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Home My WebLink AboutLarge Format1520 \ , . / \ , , Bldgs. E and , " "0 o -" ,.-,," \ . I· ..... .,,"" ' ' --' ,"- I . .-'--- SW \ ' \ \ , \ I . i .., , 1300 1301 Black River Corporate Park ill , 900 Blackriver Corporate Park V 1000 studio Plus 1150 12011 . 580 / / y , INOI·th'l~est Handling Systems Inc. 1100 I 711 901 .. '-'941 C:~~~~:Health Centers County 955 947 Valley 405 Office Park 981 1027 A Car I ii G~O ...J ...J ~ ~. ---------------~-- K & N Meats Technical Center 1000 Bartells 700 Perry Brothers 900 Air Products & Chemicals 950 ! I I I 620 /-------- 1 _ 1--" ----.., ci5ffice & ~Worehouse I I , 1 @ i ,--------------[-' I i Grinnell 875 f'-- I I ! r- I , 933 , , .~ I Cummins North Diesel -, Washington State 'niversity Cooperative Ext 1107 : Work Source Renton 1120 16TH SautH' Place I i:s : '" I PRO.JEeT SITE I '--.----~~ -. j Boeing Longacres Park .'/ ;; .-/" '. , > , i , I : ,.' .. . ----', ./ ,"/ / I // 1/ . ; /1 . , , -, -.'-.--- Headquarters Commercial Airplane Group 1901 Parking ( ". "' \ \ . I • . I , I Renton Park 405 \ \ / . Fam'I[Y 'c;ar-~ Center Building '\ ' , !, ,.-\. '-/ ' "1900 I ! , : i! Ul <:> '" ::> o o ,""-' .. ··1 : ~_J 1905 .. J ,I, I 'I, ,i :,.1 --lH)O' ,--... _ .. 0 1901 Springbrook IndUBtrial Center i I ALLPAK :ri'ritll~ inAr Corp. e Z o ~ .~ , .: , I I 2319 2423 700 Parking : Warehouse i 705 ! ! I ;-~.------, - c __ ._ • ___ , --"------------' ParKing Parking i i I , . ACME Poul 'y Co. I I ; 1 ____ -.., lJ-"'-! L SW Warehouse 601 i. I, f" ~---. ili : , I 'I ,--..••.. __ c ,. I II Office Building i . ---__ • _____ ~_, _____ J !;-__ J----; -""-1; i rJ '--._.-. sOli Smit~ i , .,_J f" , -----._-, ---1 I McLendom 715 I, Hordwar~ 725 "WM"hous4 823 865 i 955 ,----.-'I i I I I ~-,---. i ~ -1 I Office Buildin1 ._--------_. ----.~.-! 7TH r"--'-_ .... , I l,120 I I ~indPlaza . . .. _l,~~_=_: .. ::: :::.:.::.:j ICope & MCPQetres Marine , ! 858 f'---'-" - KIA of ;Rentan i' Parking 1----------. -.--.. -._-) ! ~ I '--_______ ._ .. ~ ~ .. ____ J ,--",' Renton School District 403 743 Wal-Mart 149 Parking r'---" , . L, ," l_. Ryerson Steel I 960i SW i, . .-'" --\ t::I ___ ---- 1.-----'l'J i i : u ('--_. -_._- I LI : I I , ,--.. -~-.. " -, ie' 'Z ;:J Ikea Parkinc ," j l. ,. ___ ,\ i __ 1 \ ~ j '-I f'o'o) j---''''' Go@d Che~rolet I ! , I , . Sprint 1 __ ' 1415 ! ICommunicatiqns MeP'hl,tr •. , Marine Service- 16TH ----------~ fi0 -%1 ~I Prkg, ST Landmark West r' i i ! , §CS I §' 'v I L I 1701 I ,i 1 ·1 \ 1750 i_--eJ .-.---.}§'9LfL _____ .,J i ,_ .. iLark;lpU I r~."'---._-" , , -~-- ,-, '." 1810 1850 Parking 19TH Parking 2001 ", " r"-., Towne Place I j Suites-bY'lviarriott, ! _____ "' ____ ~ __ I I I i , Springhill II i3ultes-c Morrio'tt i . , I r; I .. , ---. -, -L_r'~"" 'L, r-'--·· i i '" ,-.J I Parking I I : I _Ii , 1 L .. .I (Wetlands) '. _J / 21ST Pl~ Parking q • Cedar River Corporate Park '._-- Parking KROLL'S INTEGRATED MAPPING SCALE IN FEET H H I 100 50 a 100 200 300 400 500 600 700 800 900 copyright and published by: KROLL MAP COMPANY, INC. www.krollmap.com Condominiums Apartments (3+ Units) RECEIVED SEP 302013 CITY Of RENTON Elements of the mopping originated from PLANNING DiVISION City of Seattle and King County 1-__ _ W r-« o C" o -' <l z o f= « () o -' W -' c: 20 I 10 I o SCALE IN PROJECT INFO: 20 ! FEET 40 I PROJECT INFO CONTINUED: CIVILISTRUCTURAL ENGINEERS: DAVIDO CONSULTING GROUP, INC. 15029 BOTHELL WAY NE, SUITE 600 PH: 206-523-0024 CIVIL CONTACT: ERIK DAVlDO, P.E., LEED AP STRUCTURAL CONTACT: MATT SCHMITTER, P.E., S.E. SURvEYOR: SIGNA TURE SURVEYING AND MAPPING, PLLC P.O. Box 55487 SHORELINE, WA 98155 (206) 947-4975 BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS THE MONUMENTED LINE FROM THE FOUND MONUMENT TO THE FOUND EAST QUARTER CORNER MONUMENT OF SECTION 24-23-4 SHOWN HEREON BEING NORTH 83'54'44" EAST, ACCORDING TO THE SURVEY, RECORDED IN BOOK 121 OF SURVEYS, PAGE 280, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: LEGAL DESCRIPTION: PER STATUTORY WARRANTY DEED FILED UNDER RECORDING NUMBER 20000113001131, RECORDS OF KING COUNTY, WASHINGTON. ALL OF BLOCK 37 OF C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO.1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO.1 BY DEED RECORDED UNDER RECORDING NUMBER 5550933; LEGEND: I· . PAVEMENT DESIGNED FOR LIGHTER LOADS ... <I PAVEMENT DESIGNED FOR HEAVIER LOADS ----------EXISTING CONTOUR (TYP) ----<]I>--PROPOSED CONTOUR (TYP) -SD EXISTING STORM DRAIN PIPE E1 "CO~ /E2\ "COq) ---- ABBREVIATIONS: KEY CB = CATCH BASIN CONC = CONCRETE DEMO = DEMOLITION 1 KEY NOTES DESCRIPTION DETAIL/S HEET -'w (jI o zr- W =>;.- f-WOm «0:" REMOVE EX CB -d « '" i!i w O:::OZZf- 24" CONC CURB ~ is g ~ c.' l--.Js:JrJ 6' CONC SIDEWALK J & K/C05 ~ ~!lo: iii ~ TESC = TEMPORARY EROSION & SEDIMENTATION CONTROL 1-2_t--___ ~:=-_________ _+-G.:.../-C-05-_I EX = EXISTING • 3 TRANSITION SIDEWALK TO EXISTING DRIVEWAY (j) « 8 [j ~ is FF = FINISH FLOOR ~=~NI~~~ 4 IE = INVERT ELEVATION LF = LINEAL FEET AT 1:12 MAX SLOPE -5' ';;!':J25~~ f---+"::-:..:....::::......:::::..::.:....:::=-=----------+-----I w z >--. -.J U 10' WIDE, 2' TALL LANDSCAPING BERM (SEE 0: B\:i~~:-" SD = STORM DRAIN SDCO = STORM DRAIN CLEAN OUT SSSCO = SANITARY SIDE SEWER CLEANOUT 5 6 LANDSCAPE PLANS FOR DETAILS) -i;] ~ W 0; iii i:)-'~ou ADA RAMP, MAX SLOPE 1:12 -g:~>-~§1 f-coo~ SAWCUT EX ASPHALT 6" BACK FROM EX 800 r-'l APPLICANTIOWNER/SITE ADDRESS: CONTACT: VERTICAL DATUM: NAVD88 RENT1895 ELEV. = 25.657 TOGETHER WITH THE EAST 40 FEET OF THAT PORTION OF THOMAS AVENUE S.W. (83RD AVE. S.) VACATED UNDER CITY OF RENTON ORDINANCE NO. 3195 AND RECORDED UNDER RECORDING NUMBER 7802220995, WHICH ATTACHED BY OPERATION OF LAW. -sO PROPOSED STORM DRAIN PIPE SSS = SANITARY SIDE SEWER TOC = TOP OF CURB EDGE AND APPLY TACK COAT AT EDGE AND -25:'i ~ 8 ffi SURFACE SEALANT AT JOINT ~ ,,,-is Ii' z 7 DEVIN SH ERRELL PEER FRANK, LLC 800 SW 16TH ST RENTON, WA 98057 BRASS DISK SET IN CONCRETE MONUMENT, IN CASE, AT THE INTERSECTION OF SW 16TH STREET AND LIND AVENUE SW. TBM ELEV. = 21.51 -DRN -ss PROPOSED FOOTING/FOUNDATION DRAIN PIPE EXISTING SANITARY SEWER PIPE TOP = TOP OF PAVEMENT TYP = TYPICAL u>-<Cw I _~8~~N~EW~C~0~N~C~D~R~IVE~W~A~Y~A~PR~0~N~,-=EX~I~T~0~N~L~Y __ ~~I~/~C~D5~~_rt_t_~_t~ :i6~~5 r oO::::<i:W 9 REPLACE EX CONC CURB & GUTTER H/C05)-[j:i i3!li rn -' 0 10 SEE LANDSCAPE PLAN FOR STREET TREE _ 1-+-++-+--1-+--1' g ~ SPACING AND LOCATION STORM DATA: SANITARY SEWER DATA: SET NAIL IN SEAM AT TOP BACK OF CURB, SW QUADRANT OF INTERSECTION OF SW 16TH STREET AND RAYMOND AVENUE SW, 8.5 FEET SW OF EASTERLY OF 2 WATER VALVES, 9.1 FEET SE OF WESTERLY OF 2 WATER VALVES. 11 EX ASPHALT PARKING DRIVEWAY & PARKING _ ~ ~ SDMH 1604 RIM 20.55 IE 14.95 W 24" CPP IE 14.95 E 24" CPP IE 17.3 S 12" CPP SDMH 1660 RIM 20.45 IE 15.3 N 8" PVC IE 15.3 E 24" CPP IE 17.45 S 12" CPP IE 15.3 W 24" CPP SDMH 1668 RIM 21.22 IE 15.9 N 12" CPP IE +/-17.7 S 12" CPP UNABLE TO SEE IT IE 5.85 E 24" CPP IE 15.4 W 24" CPP SDMH 1669 RIM 21.05 IE 17.45 NE 12" CPP IE 16.2 S 12" CPP IE 16.45 NW 12" CPP SDCB 1670 RIM 20.05 IE 18.05 E 12" CPP IE 18.05 SW 12" CPP SDCB 1685 RIM 19.36 IE 17.5 NW 12" CPP IE 17.4 SE 12" HOLE SSMH 1603 RIM 21.20 IE 6.6 N IE 7.3 S 24" CONC E & W C.O.C. EL 6.6 SSMH 1667 RIM 21.11 C.O.C. EL 6.8 IE 8.2 N 8" PVC IE 12.7 S 24" CONC E & W ASPHALT ------- LAWN SDCBI956 i ~L~L 2g?2D111T TO REMAIN ~ ~ L--~SS~M~H~2~0~20~-.I-----r------~-----4~~~" __ I--~~~+-I ~~ { RIM 20.82 _ ....... ( C.O.C. EL 13.7 (f) VJ 6" PVC E 8" PVC S 40' i \ 20' EAST QUARTER CORNER 24-'23-4 FOUND CONCRETE MONUMENT WITH TACK IN LEAD. IN CASE. DOWN 0.75. VISITED 5/1/2013 ---------- ~ .. -----+--_-7/t--\ ®®- • . -----rn""--G ------- 1:> 1:> "' \..-CONCRETE MONUMENT FOUND WITH BRASS DISK LOOSE, IN CASE. DID NOT USE. ..., VISITED 5/1/2013 :~::~~.;~:f;R?~~IJ~:'--.. -::~-.. -.~21~7:7~<.~~ S[: .<. :~~ \, ; __ ~ ____________________________ IL-~-----~~====~====~~~==~========~/~I==~~~~~-------------------------------------------------------------------------~\\S;O~CB~.16~6~1-----------------------~::~:_~~/·L--rl----------------------------------------------~ / ASPHALT RIM 20.51 TBM ELEV. 21.51 ,. !!i SDCB 1609 DlllVEWAY IE 18.1 N 12" CPP 1 ~ RIM 20.55 \ I 0" IE 17.85 N 12" CPP EXTRUDTIUD CONCRETE CURB EXTRUDED CONCRETE CURB j ! i \ ! RECEIVED PROJECT MANAGER: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: QC TG, 81 NMD, DLS TG, QC SCALE AS SHOWN BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND CONDITIONS. IF CONDITIONS ARE NOT SEP :I 0 20\3 erN Of Rl.'I'\'fON PLANNING DIVISION 08/02/2013 A OF _5_ AS SHOWN AND/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 2 DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET NUMBER C.01 I z o F '" u '3 w ~ "- 20 10 0 20 40 ~I ..... ~' iiiiiiiiii"'" .................... oIio' iiiiiiiiiiiiiii ... 1 SCALE IN FEET GRADING QUANTITIES: TOTAL SITE CUT: TOTAL SITE FILL: TOTAL NET CUT: 1.313 CY' 558 CY 725 CY 'AREAS CALCULATED TO SUB-GRADE (INCLUDES 24" CUT DEPTH IN "LIGHT USE" AND 32" CUT DEPTH IN "HEAVY USE" AREAS PER PAVING CROSS SECTION DETAILS E1 & E2 ON SHEET C05.) ASPHALT LEGEND: II 1········1 -so -so -DRN -ss 5 (f) ------vI'rnr--G -------- '0 ;<, SOCB 1609 RIM 20.55 PAVEMENT DESIGNED FOR LIGHTER LOADS PAVEMENT DESIGNED FOR HEAVIER LOADS EXISTING CONTOUR (TYP) PROPOSED CONTOUR (TYP) EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN PIPE PROPOSED FOOTING/FOUNDATION DRAIN PIPE EXISTING SANITARY SEWER PIPE ASPHALT DRIVEWAY IE 17.85 N 12" CPP EXTRUDED CONCRETE CURB ABBREVIA TIONS: CB '" CATCH BASIN CW ~ CONCRETE WALK CONe = CONCRETE DEMO = DEMOLITION EG = EXISTING GRADE TESC = TEMPORARY EROSION & SEDIMENTATION CONTROL EX = EXISTING FF = FINISH FLOOR FG = FINISH GRADE FL = FLOWLINE IE = INVERT ELEVATION LF = LINEAL FEET SD = STORM DRAIN SDCO = STORM DRAIN CLEAN OUT SSSCO = SANITARY SIDE SEWER CLEAN OUT SSS = SANITARY SIDE SEWER TOC = TOP OF CURB TOP = TOP OF PAVEMENT TYP = TYPICAL EXTRUDED CONCRETE CURS • N \ SDCB 1661 RIM 20.51 IE 18.1 N 12" cpp TBM ELEV. = 21.51 LAWN SOCB 1956 RIM 20.52 FULL OF DIRT KEY 1 KEY NOTES DESCRIPTION DETAIL/SHEET LOW PERMEABILITY BERM BELOW 2" CHOKER COURSE 12" WIDTH & 1: 1 SIDE SLOPES (J) SSMH 2020 RIM 20.82 C.O.C. £L 13.7 6" PVC E 8" PVC S 40' i" I' N '" '" b o z i \ 20' EAST QUARTER CORNER 24-23-4 FOUND CONCRETE MONUMENT WITH TACK IN LEAD, IN CASE. DOWN 0.75. VISITED 5/1/2013 SDCB 1671 RIM 20,35 IE 18.25 W12" cpp EXTRUDED CONCRETE CUllB -~ CONCRETE MONUMENT FOUND WITH aFlASS DISK LOOSE, IN CASE. DID NOT USE. VISITED 5/1/2013 BASE MAP/TOPOGRAPHY PRO~DED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES. UTILITIES. AND ALL OTHER EXISTING FEATURES AND CONDITIONS. IF CONDITIONS ARE NOT CALL 2 DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY AS SHOWN AND/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. LOCATIONS ARE APPROX.) z o [ii 5' w 0: PROJECT MANAGER: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: DATE: QC TG, 81 NMD, DLS TG, QC SCALE AS SHOWN 08/02/2013 REV. SH~ET A OF 5 SHEET NUMBER C03 '.,; ,. Ii '. j, " 1. , ji. , ) ·,1 : "I " .' '-:~1 ~~~~~--~-.----. ~ ---- -' .... --" " . " I '\: " , \ ,. ; .I \ , , \ ' i " .. _.- . ~-.' -,.- \ " \ ' \ " -- -' ! , . I .. ' - -- sw -. ,. I I .,' 1\ 1/ , ' ---.-~~ ~---------------- Black River Corporate Park ill \ ' , ' ----- '" , \ '-. .. , , , \ 900 Blackriver Corporate Park V 1000 Studio Plus 1150 -I 1300 16TH 1301 Boeing Longacres Park II II if ./ ;' --'''- Headquarters Commercial Airplane Group 1901 " ! .' Parking ----_.-------!-----.,~---~---- .-' -. 580 I I -r-, , I orthwest Handling I Systems Inc. , 1100 111 901 ! ':;41-- Communi,tr Health Centers of County 955 947 Valley 405 Office Park 981 1027 G~O"" \ Washington State 1107 .. Work Source Renton \'-._---'--- 1120 , \ \ / '"Famlly'Cil!e Center Building . ~ " / ; !, ~'-~ , 1-I \ , .' , . -' '-"-'1900 .I I~·----· , ~ w ~ Center 1000 Bortells 700 Perry Brothers 900 Air Products & Chemicals 9S0 K & N Meats i i I 620 --.---.~.------, ---------··'1 .-.. _-'---, (office &'-Wareh'ouse I I, ~J "---------______ . J Grinnell 875 933 I! i! !Ji I , i~ !~ 710 ,~ I~ ~ ~ I Cummins North Diesel I i , , I I il , I I ' , I i II 100 Parking Warehouse j I 70S I ! w ~ ACME Poul Co. i 1_ .. , Lr---I r ! L .. ___ j sw i . "--. -------------I I Warehouse 601 --------.-. ---------1 r'-'--'''~ ------···-··-·1 Nbrthwest Forklift I 838 ' L " ___ "'_' ___ ."_ .. " Ryerson Steel .~--,-._,---~--, , I i ,----------~-, " rJ I ! 501i Smit~ i , , _____ J , M cLen dOQ 715 ! 725 Hardware Warehou 865 955 Plaza 451 _." -.----~ ~ --~- I . I I I ~ 1---1 I :il , ! Office Building I ,---. --.... ___ . __ .~_-.J 7TH ,720 I Plaza B&T-,Wholesole I '-. ___ . ______ , __ ._ 846 . Inc. I ICope & McP~etres Marine I I 858 I r-- KIA of iRenton , 9Jo .--,.------, I Ikea Paridna r; r- .~_. ___ J , ! ~ J G~-~d Che~rolet I ! ! , --,.: ''''" , , : i , \ Parking r---------. i I I ,-~ .. _-.1 -----.'1-J- Renton School District 403 ,---------': I i , , r------: · ----1 , , : ; 743 . __ ... 1 ' Wal-Mart 749 Parking Prkg. J-------,,-.--,~ I [g}1 )-I_~ Immj,horlM I I ' I -I L., I [ __ J iversity Cooperative Extl I i . ----l ___ ."C I , , Piace' Shuttle Express , I ' .' PROJECT SITE Renton Park 405 -- '-1J) +-' 1905 C r-----::> , :c _ i d 1- ---... __ . __ ._.1 \. i I _.-,/ I / / /' 1901 Springbrook Industria\ Center , 1--" , 1415 < , i Holmes [le~tridC:omp-a~y (J ,i i i . .-___ .~ i L ___ , ... __ J-; ~ 1 ! L.,,J , , '0' , 'Zi :~i Sprint (._! 1415 ! 1-1422 i-.----W S~q-ttle Lumber Gompony ----1, --(I) ,---------,------,,-- _,2 Iii -.. _____ i iCommunicatiqns ------1 I L _§-____ _ { . I ) sw I I, i:; ,_ _ __ Lillie If 01 , . i I I AViators I Puget Power! 3: 115°4'IOaycare I Sub Station , ,----------' (fJ '--__ J Center r i ' : . 1601 \ ---.-.-.-!~".-"---'---1' I. FAA Office ;Bldg, r-t i ParKing ---; '- Parking , ' " r- L"-cr-___ !fJ21IL__ I ,-----1 [ Parking : I 1801 Cl I I ! I ~~y Offic~ Paif I ' : l_~ ____ ._.J ! 180! A -1 I __ .. ______ ,_'u ~---' •• ~--., 1 ' r----' L) c_ -i .J ___ • ______ 18aLB_~ __ .~_J-j Parking Parking 2001 ···-----1 $~utbg;;~~II ! I '-, 1 "'---I Parking \ '. . ---_. Parking , , 220~ " r w .> « 16TH 1150 1810 1850 19TH sw ----.,. . -_. --... ----.-~ -.~"- : i , ST 1---·_·_'--_·_-';<.... i <vf' I '* I I § i , ~ I ",'(3 I vCi -----i ._. _____ I , 1701 ! ~,-!~----."----' !1 .. ~ ... Lark;;pu , Towne Place Sultes-by-Marrio tt I_. ____ ~ __ J , Springhill r3ui lese M arri6'tt-l 1., ,_J I~c..r~\r Parking . .) i i , , 1_._, __ .1 I (Wetlands) 21ST -. i , Cedar River Corporate Park 1--- ----------. --,.---'-"------,-, ----.,-----·-1 KROLL'S INTEGRATED MAPPING SCALE IN FEET H H I . ,----------~-.---.---. ---'---100 50 0 100 200 300 400 500 600 700 800 900 2319 copyright and published by: 2423 KROLL MAP COMPANY, INC. -www.krollmap.com ~"r:~r RECEIVED Condominiums 1-~·"1"1 of) '.'j SEP 302013 C;YV 01" RIENTON LANNING DIVISION City of Seattle and King County Elements of the mapping originated from ALLPAK Corp. , ,I i (f)1 ~I (f) Wi zi -' 61 ~ :2 I I I I I I I ASPHAI T if VAULT FOR JTIUTY Uf\IKNOWN d' . <! 1 CONCRETE WALK SD -------,--~-:: :::::CJ' ----- EX, TREE TO BE REMOVED ASPHAL T 20' v I o C\j _-l PLANTER FIf\IISH[D FLOOR EL 22.76------ EX. SHUTILE EXPRESS BUILDING <J <J. 4' <J o -------------------------- WALL PRESERVE AND PROTECT EXISTING SHRUBS, <J BRICK BREM<EF-;S ~L1 ~~~~~~c~~~~~~~~cl~~~~~~~~~~LL-L~~~~ LI 4 d <J COf\ICRETE·L1 <J. LI . <I , , '0: I 4 .. q <1 r-.--.-- ----- -~ - - - - --4" - - - - - - - --- - - --' - - - - - - - - - - - - - - - -~ -'---.-------~-~--------------~ , . ~ LI : PReSERVE AND PROTECT EXISTING TREE AND SHRUBS. SHRUB LOCATIONS ARE APPROXIMATE, ADJUST PLANTINGS AS NEEDED, <J EX. TREE TO BE REMOVED co et: ::J U W f- W / / r;v LAWf\1 o 1 8" C) 1 2" w -n o m .q- o o o z PLANT DAFFODILS THROUGHOUT PLANTER BOX AREA IN CLUMPS OF 5-11 BULBS, PRESERVE AND PROTECT EXISTING SHRUBS. SHRUB LOCATIONS ARE APPROXIMATE, ADJUST PLANTINGS AS NEEDED, et: I!--'~ LAWN / / / / so 24" CPP "'-._- ~-----SD 50----so SW 16TH STREET / w // ATMOSPHEF-;IC EXTRUDED / BREAKER ----, • ..J.Ov // ~'MII~ COf\ICRETE CURB ~o ~I PRESERVE AND - \ PROTECT ~XISTING TREES 15' MINIMUM PARTIALLY l f---------~so rh.\ J I SIGHT OBSCURING (.0 4 qJ LAN[)SCAPED VISUAL I BARRIER 1 3" I y . I ~'EXISTING LAWN----1 I I I I I o 1 2" LAWN RESTORE LAWN .. . ~ . I ~ I ~ I :r' u I ~ I I 50-- DRIP Uf\IE, TYPICAl I I U Z o u o , ---.-~--' w o \::J \p-:: ._-SD so 24" CPP 50 REQUIRED LANDSCAPE CALCULATION INTERIOR PARKING LOT LANDSCAPING REQUIRED PER 4-4-070.F.6,b: 25 SF PER PARKING ST ALL WHEN 51 TO 99 ST ALLS PROVIDED NUMBER OF REQUIRED INTERIOR INTERIOR PARKING LOT 8T ALLS PARKING LOT LANDSCAPING LANDSCAPING PROVIDED 36 900 SF \ 2,855 SF TREES REQUIRED PER 4·4·070,H: . PERIMETER PARKING LOT LANDSCAPING: . ONE TREE-REQUIRED PER THIRTY LINEAL FEETOfST~~~l FRON] A~E,.,~ STREET REQUIRED EXISTING NEWTREES TOTAL 0"\ '< FRONTAGE TREES TREES PROVIDED PROVIDED '. 430' 14 7 7 14 I ONE TREE REQUIRED PER SIX PARKING SPACES NUMBER OF REQUIRED EXISTING NEWTREES TOT AU SPACES TREES TREES II ,,:r PROVIDED PROVIDED 36 6 2 10 STREET TREES I (PROVIDED IN THE FRONT YARD TO AVOID CONFLICT WITH SEWER LiN'E) NUMBER OF TREES REQUIRED: 1 MINIMUM, MEDIUM OR LARGE TREES SPACED 50'-60' O,C, NUMBER OF TREES PROVIDED: 4 TOT AL NEWTREES REQUIRED TOT AL NEW TREES PROVIDED 12 27 ,,' ~ I >. 1 2" o FOUND NAIL WITH WASHER "HDA 17672" so / STOP / ~ S: '" TREE REPLACEMENT CALCULATION . • , ; ALLOWED TREE REMOVAL PER 4·4·130,G.9,· .. NO MORE THAT SIX(6) TREES REMOVED IN ANYTWELVE (12) , MONTH PERIOD FROM APROPERTYTHIRTYFIVE THOUSAND (35,000) SQUARE FEET AND GREAT ER IN SIZE, PROPERTY SIZE TREES REMOVED 143,887 SF 2 SCALE I N FEET ~ i REPLACEM ENT TREES REQUIRED 0 RECEIVED SEP 302013 CITY OF RENTON PLANNING DiViSION Know what's below. 10 o 10 20 Call before you dig. z o If) :> w [t >-m L,j f-« o o z a:: w ~ o PROJECT MANAGER: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: DATE: MER MER MER/RL RL SCALE AS SHOWN REV. SHEET 08/02/2013 A OF 5 SHEET NUMBER LS1 ti ; I 'j ~J , , , ~j :i PLANT SCHEDULE DROUGHT SYMBOL QTY BOTAN ICAl NAME COMMON NAME SIZE CONDITION SPACING COMMENTS TOLERANT EVERGREEN o o o NOTE: TREES SHRUBS 9 AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE' AUT UM N BRILLIANCE SERVICEBERRY 2" B&BI AS SHOWN 2 TO 4 STEMS CONTAINER 6 CALOCEDRUS DECURRENS INCENSE CEDAR 6'-8' B&BI AS SHOWN GINKGO BILOBA AUTUMN GOLD' 4 QUERCUS COCCINEA 75 CORNUS STOLONIFERA ARCTIC FIRE' 268 PRUNUS LAUROCERASUS 'MOUNT VERNON' 339 ROSA MEIJOCOS 'PINK DRIFT®' 24 VACCINIUM o VA TUM THUNDERBIRD' 190 VIBURNUM DAVIDII AUTUMN GOLD MAIDENHAIR TREE SCARLET OAK 2" CONTAINER B&BI CONTAINER AS SHOWN 2" B&BI AS SHOWN CONTAINER ARCTIC FIRE DOGWOOD #5 CONT AINER AS SHOWN MOUNT VERNON ENGLISH #5 LAUREL CONT AINER AS SHOWN PINK DRIFT® ROSE #5 CONTAINER AS SHOWN THUDERBIRD EVERGREEN #5 CONTAINER AS SHOWN HUCKLEBERRY DAVID VIBURNUM #5 CONT AINER AS SHOWN GROUNDCOVERS '17'1V7V"''1'1'1 7 <J 'J 'J 'J 'J " """ 0 """""'1,,,,'1,, """VV"""V,,~ """""""""" 1510 ARCTOSTAPHYLOS UVA-URSI VANCOUVER JADE 'VANCOUVER JADE' KINNIKINNICK ~~~~~~~~ 1955 :;S~::;~ CHILOENSIS LlPST ICK COAST AL STRAWBERRY #1 CONTAINER 18"0.C. #SP4 CONTAINER 18" O.C. 100 NARCISSUS 'ICE FOLLIES' ICE FOLLIES DAFFODIL 14cm BULB PER PLAN 1586 RUBUS CALCYNOIOES 'EMERALD CARPEr EM ERALD CARPET _CREEPING RASPBERRY #SP4 CONTAINER 18" O.C. OFFSET GROUNDCOVERS 9" FROM CURBS, WALLS, LIGHT FOUNDATIONS, AND ROOTBALLS OF TREES AND SHRUBS. CURB 3" DEPTH ARBORIST WOODCHIP MULCH, TYPICAL. KEEP AWAY FROM PLANT CROWN. S" OFFSET, I TYPICAL GROUNDCOVER PLANTED AT NURSERY LEVEL FINISH GRADE 6" DEPTH CEDAR GROVE GARDEN MIX TOPSOIL ~~ili~~~~~~~Tffi1~m~ 6" DEPTH CEDAR GROVE VEGETABLE GARDEN MIX TOPSOIL TILLED INTO THE TOP 12" OF SUBGRADE. SCARIFY SUBGRADE UNDISTURBED SUBGRADE TYPICAL GROUNDCOVER PLANTING DETAIL NOT TO SCALE GROUNDCOVERAT \ TIME OF PLANTING, TYPICAL 18" TYPICAL TYPICAL GROUNDCOVER SPACING DETAIL NOT TO SCALE YES NO YES YES YES NO YES NO YES NO YES YES YES SEM I-EVERGREEN YES YES YES YES YES YES YES YES YES NIA YES YES NOTES: 1) MULCH COMPLETELY BETWEEN ALL PLANTS. 2) PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH FINISHED GRADE. LANDSCAPE NOTES: 1. LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (THE A.N.LA STANDARD) AND THE REQUIREMENTS OF THE CITY OF RENTON. 2. LAYOUT IS DIAGRAMMATIC AND MAY REQUIRE FIELD ADJUSTMENT PER DIRECTION OF THE OWNER'S REPRESENTATIVE. ANY DISCREPANCIES IN THE PLANS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE BEFORE WORK PROCEEDS FURTHER. 3. DO NOT PLACE. DIG, OR TILL SOIL WHEN THE GROUND OR TOPSOIL IS FROZEN OR EXCESSIVELY WET. 4. SOIL PREPARATION: PLACE 6 INCHES OF CEDAR GROVE VEGETABLE GARDEN MIX TOPSOIL OVER SUBGRADES IN ALL PLANTING AREAS AND TILL INTO TOP 12 INCHES OF SUBGRADE. PLACE AN ADDITIONAL 6 INCHES OF CEDAR GROVE VEGETABLE GARDEN MIX TOPSOIL AS A TOP DRESSING OVER AMENDED SUBGRADE. REMOVE ALL ROCKS, ROOTS, VEGETATION, AND DEBRIS LARGER THAN 1 INCH AND LIGHTLY COMPACT WITH A ROLLER. ADD ADDITIONAL CEDAR GROVE VEGETABLE GARDEN MIX TOPSOIL IF REQUIRED TO MEET FINISH ELEVATIONS. 5. FINISH GRADING: FINISH ELEVATION SHALL BE DEFINED AS 3 INCHES BELOW CURBS. WALKS, ANDIOR OTHER ADJACENT HARDSCAPE FOR ALL LANDSCAPE AREAS. FINISH ELEVATION REFERS TO GRADES PRIOR TO INSTALLATION OF MULCH. 6. GRADE ALL LANDSCAPE AREAS TO PROVIDE POSITIVE DRAINAGE. 7. RAKE PREPARED SOIL SMOOTH AND FREE FROM ALL SOIL LUMPS. ROCKS, STICKS, AND OTHER DELETERIOUS MATERIALS OVER ONE INCH IN DIAMETER. 8. AT TIME OF PLANTING, SUPPLEMENT ALL NEW PLANT MATERIALS WITH MYCOAPPLY@MYCORRHIZAE INOCULANT. MIX AND APPLY PER THE MANUFACTURER'S RECOMMENDATIONS. 9. PROVIDE AND USE "OSMOCOTE" 14-14-14 FERTILIZER PELLETS AROUND ALL TREES, SHRUBS AND GROUNDCOVER AS SPECIFIED BY THE MANUFACTURER. 10. REMOVE PLATFORM WIRE AND SURPLUS BINDING FROM THE TOP AND SIDES OF BALLS AND LOOSEN BURLAP AT THE TOP OF THE BALLS ONLY. DO NOT REMOVE BURLAP FROM UNDER ROOT BALLS. 11. PLANT TREES AND SHRUBS UPRIGHT AND FACE TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT ROADWAY AND EXISTING PLANTS. 12. INSTALL ONE TREE STAKE TO THE WEST SIDE OF EACH TREE TO PROTECT AGAINST PREVAILING WINDS. 13. AFTER PLANTING. COVER ALL AREAS WITH THREE (3) INCHES OF ARBORIST WOODCHIP MULCH, AVAILABLE FROM LOCAL ARBORISTS. CONSISTING OF MAX 1" SIZE WOOD CHIPS FROM WHOLE TREES. FEATHER MULCH TO THE BASE OF THE PLANT AND 1 INCH BELOW THE TOP OF JUNCTION AND VALVE BOXES, CURBS, AND PAVEMENT EDGES. KEEP PLANT CROWNS FREE OF MULCH. NOTE: 1) MULCH COMPLETELY BETWEEN ALL PLANTS. 2) STAKE TREES 5' IN HEIGHT OR GREATER. 3) PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH FINISHED GRADE. 4) COMPLETELY REMOVE ALL WIRE AND LOOSEN FABRIC ON BALLED & BURLAPPED PLANTS. 5) SCARIFY SIDES OF PLANTING PITS PRIOR TO BACKFILLING. 6'-0" PINE STAKE DRIVEN TO REFUSAL INTO UNDISTURBED SUBGRADE, MINIMUM 24" DEPTH. STAKE LOOSELY 2' ABOVE FINISH GRADE, TYPICAL TREE PLASTIC TIE 3) SCARIFY SIDES OF PLANTING PITS PRIOR TO BACKFILLING. SHRUB 3" DEPTH ARBORIST WOODCHIP MULCH. KEEP MULCH AWAY FROM TRUNK. BACKFILL PLANTING PIT WITH CEDAR GROVE - VEGETABLE GARDEN MIX TOPSOIL, WATER AND TAMP TO REMOVE AIR POCKETS 3" DEPTH ARBORIST WOODCHIP MULCH. KEEP MULCH AWAY FROM TRUNK. BACKFILL PLANTING PIT WITH CEDAR GROVE VEGETABLE GARDEN MIX TOPSOIL, WATER AND TAMP TO REMOVE AIR POCKETS FINISH GRADE 6" DEPTH CEDAR GROVE GARDEN MIX TOPSOIL FORM SAUCER WITH 3" HIGH CONTINUOUS RIM. " .. ". ".,'. ,":'-. "."" 6" CEDAR GROVE = -III mi' .. ::". ..... .... -~-~- VEGETABLE GARDEN MIX -= = = I:' , '. TOPSOil TILLED INTO THE ~' >/;~~~ >·;·'.:i~V% >/; >/; >/;'l''"''k;' >/»;/'»;/F~ 6" TOP 12" OF SUBGRADE. ~~~~ %~'0;~~~~~~ >/;"';;:;V'~ y "'" /;'¥ ~«<<<<<<<<<<<<<\v:<<<<<< <:>/' SCARIFY SUBGRADE 7/Y~Y/>:.2. ~~~~~~~"0 y I::::>' .~" "~/>:y>-'- UNDISTURBED SUBGRADE PLANTING PIT DIA. 2 X ROOT BALL DIA TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE UNDISTURBED SUBGRADE TYPICAL TREE PLANTING DETAIL NOT TO SCALE FORM SAUCER WITH 3" HIGH CONTINUOUS RIM. 6" Know what's below. Call before you dig. z o iii '> w Q' >-m W f-« o o Z 0' W Z 3; o f-a::: UJ w !§ CO tJ :2: UJ :s is + ~ -' UJ .....J ~ W u (J) ~ (J) Z ::J ::s a::: PROJECT MANAGER: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: DATE: MER MER MER/RL RL SCALE AS SHOWN REV. SHEET 08/02/2013 A OF 5 SHEET NUMBER LS2 a> c ~ L o tL z o e-o: U o ~ w ~ c: 20 I 10 : o : SCALE IN 20 : FEET DRAINAGE NOTES: DRIVEWAY/PARKING AREA DRAINS 40 -j 1. LARGE IMPERVIOUS AREAS USED FOR PARKING OR MANEUVERING OF VEHICLES SHALL BE SLOPED TO DRAIN TO ONE OR MORE CATCH BASINS. 2. THE BASINS SHALL BE TIED INTO THE ON-SITE STORM DRAINAGE SYSTEM USING NON-PERFORATED PIPE OF THE SAME MATERIALS. 3.ALL CATCH BASINS SHALL HAVE DOWN TURNED ELBOWS FOR SPILL PREVENTION AND OIL/WATER SEPARATION. GENERAL: 1. SLOPE ALL DRAIN LINES AS SHOWN ON PLANS. 2. PROVIDE CLEANOUTS OR CONTROL STRUCTURES AS APPROPRIATE. 3. ALL DRAINAGE PIPING AND STRUCTURES ARE SUBJECT TO INSPECTION PRIOR TO BACKFILLING. 4. USE SAND COLLARS AT CB CONNECTIONS TO P.V.C. PIPE. KEY NOTES KEY DESCRIPTION CB#1 -TYPE 1 1 RIM 19.00 2 3 4 5 6 7 8 9 8" IE (SE) 16.75 108 LF 8" SD @ 0.42% CB#2 -TYPE 1 RIM 21.00 8" IE (NW) 16.29 8" IE (E) 16.29 69 LF 8" SD @ 0.42% CB#3 -TYPE 1 RIM 21.00 8" IE (W) 16.00 8" IE (E) 16.00 60 LF 8" SD @ 0.83% CB#4 -TYPE 1 RIM 20.36 8" IE (W) 15.50 8" IE (E) 15.50 12" IE (S) 15.50 24 LF 12" SD @ 0.83% CONNECT TO EX SDMH 12" IE 15.30 w :::J ~, zo Ww >1-«« U (j)« «> '5 ......- o ~ ~:.. -:..;;.-",.~-.- / SDCB 1609 / RIM 20.55 IE 17.85 N 12" cpp DETAIL/ SHEET F/C05 F/C05 F/C05 F/C05 EXTRUDED CONCRETE CURB \1 10 66 LF 8" SD @ 2.62% CB#5 -TYPE 1 11 RIM 19.90 8" IE (W) 17.23 REMOVE EX 8" PIPE 12 FROM EX CB TO MH IN CURB LINE CONTRACTOR SHALL LOCA TE THE EXISTING WA TER SERVICE LINE 13 PRIOR TO ANY SITE EXCAVATION AND REINSTALL l' (MIN.) BELOW THE SUB-GRADE IF NECESSARY. ASPHALT DRIVEWAY EXTRUDED CONCRETE CURB F/C05 BLOCK 37 EARLINGTON GARDENS ADDITION DIVISION 1 VOL. 17 PAGE 74 800 SW 16TH STREET TAX LOT 3340406430 7 \' \ SOCB '1661 RIM 20.51 IE 18.1 N 12" CPP ASPHALT LAWN SOCB 1956 RIM 20.52 FULL OF DIRT TBM [LEV. = 21.0 , OJ (j) 40' 40' w , '" N 10 g o z 20' EX STORM DATA: SDMH 1604 RIM 20.55 IE 14.95 W 24" CPP IE 14.95 E 24" CPP IE 17.3 S 12" CPP SDMH 1660 RIM 20.45 IE 15.3 N 8" PVC IE 15.3 E 24" CPP IE 17.45 S 12" CPP IE 15.3 W 24" CPP SDMH 1668 RIM 21.22 IE 15.9 N 12" CPP IE +/-17.7 S 12" CPP UNABLE TO SEE IT IE 5.85 E 24" CPP IE 15.4 W 24" CPP SDMH 1669 RIM 21.05 IE 17.45 NE 12" CPP IE 16.2 S 12" CPP IE 16.45 NW 12" CPP SDCB 1670 RIM 20.05 IE 18.05 E 12" CPP IE 18.05 SW 12" CPP SDCB 1685 RIM 19.36 IE 17.5 NW 12" CPP IE 17.4 SE 12" HOLE / EAST QUARTER CORNEfI 24-23-4 FOUND CONCRETE MONUMENT WITH TACK IN LEAD, IN CASE. DOWN 0.75. VISITED 5/1/2013 SOCB 1671 ./ RIM 20.35 ,,/ IE 18.25 W 12" cpp r/j----§;~~I-_Gl ~EXTRUDED ./' CONCRE'fE /" CURB --------- CONCRETE MONUMENT FOUND WITH BRASS DISK LOOSE, IN CASE. DID NOT USE. VISITED 5/1/2013 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN AND/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 2 DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) z o iii ;; w cr o o -> -< ~ PROJECT MANAGER: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: DATE: QC TG, BI NMD, DLS TG, QC SCALE AS SHOWN 08/02/2013 REV. SH~ET A OF _5_ SHEET NUMBER C04 , :J , STORM DATA: SOMH 1604 RIM 20.55 IE '14.95 W 24" cpr IE 14.95 E 24" cpp IE 17.3 S 12" cpp SDMH 1660 RIM 20.45 IE '15.3 N 8" PVC IE 15.3 E 24" cpp IE 17.45 S 12" cpp IE 15.3 W 24" CPI' SDMH 1663 RIM 2'1.22 IE 15.9 N 12" cpp IE +/-17.7 S 12" CPP UNABLE TO SEE IT IE 5.B5 E 24" cpp IE 15.4 W 24" cpp SDMH 1669 HIM 21.05 IE 17.45 NE 12" cpp IE 16.2 S 12" CPP IE 111.45 NW 12" CPP SDCBI670 RIM 20.05 IE 18.05 E 12" cpp IE 18.05 SW 12" cpp SOCB 1685 F<lM 19.36 IE 17.5 NW 12" cpp IE 17.4 SE 12" HOLE SANITARY SEWER DATA: SSMH 1603 RIM 21.20 IE 6.6 N IE 7.3 S 24" CONC E '" W C.O.C. EL 6.6 SSMH '1667 RIM 21.11 C.O,C. EL 6.B IE 8.2 N 8" PVC IE 12.7 S 24" CONC E '" IV ASPHALT , .• __ ~ j. I '., ,,,,, _'~'.-"~ , -~.;~'':'' . ' ~ -.~ . 20' LAWN o 13" SE 1/4, NE 1/4, SEC. 24, TWP. 23 N., RGE. 4 E., W.M. 11 : ' GRAPHIC SCALE 20 0 10 20 ~~-"",_-.• ~,wL-...' ~,,~,J ~_.~_~~__ ~~~!IJ '1" '" 20' : ~ . ASPHALT .,. PLANTER o 30" BLOCK 37 EARLINGTON GARDENS ADDITION DIVISION 1 VOL. 17 PAGE 74 800 SW 16TH STREET TAX LOT 3340406430 I FINISHED FLOOfl EL. 22.76 .:. ~. Q"',j" : •• . ., '.4 ..... ... -------,--; " . , . I. . "~ I • I. • . I 4' 'I '. '~I " . ",d ~ , ,. · . I • 'ii, I . : I • • I . " .. .,; :. 4 1 1 POLE o S' CHAIN LINK FENCE W/ 3 STRANDS OF BARBED WlF~E ON TOP PLANTER APPROX. EDGE OF ASPHALT IN THIS AREA ASPHALT '" ASPHALT LAWN '" • 10 o IS" I C.O.C. EL 13.7 I 6" PVC E 8" PVC S 40' I 20' I ~ <'I 1D t" 0 0 z I I EAST QUARTER CORNER 24-23-4 FOUND CONCRETE MONUMENT WITH TACK IN LEAD. IN CASE. DOWN 0.75. VISITED 5/1/2013 IE 18.25 VI 12" CPP o 16" C FLAG , PLANTER r • •..• . •• __ m I FOUND NAIL WITH WASHER "HDA 17672" FOUND CONCRETE MONUMENT WITH 1.5" BRASS DISI( WITH PUNCH. IN CASE. DOWN 1.45. VlSITED 5/1/2013 VAULT FDR UTILITY UNKNOWN I---~'r'h FOUND NAIL WITH WASHER "TEH 18903" o s --------------------------===-~---==."---- -5 :I\<i !' ASPHALT &-.tv --m -G b '" I><l I><l SURVEYOR'S NOTES: IE 17.85 N 12" cpp EXTRUDED CONCRETE CURB '.., • , .... ",J ASPfll'lt T ",,,",IWAY 1 BASIS CF BEARING FOR TtIS SUfMY IS 1HE MCIM,IEN1ED LIE FROM 1HE FOUND MONUMENT 10 1HE FOUND EAST QUARlER CORNER MONUMENT CF SEC1ICIN 2 ..... 23-4 lila. HEREON EING NOR1H 83"54' ... -EAST. ACCCAOltG 10 1HE SUfMY. RECORDED .. BOOK 12'1 CF SURVE'tS. PAGE 210. RECORDS CF ICING COUNTY. WASlIIIGMN. 2-ECUWNT: I fICA mIII103. $" M1IUEtIT WAS USED .. ClBTAllNG ANGI E AND DISTANCE MEASUREMENTS FOR 1tIS SUfMY. AU. MEA8URItG 1NSlRUIEN'IS AND EQWIIENT SHALL E MAlNTM ED .. AINUS1MENT ACCCROIItG 10 MANlFAC1URER"S SPECIFICATIONS. 3 FRccmJRES: _. FELD lRAWRSE ME1HOD MEEIS OR EX(fFIIS ••• 1\11 REQUNIEN1S .. ACCORDANCE Yf1H WAC 332-130-010. .. .' • 'I 4 " ' EXTRUDED CONCRETE CURB 4-1tIS MAP REPRFSMS SI1E COfG1ICINS AS 1HEY USIED QURING 1HE PERFORMANCE CF 1HE BClUNDMY DFPICIED ON TtIS MAP IS REPRESENT NfY 'FIElD BOUNDM'(SUIMY _\£WtIG • MAPPING. PU.C OR cmtERSL IIOUNDMY =A:-rmu: RFPORr OR ~~~~r Yf1HOUT 1HE 5-\'ER1ICAL DA1UM: NAWII RENna B.EV. -a157 BItASS lISle SET .. WNQQEIE MONUMENT ... CASE. AT 1HE thf!i&Cl'lON CF SW 181H SIREE i AND LIND AVENUE sw. \ 11M B.EV. -2'1.51 SET MAl. .. SEW AT lOP BAa< CF SW QUADRANT CF ftlEkSECiION CF SW 181H sw CF EASlERLY CF 2 WATER VALVES. 1.1 IE 18.1 N 12" cpp , LEGAL DESCRIPTION: :::~n::. =r~~WASlTd!;!1~m' a'-~I~r<= :Qf·1~="~~\1O" em 17 CF PLA'IS. PAGE 7-\ .. ICING COUNTY. WASI"~ POR1ION CCN\£'WFD 10 1HE STAlE CF WASI .. GTON FOR STAlE HIGHWAY NO. 1 BY DEED RECORDED UNDER RECORDI.G tUilBER IIIIIID13:f9 t: 1OGE1HFR Yf1H 1HE EAST 40 FEET CF mAT PORTION CF 1ttOtt~ AVENUE S.W. ==-~~=~Cfeo~~£!'·BYAND c.FRA11ON CF LAw. I ".RA:jri:'tMOND AVENUE ~~---'-------------------------------T~T=~~~~~ I-I-DA_IE+-__ R_EVIS_ION ___ --+--fBY TOPOGRAPHIC AND BOUNDARY SURVEY j FOR SHUTTLE EXPRE~S 800 SW 16TH STReET RENTON, WASHINGTON --- ------------- Surveying Be Mapping, PLLC P.O. Box 55487 Shoreline, WA 98155 Tel. (206) 947-4975 Fax (206) 364-3032 SSA{ <D @ t~ !l tl ~. rn iXl ® m [J 0 III III LEGEND 'rELEPHO,l£ MANHOLE FIBER OPTIC MANHOLE JUNCTION BOX TELEPHONE RISER BOX SIGN UGHT WATER METEH WAT£R VALVE WATm MANHOLE GAS VALVE MM. flOX DECIDUOUS lRfE vnTH mUNI( 51 ZE IN INCHES I I EXTRUDED CONCREr~ CURB CONCRETE MONUMENT FOUND vnTH BRASS DISK LOOSE. IN CASE. DID NOT USE. VISITED 5/1/201.3 ---------- ---_ •.. -G -~---~~ _. --w-- ~-Stl---- --5-- --OPL--- rJ @ 0 DITCH CENTEflUIiE EDCE OF ROOF EAVE UNDErWROUND GAS LINE UNOERor,oUND WATER LINE STORM DRAIN tiNE SANITARY SEWER LINE 01. ~MPIC PIPELINE BURIBJ PEJllOLEUM LINE. CATCH BASIN srOf~M DHAIN MANHOLE SANITARY SEWER MANHOLE RECEIVED SEP 302013 __ 1m ... JOOTl'IJll1fi'BgRNTON 1-_________ --1 plJINNING DIVISION GIICla .. IU 13010 ... f'-_ 1------------4 PAGE ...... '" 1 1 ~~------------- " 'l I , , , , i: ,I