------------'-e .. 1---1----------------27. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET~ 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND ,__ -~ -~ 3.16% ~ EGRESS TO THE CONSTRUCTION SITE. . 1 inch = 10 ft. -QUARRY SPALLS 4121---f---·------------,...._qf __ -_ --,---··-----\--~.~------------\ ~ 1 J ~----~x: __ 1_2·_co~Nc~. _:S~D _ __j_ _____ ~L-+-----=====::::{_~1b~==-----=-=·-·=-·-=--~'""'f==-=-,,,.._;.'~·-·_,;:;:_,,:;::. ;..;;,:;"~---~-:~~:.=.::=-=-~~~~ NQTES: \! :; ~\I f.:R()J JNn (fil)_::--FINI,~ f.:Rt..nL(ITf') ___ -::_§__:_~LF 12" RCP SD __________ ""'-J_: ---~-------f---1---------or-rlr.'GR!. DE-Ex~-DITCH ---------j g,i 408 AT CURB FLOWLINE AT CURB FLOWLINE @ 6.7% ' 44 LF 12" RCP SD @ 0.50%'-1. S~E SHEET CV FOR LEGEND. • FOR POS111VE DRAINAGE HORIZONTAL GRAPHIC SCALE I ~ 10 5 O 5 10 2. QONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO 10 r; ~ 0 ~ ~ ~ ;::; ~ ~ ~ ~ ~ ~--I I 1 90NSTRUCTION. i I'--• LD • ...-n N 1 inch = 10 ft. j $ CALL 48 HOURS ::;:: S: ::;:: ~ ::;:: :;;: ~:;;: ~:;;: :;;: ::;:: 3. SEE SHEET DR1 FOR DRAINAGE PLAN AND PROFILE OF PRIVATE RECOMMENDED FOR APPROVAL BY: -----------DATE: ----- BY:-----------DATE: ____ _ BY: g-BEFORE YOU DIG 200+00 200+50 201+00 201+50 ~:~~~AL GRf PHIC 2?ALE I ~CCESS ROAD. ( j ~~1~-~8~0~0~-~4~2~4~-~55~5~5~~------....,.------------:".:-::----,,-~~~=P~Rr=O=F=rl=L=E=;,_------------r-T-,--,rssURURViiE'EYYBEDl"': ---17cSC;;'ALEE ______ 1_i_nc_h_=r5 _11_. ___ T __________ 1\""T ____ -:~:;;:;:-:~:;-;;,~~BY~: ~~~~~~~~~~~~~~~~~~=D=ATE=:===fco~A-TEi, ==~=, JOB NO. -----------l----MEYER TOWN HOMES SHORT PLAT \}\NN\NG -----------DATE: ----- E "-0 n ;,: Land Development and Civil Engineering Consultants A08165 1 DESIGllm ------1"=10' Ho£1~~~ff/:~~t~9\'ll)!w1 ,, ..,,.. 10839 -SE 173RD STREET D£1/£5R~lfi~~{~oN ----[----------+1--i-------~~w~· P._,__,Hc-=AN~--------1 : ~i;gi RENTON, WA 98055 oc1 \ ll ?.llll1I 9-18-2008 FIELDBOOK· PAGE: DRAWING NO lo,· !!c~~~:r~oi~1~tre:t;2S:~:e6::~0127 ·--·· __ ------------·------·-~L-----1-----+---I ;~c~~ ;GE~::N 1t~~;~J[~H Pl:a~ning/Building/Public Works Dept.\.. DRAINAGE PLAN AND PROFlt:~\j\SO WWW .THECONCEPTGRP.com Of·. it.:=======--------...L...;;;;~~~~~:.......:..E;;:XP;;.;IR~E~S~09;;,;/1;;:3/;.;;0;;;9 ;;,..L. _____ ... -..;-N~O;;;.~-·,J_, _____ :..:.:;RE;.;.Vl~Sl.;;;,:ON,;.__·-_-_-_-_-_-_-_-... -j-1.::.s;y.::...i..,;;o;.;.AT;.;;;,E..,:..;.A;.;.PP..;.R;..a..;.H.;.;.~R.;.;H;,;.~ 0 .;..PH;,.;;A.;;N.;...__ii.....SC-AL-EA-CCO-RD-ING-LY_... ____ _...-t ________ -,...L, ____ (_A_L_O_N_G __ s_E __ 17_3_R_D_S_T_R_E_E_T...;)rn""i-ts..;;H3TET:1-4H DR2 w I t5 w -, 0 n:: a.. ~ a. l-o::: 0 I (f) (f) w ~ 0 I z s 0 l- o::: w >-w ~ '" E 0 z ~ a. u, u C I I _J I I I ('-\ ._-· 5 ~1- \ I \ I i I \ I I \ I \\ 5\ ' \ \ k . . f' I I I I 0 0 +_ ..... 01 N \ r~ I I Rim: 412.17 I' "·· I IE8"PVC: 403.97 -"- I I \Jl \Jl I 1 : 1 ! ' /Ii I I -41 :~ I I \ SW1/ 4 OF SE1/ 4, SEC. 29-T23N-R5E, W.M. LLLLLLLLL -----z----K ,, f'- f: r- : '•, ' LLLLLLLLLLLLLL.U_LLL.LL '· \ PLAN HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 ~ • • I I I --1 inch = 1 0 ft. X NO! 0 44'20"E i I I F 141.59' --, -----~ 59.09' LOT3 (5,297 SQ. FL) FFE: 418.00 FOOTPRINT:1,278 SQ. FT. NEW LOCA TION;FOR l;XIS11NG SINGLE FAMILY RES~DENCE / ' ( _) ------- /' CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 X ,..., c:i \ 0 \ 0, \ I X I \ ! CJ I j';l X / '(I I /'-1 ! I ' I I i I i , I , , I . . \ ii \ I I ' JI I \ // I I \ LEGEND ---------PROPERTY LINE 8 CORNER SET -------EASEMENT o PROPERTY CORNER FOUND THIS SURVEY --------ROAD CENTERLINE C\ POWER POLE -----·,ij GUY ANCHOR ---RIGHT-OF-WAY/ADJACENT PROPERTY LINE '@I GAS METER q FIRE HYDRANT & WATER VALVE I \ l PROPOSED ASPHALT PAVEMENT '&f WATER METER "" CATCH BASIN ... I b ~ t>I (so) STORM MANHOLE C::J CEMENT CONCRETE PAVEMENT PROPOSED BUILDING STRUCTURE (APPROX. LOCATION) ® SEWER MANHOLE ----ss ------SEWER LINE 0 @ TREE TO BE SAVED TREE TO BE REMOVED ACER RUBRUM (RED MAPLE) -----so -----STORM LINE --X---x--x-----FENCE LINE 'TrT7TTr7777777T/T/-r-BUILDING LINE ----240----CONTOUR --c-----GAS LINE ---w------WATER LINE -----P ---POWER LINE ----ElTV-----PHONE LINE --,,-.,,-~,--'!'---,,-EDGE OF PAVEMENT AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' (AUTUMN BRILLIANCE SERVICEBERRY) PLANT SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE RE MARKS 0 ACER RUBRUM RED MAPLE 2 1.5" CAL. (MIN.) B & B @ AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE 6 1.5" CAL. (MIN.) B & B 'AUTUMN BRILLIANCE' SERVICEBERRY SINGLE-STEM \ I TREE INVENTORY TABLE TREE RETENTION DATA ID NAME T1 MAPLE T2 CED:AR T3 ' Pl~E T4 ,. Pll'{E T5 ' PINE ' T6 POPGAR T7 ' POP~AR T8 POP~AR T9 POP~AR T10 ' FIR T11 ·' MAP,LE T12 CEDj',.R T13 ,, CEDAR T14 ;1 CED.fR T15 ,, CEDAR T16 MA~LE ' T17 MAP~E T18 MAPLE , ' T19 CHE~RY T20 CHE~RY T21 POPQAR ' T22 DECIDUOUS ' CALIPER STATUS 1 o" REMOVE 10" REMOVE 14" REMOVE 14" REMOVE 14" REMOVE 16" REMOVE 12" REMOVE 12 11 REMOVE 12" REMOVE 24 11 REMOVE 14" REMAIN 1 o" REMAIN 12" REMAIN 12" REMAIN 12" REMAIN 14" REMOVE 14" REMOVE 14" REMOVE 12" REMOVE 12" REMOVE 18" REMOVE 1411 REMOVE TOTAL TREE (6" OR GREATER IN DIA.) ON SITE = 22 TOTAL TREE TO BE SAVED = 5 TOTAL TREE TO BE REMOVED = 17 PERCENT RETAINED TREE = 22.7% RECOMMENDED FOR APPROVAL BY:----------DATE: ___ ~- BY: _________ _ DATE: ____ _ DATE: ____ _ 8L----------------"'T"----------------,--~~":':""--,---:----------------,---,---:--,-;3URVl~----,:;----.----...,.--.....JL--------+-,r-----~:":"".::-:~~~===~~~==============::;:;;;i===:!.I JOB NO. . ··11 ···---t------,.--, SURVEYED SCALE VERTICALNAVD1988 MEYER TOWN HOMES SHORT PLAT D~T~l0-2008 ' BY:---------- BY: ----------DATE: ___ ~- E (l_ n N .:i: "' 0 0 N Land Development and Civil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658-0125 F (206) 658-0127 www.THECONCEPTGRP.com STATE Of W,-,SHINGTOl'I REGISTERED C P ARCHITEOI' R08165 --------------,--··-----i----DESIGNED 1"=10' HORIZONTALNAD1983/1991 10839-SE 173RD STREET E.\Jt\..OPMii-~/Jf'ifJ"NG -:------~~-r----I r--=-Hcc=. H~PtlAN _______ -----1 CITY OF l RENTON WA 98055 D C\1'/0 . , -------_ L ____ DRAWN RENTON l , oc, , 1.1100s ---------+ H. H. PHAN _ NADIN . LASZLO CHECKED ---a AT~~~~~~~LE P 1anning/Building/Public Works Dert. TREE RETENTION ANDRt.C'E.\\JfO CERTIFICATE NO. ------------,--r---t-----11 N. LASZLO IFNOTONEINCH FIELDBOOK: PAGE: DRAWING NO LD1 SHEET: OF gJ -----APPROVED SCALEAGCORDINGLY CONCEPTUAL LANDSCAPE PLAN & L.:==:::=-------------..L---------------"'-------.L..N--0;.. ...... ______ R_E __ v--1s __ 1o_N ________ B_Y_._D_A_TE......__A_PP_R...._H_. H_. _PH_A_N--------------,----------r ..... ---------------------,-,-,-,r-114"T'1-4+-I