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Home My WebLink AboutLUA-08-014_Large Format. A l'\~\I/\\I1 !7?7?O??27J en" 7?7-'?7Ll ,,:;-;'Z7"'"..22Z'~ 'LLJ"ZZ2ZZZJ -(; .. n? 'rr--UZ'n n __ • : r. ,22~2U~ -' "OZ1Z7.ZiT/.T.j iZT~ ! . ,. . .. <--_. ',0.-. ' ';, I . , ',_ I " " I 30" HT.: '., ")) ~IALLS " , f---.. I I I : l3 EPR , :3 EEN I ~2Zi_ ..... . e'·q>"xp>",.." ~:;-2 ;C'm,2..:,.&Z:'J ) ~........ .... / --}~. ~ .... -........ _ ~s .. ,.~J_ .... ~ ...... . __ •••....• •• ~ "S';: ..... 100 SF 7 r .. 71 -.... ),!.. / _. -......... - \ \ . ~ -'\ -~ .... _-. --.... T/;Y,O/\ I , \, .. \. " ...... \ \ \. ;.. '1 / r I \, 7.5' SANITARY I SEWER EASEMENT , , REC. NO. , 84707239001 I / / STORM DRAINAGt EASEMENT REC.' PLANT SCHEDULE SYMBOL BOTANICAL NAME / COMMON NAME SIZE lREES PYRUS CALLERYANA 'CHANTICLEER' / CLANTICLEER FLOWERING PEAR 1-3/4" CAL. FRAXINUS PENNSYLVANICA 'SUMMIT' / SUMMIT ASH ACER T. GINNALA 'FLAME' / FLAME AMUR MAPLE () EVERGREEN SHRUBS PIERIS JAPONICA 'MOUNTIAN FIRE' / LlLY-OF-THE-VALLEY SHRUB ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH CISTUS HYBRIDUS / WHITE ROCKROSE TAXUS MEDIA 'HICKSIi' / HICKS YEW LEUCOTHOE FONTANESIANA 'SCARLETTA' / DROOPING LEUCOTHOE @, PJ AU CH TH LF MA JMHONIA AOUIFOLll!fd. 'COl.!P~C1A' j CQMJ;:ACT .. r.RAN ~ BERBERIS G. 'WILLIAM PENN~I WILLIAM PENN ~RBIRRY BW o DECIDUOUS SHRUBS BA BERBERIS T. 'AUREA' / GOLD-LEAF JAPANESE BARBERRY BC BERBERIS T. CRIMSON PYGMY' / DWARF RED-LEAF JAPANESE BARBERRY SN SALIX PURPUREA 'Ni\NA' / DWARF PURPLE OSIER <, PERRENIALS BBW EPR PJS APV ------------------------------------------------ BERGINIA CORDI FOLIA 'BRESSINGHAM WHITE' / BERGINIA EPIMEDIUM RUBRUM / BISHOPS HAT PHORMIUM TENAX 'JACK SPRATT' / DWARF NEW ZEALAND FLAX AEGOPODIUM PODAGRARIA 'VARIEGA TUM' / BISHOPS WEED GROUNDCOVER ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' / KINNIKINNICK 1" CAL) 6' HT. 5 GAL. 5 GAL. 5 GAL. 42" HT. 2 GAL. , (;61 5 GAL. 1 GAL. 1 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 4" POT NOTES B&B B&B, LIMBED UP TO 6' B&B, MULTI-STEM CONTAINER, 4' O.c. CONTAINER, 4' O.C. CONTAINER, 4' O.C. B&B, 30"& 3' O.C. CONTAINER, 3' O.C. rn"Hlfdm ,'n r CONTAINER, 3' O.C. 1 CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 4' O.C. CONTAINER, l' O.C. CONTAINER, 2' O.C. CONTAINER, 2' O.c. CONTAINER, l' O.C. 24" O.C. 3 ::PR~jj~ EXISTING BLDG. liJ'£,-NO. 84707239091 NOTE: " , , , I ' <,I rr { ~~ I I ',;:J II U Ii I ,II ! I :11 , , INSTALL A MIN. 12" , Ti(l)PS~IL IN TS ~RE;A , . , '! : ' .. , I , '.~ I I LES SCHWAB ,MONUMENT SIGN a " r<) , NG LANuJ~~t~,~~~gr~\;,; TO REMAIN. MU , ... i 2 AU NO. 5182100016 TO BE REMOVED " . ' • I EXISTING TREE ~ BE REMOVED • i ';:.IF 26" " + , I .. "-, : .. TAX PARCEL NO, 100009 2 BC BC 698 SF .. .. _-----'.~.;,... ..... . • --, ... TAX PARCEL NO, 5182100010 LJ .. ,i ~ .. il! r;-~. . .................... ::·::L.. .. .f-f'·~~, .. ~,~ .. :._.--.-._." T/';,'/ :~-:"'\F):"';:-:-L "\.(': ':~)lidr).<n(lr:'lr ~.~ -._ ..... _.=_. -:--'.'\--_ .. __ 0. \'-..I'l_ I.,,..,. ' .. J, ... ,_,\_ ,-' j ! I I.e;' ,.. . ... -....... _ .. - : ... -=-:::. ::.. ~ :.:..-:' --:--._ ~. I +':1 !IT~~~· .. J't'4h;"j·\;:\;;..:}7~2>c :;:r~':s...~~,,-~ +, .... (.~) .. L.=....=-cc .......... ::.:.!.-C:3::l ... : ..... 0"::" .... ;::;: :=i)i~i/:;(i:,~!;i ;~&,7iY;iIi;..r~:c..::: ............... 6~ .. ~~; ~D 7777·7"""1: I ••• :» //77 J7 ··7 ...... ~ .. 7 .... h ........ =·,·"""::~""\-............ ··············~.... ..----.... T+~;::········++:::.f'.;2J ( /. IW/·'/ . ,) J ..... , C? : , i : . , 5 MA 73 SF ~i .. · ...... · ...... · ................. .. EXISTING LANDSCAPE r:> " i 'i .. --: ;;: .. .t.:.'.;,; ;-:·::L .:; < .. -:: __ _ .. .' , TO REMAIN. MULCH ONLY. ~~ \ I '-.~' .z / , I ; I I (~;)= .::. -. . .. ~ ... -.-~ .:: 24' ACCESS EASEMENT REC. ' .... =: ....... NQS;..!!6Q~2~0frQL& 8!2..1026l..102 ........... .. -.c:: .. ::: .. ::::.;;.,::~~~. .. :; ::: / / , , I / / / LANDSCAPE NOTES ALL PLANT MATERIAL HAS BEEN SELECTED TO BE BETWEEN 1 AND 4 PER OPALS (OGREN PLANT ALLERGY SCALE). ALL SUBSITUTIONS TO BE APPROVED BY A WALGREENS PROJECT ARCHITECT. /_----------------------LEGEND / 1. ALL NEW LANDSCAPE AREAS ADJACENT TO BUILDINGS AND WITHIN PARKING LOT TO BE SET AT 6" MINUS FINISH ELEVATION EXCEPT AS NOTED. THESE AREAS TO jTREE TYPE /\;::rCALIPER @ DBH I RECEIVE IMPORTED TOPSOIL TO A MINIMUM DEPTH OF 6". ROTOTILLED THOROUGHLL Y INTO SUB GRADE. AREAS TO RECEIVE LAWN TO HAVE AN ADDITIONAL APPLICATION OF COMPOST TO A MINIMUM DEPTH OF 2". COMPOST TO BE ROTOTILLED THOROUGHLLY INTO TOPSOIL'TO A DEPTH OF6".~ -.. -.. _ ...... 2. ALL NEW AND EXISTING PLANTING BEDS TO HAVE FINE BARK MULCH TO A MINIMUM DEPTH OF 1". 3. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED BY THOMAS THOMPSON AlA. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE SITE PLANS WHICH MAY REQUIRE ADJUSTMENT OF DESIGN. 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE INFORMA TIDN. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATERIAL. 5. NO PRE -EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE DURING THE FIRST YEAR WARRANTY PERIOD. 6. ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC IRRIGATION SYSTEM. REFER TO IRRIGATIDN PLAN, SHEET L -2. 7. ALL PLANTING BEDS NOT SHOWN TO RECEIVE GROUNDCOVER TO HAVE 4 OZ. WEED BARRIER FABRIC. DEWITT WEED BARRIER (1-800-888-9669) OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO LANDSCAPE SPECIFICATIONS. 8. SHRUBS LOCATED IN FRONT OF STALLS TO BE PLACED A MINIMUM OF 30" FROM BACK OF CURB. -=~REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. :' Fe) 1 :: SIGNIFICANT TREES TO BE RETAINED ~12 SIGNIFICANT TREES TO BE REMOVED TREE TYPE ABBREVIATIONS F DOUGLAS FIR M NORWAY MAPLE A RED ALDER (:.( ..... ,..: (:1 II.' ......... ,/ EXISTING SHRUBS TO REMAIN . >/; ~>:; WETLAND & STREAM BUFFER PLANTING . 'REFER TO PLANTING PLAN PREPARED BY SHANNON & WilLSON, INC. WALGREENSill LANDSCAPE CALCULATIONS LES SCHWAB ill LANDSCAPE CALCULATIONS TOTAL PARKING STALLS: 35 TOTAL PARKING STALLS: 54 REQUIRED PARKING LOT LANDSCAPE: REQUIRED PARKING LOT LANDSCAPE: 1,350 SJ. (25 S.F./STALL) PROVIDED PARKING LOT LANDSCAPE: REQUIRED PARKING LOT TREES: 875 S.F. (25 S.F./STALL) 2,482 S.F. 6 (1 TREE/6 STALLS) 8 PROVIDED PARKING LOT LANDSCAPE: REQUIRED PARKING LOT TREES: 810 S.F. J ~ (1 TREE/6 STALLS) ~ PROVIDED PARKING LOT TREES: TREE RETENTION CALCULATIONS TOTAL SIGNIFICANT TREES (6" CAL.<): REQUIRED TREES TO BE RETAINED: TREES TO BE RETAINED: * EXCLUDES EXISTING DEAD TREE *9 1 (TOTAL SIG. TREES X 0.05) 4 PROVIDED PARKING LOT TREES: LANDSCAPE PLAN o 10' 20' 40' 80' ru :100--1 -<:1 SCALE: 1" = 20' -0" • CERll~CAlE NO. 501 architecture c c c o -c Ql E Ql OJ o c o 0.. E entitlements Thomas Thompson AlA tsq@att.net cell: 206 .. 409 .. 0755 ph: 360-629-3985 fax: 360-629-5435 29619 15th Avenue NE Stanwood. WA 98292 Consultant L A Landscape ArchItecture Lc=::c............'---:..JS1te Planning Irrigatlon 16630 30th OJ. S.E. Bothell.II'A 98012 phone 14251 417-4609 fax t4251426 .. 1564 Project Revisions .. z o I- Z W ~ Permit Submittal 1/7/08 C.O.R. Comment 4/1/08 Permit Submittal 4/30/08 Bid Set 5/19/08 >-z « 0..... ~ o U 06 z o (/) o w (/) 0..... ---l ---l :::r: 0..... 1 .. Permit resubmit 7/16/08 2-Contruc. Set 8/15/08 File No. G\lY()FHE.:NrO~ kl [Q(I"[P Drawn 5%;PQ32.008 Checked [§lliLDINGDIVISION Date 1/4/07 Sheet L-1 LANDSCAPE PLAN {\ vd CJ -5 0 g \JIJ2- ;,\ PeRlVUER (J' t,LL ASP~!IL~ TO_,'\C:C-IVE CO,~C~. TE \2/ CURB 1\1; lIS "[,'1 IJF rAI,_S SHlE C~. /~65 [:-00.'.1 [RUCK TUR\Ii\C RArJIUS. J~_r---ll~;TED AS \2/ P=R Sf-'c:=.:ET C5. -uf C~IT[RI,2., SET 0) NOT USED. o \U I USED. CD ",JeT JSED. (,;, ~ONC'REF AP'10N TO 0,0.', S~ECrICATIONS. ~ c, _, en ".J ::JR8 CIiT Jlcii,NSIDN MUST ACCUMc10DATE 6=> c,JOT 1\/ICTCJ"/ iF\!\ILER INn-IOU I RUII NG 8NT8 CURB DIVID[ DRV:::WAY iN-O LAhJF:S I;V/S R f-JI\JC. (j)W/I T CF i-ICAVY DUTY /\SF+AII PAVING. o ou'c X 4"W Yell_OW CAlli STRIPE (IYI'IC'IL) _AN-DIVIDE,\. 0'\E Of CMICJPY .AGOVe. JO ;;Q\12"xl~" "DO ~CJT Bc()CK EN-Rt,NCE" ~'()~", SIT [~ETA,II"I~/CC,O OF C If KIA "II. e/ OR eN I ,ACE OC SIC;\ ADJAC_I~T TO "N CO~;I\,jIN" TRAflc (1),56"" F IXIBIF DEI~I-JEAT?I' PU:;T CASTEN ,~ COIK"cE W/ 80_-S, (\0 I\I)-I::SIV[ iASleNING). @C,iI,S r·;IETER '/,11TII BOI I ARJS, (13) ~m/IPACTOc,. SFc S~EET C6.2 G J\!E 0, CO\jC:\::TE PAJ. r,:\ LIGHT cULl (TY. PICAI) SC.E SHF~T lC, 1, QU~<\ \:ITY /\~'D _Q~AIION \Sf OC ~()Lc:i ~O 8e DETER'II\[o HY APFRJVl~ PHOTm"ETR.C~" CCORDINA IE 'II T-EO.l AI'JD EO.' fl (1G)CO\JC-\FT~ DRV::-J~ ::JAC AND CM~8i)V ABCVF. /,~) ~RO"DE L,INE D'VIJcRS AN') DlklCTIONAL .A'lROWS II.T ~.LI_ D~I\jES \22 .1-\1\) r-:r\D OF :-.JRIVl 1\1::;I_E::1. /, 0\ ~il\llliLM .24" DC, ,\C;O~AL R.CFLEC-IVe STTL, STOP SIC~I. (SET J.AC' 6 C_EA": OF TRAFFIC). S[C Uc I AI_ II /C0(j 0-~r::,TF3 II Se: '_" II T D~I\jL-THcil~: ALlGf, eDGE .Jf STOP O;C~ vII, H eJGF CF I 0 CLlm II T ,JRIVc -I r.RU. (19) C:O~CRf IF SIJL'NALK, C:C:[ SI t:c I AI.I -KEYITl NOTE #2. (?J) PAJ NIOJNTED nA,~SFORI,jeR WI-h BOll AciDS. @ EI~TRY ClOL_,ARDS \'V/ PO~ Y:.IHYLE,\E COV::R~ 5'-L" C_Ei\i~ ~iAX. (!i) ACC:':SSI3LE P/l.~KING SIG~. _ S~[ S~llT C9 ~OR I)I~_IAIL." ~, ® A.CCFSSI3LE RM/IP W/ Jf ICC ABLe WARN NG c:LO:G ACC5,SS;8LE I,OUTES (-YP.), 1'1-E, 'iICr'E IS I_ESS rll II ~ "%, O~ L Y 30 Cf CETECl/loLC: WA~~I'~~ SURFACE ,s ReqUIReD, (24)ASP~ALI ~/\VING. 0TR'PII'G 'TYPlr"L) BLACK OURI~E CN CONCRETe ~) YE_LOW P ,I \ T '" " "', .,~.. = I~A\jEVENT c , ,\CCFS513L[ PA-\KIN0 niSIGN TO Ml=-r .... f-\LL _~8VlRN)INC ::~~t:~: ( (26) OL.'ANT'Tv f\S ::;;[QlJ:,-\lU ~y A.J.A.-/\C~ESShL_E PAR.KI\j(, ~ Avr-~~ lIND T~EIR IICCESS ',ISLES SHAI.I SE 1 1/2% ~?% M.AX.) SLD~I_ II'J ALL DIRcc: liONS, < .. 7\TOP 0-SIGN ,OUNCAIICJ\ TO BE AT TO~ CF SrREeT U~~b HCIGI T 2?; U.11.\J,). O D ~"E0 " RFn) @ I)CT[CTABLE Wf'.J":,\I:\G ~EVICi:..S (TRu,f\JC;q:=: ,_,,',,:J 1\ , @)\jeT us=:o @~Ol u';rlJ h':\ RcADERG.OI,RD ~V. LON SIG~ INS I A._L CO\CRETl 8AS=. ~OUK)\J,qE \)1/ VVIT-~ s:cr\j COMPANY. SEF SHll T /\5.1. @NO [-U~jl=:: - (;";\111 EN" lSI 'I,DS 10 BE L'-O" LESS IH!IN SII,LL DEPTH,_ \.5:'i/IH C:R[ ~vLL~DEPTH ISL.AI~U S_R[()l~H~D, ,[JFTAIL ROLLOVER CUI!8 .ANC CONCREIE C II =~J OF loUIND 'c u. (34) N elT USeD ® l'mT USED @TOE f-\CLOSJRE (2)DFTECTA'lLE WAR~II.~G SI~RFACE, @ I'JCJT USCD GROSS LOT AREAS: WALGREENS: 49,508 SF BEFORE DEDICATION 46,508 SF +/-AFTER DEDICATION lES SCHWAB: 54,876 SF TOTAL5ITE AREA: 101,384 SF+/- TOTAL BLDG AREA: 26,780 SF COVERAGE: 26.4% PERIMETER LANDSCAPE: 7,497 SF INTERIOR LANDSCAPE: 2,313 Sf TOTAL LANDSCAPE: 9.810 SF = 9.6% OF GROSS SITE TOTAL IMPERVIOUS: 91.574 SF ((llitgY!f!jJj(z!~~ 14,800 SF GROSS BUILDING AREA 11,655 SF NET RETAIL @ OA/100 ~ 47 MAX PARKING ~ 47 ACCORDING TO CODE PARKING PROVIDED ON WALGREEN LOT~ 35 REMAINDER PROVIDED ON LES SCHWAB LOT ~ 12 TOTAL ATTRIBUTED TO WALGREENS ~ 47 TOTAL PARKING ON JOINT DEVELOPMENT SITE ~ 89 EXISTING LES SCHWAB TIRE STORE 11.980 s.1. GROSS BUILDING AREA 4,880 SF SHOWROOM @ OA/1 00 = 20 CARS 5,153 SF AUTO SERVICE @ .25/100 = 13 CARS 3,840 SF WAREHOUSE@ 111500 = 3 CARS MAX PARKING ACCORDING TO CODE ~ 36 TOTAL ATTRIBUTED TO LES SCHWAB = 54 TOTAL PARKING ON JOINT DEVELOPMENT SITE 89 aOl-p0207 \ o o L() ... L() CD m 0Cl w CD N -I-+---+---trD ~:,>, ~ ~~. tl-==--~~~====~==~~~~~==--_-_--------------------------------------------------------~~~ ________________________________________ ~------------- 1000SF~ 30' I I THE LAYOUT OF NE 4TH STREET ON THIS PLAN INDICATES THIS PROJECT'S r--------------C---=O-M-P-Ll~A~N-C-E-W-IT-H-T-H-E-C-IT-Y OF RENTON'S ULTIMIt;A:nTE~R.ro\\.wlVT. DlIE~SlTIG~N".----------------- to C) z / ---C--~ ______ , NTS I " ~"" architecture "'" Thomas Thompson OJ c c c o ~ C (J) AlA isq@att.r1et cell: 206-409-0755 ph: 360-629-3985 fax: 360-629-5435 (l E (J) OJ o c o E 29619 15th Avenue NE stanwood, WA 98292 entitlements 1 SIGNAL POLE NEW 1 . . I, . _ _-!c 5 08-28-08 TT PERMIT RE-SUBMIT 4 07-08 08 TT PERMIT RE-SUBMIT 3 05-30-08 TT ADDENDUM NO,1 2 04-04-08 TT REVISED PLAN 1 02-08-08 TT LEASE PLAN NO, DATE BY DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXXXAS SIGNIFIED BY MY HAND AND SEAL, (I rLiNE in STORE NUMBER 12497 . <c" WALGREENS #124-~'-tt\\lt~ 4105 N E 4 th STREETSt,~ \) ~ 1~~. "I RENTON, WA W' J\~ for RENTON-NORTHW PROJECT NAME DRAWING TITLE GENERAL PROJECT DATA & SITE PLAN CADD PLOT: VOID PLOT: SUPERSEDES PLAN DATED: SCALE: 1" -20' DRAWN BY: DATE: 05-02-08 REVIEWED BY: DRAWING NO, AO.1 OF DWGS, I • , Ii ! i , , , , , , , 30' I,: .30" H T. • I U1 \VALLS '~ ii, I I WI,"" qjlPJ I c') ) i I , , , , , , , I, , , , , , , , , , II, i I " , , I , , , , , 1 ~ I Ii: I , , , s X lL! I I I I I I I I v, m I ~ I , I I INSTALL ,fI M!IN, j 2" : WlPS01L IN , I TrlS ~RE~ I I I I I I j I 12 I ! , , Ii , (0) : i =' ::-;; '_y_"_' _~ ~_ _ . _.L ____ .... I, -1 , I I I I I I /"~ j I ~r i \ i I ~ I , , , co' , ' I , , , ' I; " !' , I ! I w'rv I I N I I " """"" ille -T-------4¢ ! I I , I 6 MA 206 SF 245 I LANDSCAPE TO REMAIN. MULCH ,K"';~4'Atr EXISTING LANDSCAPE TO REMAIN. MULCH ONLY, [\'CJ ; "'1 ~~ I' " , .J ,~L,L,U,L'""V.LLlL"'''I,1 5 MW, 8 MA _. -.. -...... _--. --. --._-- I I , \ I 25 TH 3 APV ~--t402-j-._.~. j " - -.... ---~--...... _----)..,_ .......... _-----.... _----- ' ••• :. • .' ~"~' 0 TO REMAIN b) ,~,~, = =' -: ,-~'-_ = = = ,_ '=: ~~S:~~~~~3~~M~NT8:fg2611 02 ' '-" ' ---,,, ,., =' '0: ,: :.: ,,,,:, =:,~;:::', ,,,,_, ,;:;,:,::",:~~ . ..... .,' ... ..... ...... ,,' "'----------------- v , PLANT SCHEDULE SYMBOL BOTANICAL NAME / COMMON NAME i TREES , PYRUS CALLERYANA 'CHANTICLEER' / CLANTICLEER FLOWERING PEAR FRAXINUS PENNSYLVANI~ 'SUMMIT' / SU~IT ASH ACER T. GINNALA 'FLAME'/ ~ME AMURMAPL~ - () EVERGREEN SHRUBS PJ PIERIS JAPONICA 'MOUNTIAN FIRE' / L1LY-OF-THE-VALLEY SHRUB AU ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH CH CISTUS HYBRIDUS / WHITE ROCKROSE TH TAXUS MEDIA 'HICKSII' / HICKS YEW LF LEUCOTHOE FONTANESIANA 'SCARLETTA' / DROOPING LEUCOTHOE MA MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE ® DECIDUOUS SHRUBS BA BERBERIS T. 'AUREA' / GOLD-LEAF JAPANESE BARBERRY BC BERBERIS T. CRIMSON PYGMY' / DWARF RED-LEAF JAPANESE BARBERRY SN SALIX PURPUREA 'NANA' / DWARF PURPLE OSIER rJ PERRENIALS i BERGINIA CORDI FOLIA 'BRESSINGHAM WHITE' / BERGINIA SIZE NOTES 1-3/4" CAL. B&B 1-3/4" CAL. B&B, LIMBED UP TO 6' 6' HT. B&B, MULTI-STEM 5 GAL. 5 GAL. 5 GAL. 42" HT. 2 GAL. 3 GAL. 1 GAL. 1 GAL. 5 GAL. CONTAINER, 4' O.C. CONTAINER, 4' O.C. CONTAINER, 4' O.C. B&B, 30" O.C. CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 3' O.C. CONTAINER, 4' O.C. . 5' SANITARY I SEWER EASEMENT I BBW EPIi PJS II~A DIIDDIIM L RJ£tIOPSJiAJ , ........ PHORMIUM TENAX 'J~K SPRAIT' l DWARF NEW ZEALAND FLA9 Ac\)u; f'OlJAtRARIA '"VAKIB;A I Lmr TlL 'v, WttU 1 GAL. 1 GAL . 1 GAL. 1 GAL. CONTAINER, 2' O.C. CONTAINER, 2' O.C. CONTAINER, 2' O.C. CONTAINER, 2' O.C. J.J . .J ~" . C) ....r REC. NO. I 84707239001 I STORM DRAINAGE: EASEMENT REC.I NO. 84707239001 / , ----------------------- iNDSCAPE NOTES GROUNDCOVER ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' / KINNIKINNICK 4" POT NOTE: ',_ i ALL PLANT MATERIAL HAS BEEN-SELECTED.' TO BE BETWEEN 1 AND 4 PER OPALS (OGREN PLANT ALLERGY SCALE). ALL SUBSITUTIONS TO BE APPROVED BY A WALGREENS PROJECT ARCHITECT. LEGEND 24" O.C. /1. ALL NEW LANDSCAPE AREAS ADJACENT TO BUILDINGS AND WITHIN PARKING LOT TO BE SET AT 6" MINUS FINISH ELEVA nON EXCEPT AS NOTED. THESE AREAS TO RECEIVE IMPORTED TOPSOIL TO A MINIMUM DEPTH OF 6". ROTOTILLED THOROUGHLL Y INTO SUBGRADE. AREAS TO RECEIVE LAWN TO HAVE AN ADDITIONAL APPLICATION OF COMPOST TO A MINIMUM DEPTH OF 2". COMPOST TO BE ROTOTILLED THOROUGHLL Y INTO TOPSOIL TO A DEPTH OF 6". jTREE TYPE /-\t'\i CALIPER @ DBH I ( Fo 1~ SIGNIFICANT TREES TO BE RETAINED 2. ALL NEW AND EXISTING PLANnNG BEDS TO HAVE FINE BARK MULCH TO A MINIMUM DEPTH OF 2". ~12 SIGNIFICANT TREES TO BE REMOVED TREE TYPE ABBREVIATIONS 3. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED BY THOMAS THOMPSON AlA. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE SITE PLANS WHICH MAY REQUIRE ADJUSTMENT OF DESIGN. 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE INFORMA nON. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATERIAL. 5. NO PRE -EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE DURING THE FIRST YEAR WARRANTY PERIOD. 6. ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC IRRIGATION SYSTEM. REFER TO IRRIGA nON PLAN, SHEET L -2. 7. ALL PLANTING BEDS NOT SHOWN TO RECEIVE GROUNDCOVER TO HAVE 4 OZ. WEED BARRIER FABRIC. DEWITT WEED BARRIER (1-800-888-9669) OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO LANDSCAPE SPECIFICATIONS. 8. SHRUBS LOCATED IN FRONT OF STALLS TO BE PLACED A MINIMUM OF 30· FROM BACK OF CURB. 9. REFER TO SPECIFICA nONS FOR FURTHER INFORMATION. WALGREENS LES SCHWAB F DOUGLAS FIR M NORWAY MAPLE A RED ALDER EXISTING SHRUBS TO REMAIN LANDSCAPE CALCULATIONS LANDSCAPE CALCULATIONS TOTAL PARKING STALLS: REQUIRED PARKING LOT LANDSCAPE: PROVIDED PARKING LOT LANDSCAPE: REQUIRED PARKING LOT TREE;S: PROVIDED PARKING LOT TREES: 47 1,150 S.F. (25 S.F./STALL) 2,470 S.F. 8 (1 TREE/6 STALLS) 8 TREE RETENTION CALCULATIONS TOTAL SIGNIFICANT TREES (6" CAL.<): REQUIRED TREES TO BE RETAINED: TREES TO BE RETAINED: * EXCLUDES EXISTING DEAD TREE *9 1 (TOTAL SIG. TREES X 0.05) 4 TOTAL PARKING STALLS: REQUIRED PARKING LOT LANDSCAPE: PROVIDED PARKING LOT LANDSCAPE: REQUIRED_,PARKIN_G LOT TREES: PROVIDED PARKING LOT TREES: LANDSCAPE PLAN o 10' 20' 40' 80' ~ I I I SCALE: 1" = 20' -0" 46 1,175 S.F. (25 S.F./STALL) 830 S.F. 8 (1 TREE/6 STALLS),,- 7 CERIlACATE NO. 501 .. 01 c c c o 0. architecture entitlements ~ c " E " OJ o c o E Thomas Thompson AlA tsq@att.net cell: 206-409-0755 ph: 360-629-3985 fax: 360-629-5435 29619 15th Avenue NE Stanwood, WA 98292 Consultant L A Landscape Architecture Site Planning Irrigatioll, '--~--' 16630 30th Dr. S.E. 801hell, WA 98012 phone (425) 417-4609 fox (425) 486-1564 Project Revisions Permit Submittal 1/7/08 C.O.R. Comment 4/1 /08 Permit Submittal 4/30/08 -Bid-Set'5/19/08-'--.-' >-z « a.... 6 U 06 Z o (/) o w (/) a.... .....J .....J :r: a.... 1-Permit resubmit 7/16/08 File No. Drawn CB Checked CB Date 1/4/07 Sheet L-1 LANDSCAPE PLAN DEVELOPMENT PLANNING CITY OF RENTON JUL 2 1 2008 RECEIVED NEIGHBORHOOD DETAIL MAP- from: KING COUNTY ASSESSOR MAPS ''', ,< < ~. <i~": '%J7f .), " , :iY, / l~ 0 i ~ {;C0i , ,> I ~~ , > ,> > > , :<.: '-. //, '"!. ~;( ,.< ;t, «, 1 , ' (;':;';'i :;, : -... ~" ... ' U.S. POST OFFICE <~ :::: .~ " ,MARTIN'S ACRE j) '",-, J".: 'j?-q;. ;>j~~, :~:-lj; ,! TRACTS UNREcr;~ '" ~ ,: .,': OC'2.Q " ':' 'rpAt~'; ~. " " KCSP107906!) 80020407<i4 :::11; = ',' i,)., t.>" S'OO 'J I I ,:!';U ; '£.01 () 2t.J' ) ,.' "L " , "'>.~ Z n;" 1(C. Sf'. a7807~ 77()11!lOE!Q1 , ;' OJ c c c o 0. architecture entitlements ~ c " E " Ol o c o E Thomas Thompson AlA tsq@atLnet cell: 206,409-0755 ph: 360-629-3985 fax: 360-629-5435 29619 15th Avenue NE Stanwood. WA 98292 Consultont Project Revisions SITE REVIEW SUBMITTAL 12-28-07 File No, Drawn Checked Date Sheet >-z « 0.... 2 o u 00 z o V) o w V) 0.... ...J ...J I 0.... NDM FEr.] 1 ~ 1C,!l~ i:IEC,2;i\JEIJ SOMH RIM=400.97 12" CONC E=397.14 12" CONC W=397.14 S5MH RIM=401.31 8" PVC N=391 56 8" PVC 5=391.53 8" PVC E=391 58 8" PVC W=391.50 FNO FINISH NAIL IN CONC IN CASE -CITY OF RENTON SURVEY CONTROL NO. 1503 NW CORNER SECTION 15 SIGNAL POLE CB lYPE I RIM=401.0D 12" CONC E=399.1O 12" CONC 5=399.10 12" 01 W=399.10 SIGNAL POLE CB lYPE I RIM=400.29 8" CON NE=399.09 POWER POLE w/LUMINAIRE w/UG DROP 1 CB TYPE I RIM=404.0B 8" CONC E=401.48 12" CONC N=400.45 12" CONC 5=400.45 SSMH RIM=405.16 8" PVC N=395.1 8" PVC 5=395.18 SSMH RIM=405.4 7 8" PVC N=",o.'IZ 8" PVC 5=395.49 8" PVC W=395.80 \ 16 15 PEDESTRIAN SIGNAL BOX SIGNAL POLE SIGNAL BOX CB lYPE I RIM=398.30 12" CONC E=394.35 12" CONe W=394.40 CB TYPE I RIM=396.62 12" CONC E=394.42 12" CONC W=394.42 8" CONC N=394.62 , 0' UG ELECfRIC~ .' , ' •• ' .' • ( ESMT. REC NO.4 ' ~ • .. V .~~~;-:84~1~11~60:5~67~~,,~~~~~~ •• CB TYPE I RIM=404.06 I ~~:::~--8" CONC W=401.49 '" 8" CONC E=401.49 ~:w;...-STAIRWELL .,,"-"'en DRAIN EXISTING LES SCHWAB BUILOING POWER METER w/BOLLARDS POWER POLE w/UG DROP I I RIM=403:IV 12" ADS E=397.03 12" CMP W=397.03 4" PVC S=398 03 DRAIN RIM=40340 CHANNEL=403.09 PVC W=403.05 4' SOMH RIM=396.61 " CMP 5SE=386.01 24" CMP N=386.01 12" ADS NE=387.01 / SSMH RIM=394.90 " CONC E=376.90 24" CONC W=376.62 CB lYPE I RIM=391.83 12" CMP E=38993 ~~~~L-6S-___ -SS--__ -Jr~ __ ~OT FOUND::;* H!!Ei'1il 50MH 72" RIM=391.55 , ADS S=382.66 36" ADS E=382.66 SDMH 48" RIM,396.02 24" CMP N=309.29 10" CMP SW=392.27 TOP RISER=303.50 15" GATE 5=309.52 SDMH 54" RIM=397.30 "TIj,'fj----48" CMP NNW=384.90 I ' 48" CMP SE=384.90 12" ADS S=385.1O 12" ADS N=389.00 IE 48" CMP W=384.53 STANDING WATER SILT FNC @ TOP TAX PARCEL ND. 51821 DDD2D LEGAL DESCRIPTION NE 4TH Sf r~ PARK Vicinity Map No 8cala TAX PARCEL NO. 518210-0008 (RT11057826) z '" SIT THE SOUTH 140 FEET OF THE NORTH 182 FEET OF THE EAST 160 FEET OF THE WEST 190 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, RECORDS OF KING COUNTY. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON TAX PARCEL NO. 518210-0009 (RT11057801) LOT 1 OF SHORT PLAT NO, SH-PL -084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001. (ALSO KNOWN AS LOT 1 OF LOT LINE ADJUSTMENT NO. LLA-011-88, RECORDED UNDER KING COUNTY RECORDING NO. 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NO. 518210-0016 LOT 2 OF SHORT PLAT NO. SH-PL -084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001. (ALSO KNOWN AS LOT 2 OF LOT LINE ADJUSTMENT NO. LLA-011-88, RECORDED UNDER KING COUNTY RECORDING NO. 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NO. 518210-0010 LOT 3 OF SHORT PLAT NO. SH-PL -084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001. (ALSO KNOWN AS LOT 3 OF LOT LINE ADJUSTMENT NO. LLA-011-88, RECORDED UNDER KING COUNTY RECORDING NO. 8810119002). SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S NOTES , ,\ . )" ,/ ... 4"':~·:o :~'~~~_~ '. '.' 1. THE BEARINGS \Stl0WN HERE ON REFER TO WASHINGTON COORDINATE SYSTEM NORTH ZONE AS ~-'~'""'~"'-~-' • ~ ,,"" '."~-. _d PUBLISHED B1lT8E ,CITY OF RENTON AND ARE BASED ON CONTROL MONUMENTS # 1503 AND # 1851, ~~0~~:i~§!;~0;EA~~SEMENT REC. NOS. : & 8810261102 / 1/2" REBAR/CAP CB TYPE 2 48" ROUND LlD=398.87 12" RISER 12" CMP GATE N=389.67 TOP RISER=395.57 36" CMP S=389.53 12" ADS W=389.72 BODOM STRUCTURE=385.68 ,,,,' o 15 30 60 t4 j I SCALE: 1"'30' .H,~VI~9"A.,B,EA~~fNG OF S 88-02-10 E. NAD 83/91 .. '\ 2. VERTICAL DATUM IS NAVD 1988. BENCHMARK IS CITY OF RENTON CONTROL; POINT #1503. ELEVATION ~ 401.02 FEET. I , , 3.ALL TITLE INFORMATION SHOWN ON THIS MAP FOR TAX LOTS NO. 5182100008 AND NO. 5182100009 HAVE BEEN D(rRACTED FROM LAND AMERICA COMMERCIAL SERVICES COMMITMENT NO. RT -11057801, DATED JULY 25, 2007 AND RT-11507826 DATED JULY 25, 2007. IN PREPARING THIS MAP, BARGHAUSEN <ONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN qONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. BARGHAUSEN CPNSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON LAND AMERICA'S REPRESENTATIONS OF THE TITLE',S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, IN~. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. PLOTTABLE EASEMENTS ARi SHOWN. 4 PROPERTY AREA ~ TAX PARCEL NO. 5182100008 ~ 22,404 ± SQUARE FEET (0.514 ± ACRE) " TAX PARCEL NO. 5182100009 ~ 27,104 ± SQUARE FEET (0.622 ± ACRES) TAX PARCEL NO. 5182100010 ~ 33,592 ± SQUARE FEET (0.771 ± ACRES) TAX PARCEL NO. 5182100016 ~ 21,284 ± SQUARE FEET (0.489 ± ACRES) TOTAL ~ 104,384 ± SQUARE FEET (2.396 ± ACRES) 5. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 5182100008, 5182100009, 5182100010 AND 5182100016 6. ZONING: COMMERCIAL ARTERIAL,(CA). RENTON WA. , 7. FLOOD ZONE DESIGNATION ~ X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAiN, ACCORDING TO: FLOOD INSURANCE RATE MAP, ("FIRM") N053033C0981 F EFFECTIVE MAY 16 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). 8.UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE ,\~t;:::::~~~~;;;~~i;~~~~~~~:f;2?:~~ ,)' 36" CMP N=390.26 ,,,,. 12" CMP W=392.36 iiil;~~~;;~~:ii~~5~~~;~"~!~fj~::,:::;~'·.;'tB TYPE 2 48" ROUND LlD=398.46 ~ x 12" CMP NW=392.36 LEGEND OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HERE ON. UNDERGROUND UTILITY LOCATIONS SHqWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT ~'N~~R~~~~~N, t~~~~'~~SUTI~I~W~OCA:~~~S ~~T ~~~ C~~J~IN B~~~DS Tf:ENCU~~~SM N~TuiL~gW~Ecg~~sE BARGHAUSEN C;ONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. FND MON IN CASE w/COPPER PIN SET IN CONC CllY OF RENTON SURVEY CONTROL NO. 478 FND 1/2" REBAR/CAP TAX PARCEL NO. 51821 DDO 13 o o POWER VAULT LUMINAIRE (LUM.) LOT LIGHT POWER METER POWER POLE (PP) JUNCTION BOX (AS NOlIO) TELEPHONE MANHOLE CATCH 8ASIN (C8) STORM MANHOLE (SDMH) STORM DRAN CLEANOUT (SDCO) SANITARY SEWER MANHOLE (SSMH) o SANITARY SEWER CLEANOUT (SSCO) [QJ GAS METER G'I [XJ GAS VALVE ~ WAlIR VALVE (m) $ WAlIR MANHOLE (WMH) M FIRE HYDRANT (FH) EE WAlIR METER (WM) -D-SIGN ® MONITOR WELL ,-~r> OIRECTION OF VEHICLE TRAVEL C'r---SIGNAL POLE (sp) ~ HANDICAPPED SPACE SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) ASPHALT 1 " ~ -I CONCRETE "-'~~.....J -w--w- ss-- SD --T(UG)-- -P(UG)--- ---P(OH)- --x D- WATER LINE SANITARY SEWER LINE 5TOR~ DRANAGE LINE TELEPHONE UNDERGROUND POWER UNDERGROUND POWER OVERHEAD CH~NLlNK FENCE SILT FENCE DYRPM DOUBLE YELLOW RAISED PAVEMENT MARKER WRPM WHITE RAISED PAVEMENT MARKER EC EXTRUDED CURB VC VERTICAL CURB C&G CURB AND GUTTER CD HC CURB DROP HANDICAP 9. BARGHAUSEN ,CONSULTING ENGINEERS, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. 10. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCT 15TH 2007 ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCT OF 2007 11. .ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 12. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090: ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 13. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PHILLIPS EDISON GROUP ,LLC RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HERE ON. 14. REFERENCE IS MADE TO THE FOLLOWING MAPS: NO. 8810119002, NO. 19990623900005, NO. 7910119003, NO. 8407239001 AND NO. 8609229010 NOTE: TITLE REPORT NOT PROVIDED FOR TAX LOTS NO. 5182100010 AND NO. 5182100016. EASEMENTS SHOWN ARE PLOTTED FROM LOT LINE ADJUSTMENTS AND OTHER RECORD INFORMATION. BARGHAUSEN CONSULTING ENGINEERS HAS NoT VE" 01':,;,' ~n Pl '\rI: I:)' CONDUCTED ANY 'FURTHER RESEARCH. eli Y OF HEN: 0.·: FEB 132008 " :~ '" o z •• ... o u. > Z <C D.. ::::E o o c Z <C Z o en -c w en D.. -...I ...I -::c D.. ~ ::c I- ~ o en o o oo:t I-en <C W 10 r--.. ..... z o I- <!l z ::c <C I- ~ ~ > I--o w ~ <C ....J I- ....J <C en :s ~ ,,0 0'" .~ .11 0_ I 31 31 I; "0 ~ 0 " > -13 e Q) " c. _ .c Q. 0 Z U <c( C 0 ~------------------~~ W Cf) .w <00 z> zoe Zw ~Cf) o..:;;;! or ~~ z -0 <Ooe z--> oez t;jw z --<0 <Oz z-w~ o=!oe >::0 OCf) I Dc: 2' « N o o co o o N ;0- '" o 0.. o c- c-' :0 ~ o o ~ o .,. N n "f ~ ~ w ./ t---------,---------~ ~ N ~ n ./ " o '0 25 ~) ~ 0.. ~ l ________________________________________________________________________________________________________ ------------------------------------------------------------------------------------------------------------------------------------------------------------~----------------------------------~·~"f~~'~·r-T"i·t-~·','--;..~~~~~~~~~~--------~--------~~ j ~U,.aft.J.If.A 11 b~ -- ---. 01-04-2008 (0101) SHOW STRAIGHT ENTRANCE PER PA. SHOW BALER IN PLACE OF CARDBOARD COMPACTOR. 1'-1" WALLS PER PROJECT ARCHITECT. ,;-,,~,- , ';,-. @--I---+-+ SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION & POSITIONING OF COMPACTORS & COMPACTOR/TOTE ENCLOSURE E 1 PATIENT SERVICES AREA ,r_, , , \,-~'NH ON SHELF @ T-11"AFF CD f-ly: r-..O ;;;'0 ul-~Vl o z > w u W 0:: --.J « r::t: W Z W C) '" W N W W '" u.. CD '" CD '" o "' Vl '" 1 LANE DRIVE-THRU SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF AWNING 2 ~LlNE OF CHANGE I j....' .:;;;:.,..j rr~;8-11 , , rr----T1 : I 38 I: ~ w n ~ I I df- I . CD co I co "' N N N " I CD CD "' "' 19366 R G N N N '" , 38 , I MOUNTED) .'-;, . .. .. ~-~~-.. I #38 I .. ---~-.. : #38 I ..~--~~ .. [ID Q!J ". ,j GENERAL SALES . PROVlOE; .. SEISMIC ADAPTERS AS REQUIRED BY CODE--& 3 LOCAL ORDINANCE LINE OF FLOORING CHANGE ~~~~ "'--"i--t-==---.::2-;;;;;-;;OF~FLOORING CHANGE #38 \ ELECTRICAL EQUIPMENT IillQM COSMETICS =. 4 , ~ SOFFIT @ 12'_OR AFr __ ---i S = .,~I ~0 "l"N:)IS : -u f5 =.: ~CJ , ~Q , Z , 0 , ~ =.1 -::it 7'-6"ArF -----------------~~------- CANOPYS OVER @ 12'-0" AFF~ -- ;, , '"' • A.D.A DOOR CLEARANCES ::;;t: b""::::: ::: 1'-6" .' ~ b -:-:'. 1 '-0· ,;. .. ::1: ... '. ) ; ,,,, " ' INTERIOR HANGING SIGNS GENERAL SALES AREA: ALL SIGNS AND AISLE MARKERS@ 10'·6" TO BOTTOM OF SIGN UNLESS OTHERWISE NOTED. SIGN "'L"' LlaUOR / THANK YOU SIGN 'T" STORE HOURS SIGN SIGN "GC" GREETING CARD SIGN SIGN "0" DOWNTOWN CHECKOUT LANE # SIGN "CA"' CALIFORNIA ACCESSIBILITY SIGN (8'·0"' TO BOTTOM OF SIGN) PHARMACY DEPARTMENT: REFER TO FIXTURE PLAN FOR REQUIRED SIGNS SIGN "P" 11' DIA. X 4'H LAM LITE PHARMACY SIGN i (8'·6" TO BOTTOM OF SIGN) ,~G~,:9:: :,,,·J;'9NSULJATION \(IINDOW.:, . ". ·SIGN "TX" '--T:-"A~ S. - ' rSIGN "'ADA" SYMBOL OF ACCESSIBILITY ~TTACH SIGNS TO UNDERSIDE OF CASED OPENINGS. IREFER TO FIXTURE PLAN FOR SIGN LOCATION. PROVIDE (2) HOLLOW WALL ANCHORS PER SIGN. i~~~EtF~~~E~~~~O~~~B~I~~I~;,~~~~~OR HANG I GENERAL NOTES GENERAL SALES AREA: , 1. PLEASE PROVIDE PROPER A.D.A. CLEARANCES ON BOTH SIDES OF ALL DOORS ,2. MIRROR ON REAR WALL 3. COSMETIC CORNICE , 4. SALES AREA CORNICE (FIXTURE MOUNTED) '5. PHOTO CORNICE (FIXTURE MTD UNLESS NOTED) 6. CARPET TILES & DESIGN LINKS FURNISHED AND INSTALLED BY WALGREENS (WHEN SHOWN) , 7. MASTER·BILT REACH·IN REFRIGERATION: MODEL TEM· ENDLESS REACH·IN REFRIGERATORS AND MODEL TEL· ENDLESS REACH·IN FREEZERS (ADD 2" AT EACH END. FOR END PANELS) A. TEM·3·24: 74 1/4"W X 37 3/4"0 X 80"H B. TEL·3·24: 74 1/4"W X 37 3/4"0 X 80"H BMG/BLG SERIES· SELF CONTAINED REFRIGERATORS AND FREEZERS C. BMG·74: 78"W X 35 3/8"0 X 79"H D. BLG·74 7B"W X 35 3/8"0 X 79"H 5MB SERIES· SELF CONTAINED SLIDING DOOR REFRIGERATORS E. 5MB·580: 70"W X 32 1/4"0 X 76 1/TH BACK·UP REFRIGERATORS AND FREEZERS F. TAC·48HD: 52"W X 35 3/4"D X 80 112"H G. TAF·48HD: 52"'W X 35 3/4"'0 X 80 1/2"'H B. MASTER·BILT WALK·IN COOLER: PROVIDE 9 #1 OOOR COOLMASTER DOORS 26 314"' X 73"' EACH AND 6 #100FR FREEZEMASTER DOORS 26 318" X 73" EACH BY ANTHONY A. _ DOOR(S): FOR EACH DOOR PROVIDE (7) _'0 BEV·O·FLOW GRAVITY SHELVES; UPPER (5) WITH SLIDES AND LOWER (2) WITH ROLLERS COMPLETE WITH UPRIGHTS B. 9 DOOR(S): FOR EACH DOOR PROVIDE 36"'0 B·O·F NYLA·LlTE SHELVING SYSTEM C. _ DOOR(S): _'0 ROLLER CONVEYOR AT FLOOR LEVEL D. 6 DOOR(S): FOR EACH DOOR PROVIDE 27"0 ANTHONY SHELVES E. _ DOOR(S): FOR EACH DOOR PROVIDE (2) 27"0 ANTHONY SHELVES AND (4) 36"D MERCHANDISER SHELVES F. _ DOOR(S): _'0 DOUBLE DECK ROLLER CONVEYOR 9. ICE CHEST BY VENDOR 10. CART RAILS W/ DISPLAY SHELF & SLAT WALL ABOVE 11. PROVIDE A 6"H BLACK VINYL BASE AT ALL CHECKOUTS 12. ELECTRONIC ARTICLE SURVEILLANCE SYSTEM PHARMACY DEPARTMENT: :13. PATIENT SEATING AREA: (61 SEATS & TRAFFIC CONTROL FIXTURE ;14. PROVIDE FRAMING FOR 3'';;''W X l'H OPENING FOR Wa.LgIC e e,H4., FACILITIES PLANNING, DESIGN, & ENGINEERING 106 WILly10T ROAD DEERFIELD, IL 60015-5105 PROJECT DATA TYPE GENERAL SALES • FOOD MART • NEW LOCATION NEW LOCATION EXIST'G BLDG REMODEL • PHARMACY • SECURITY [II D 1 HOUR PHOTO • 24 HOUR STORE D D LlaUOR D OTHER D 'SQUARE FOOT AREA SUMMARY DEPARTMENT GEN SALES NEW EXIST'G FOOD NEW MART EXIST'G NEW RX EXIST'G RX NEW WAIT'G EXIST'G SALES 9247 900 728 345 TOTAL TOTAL STOCK SERVICE EXIST'G NEW 1832 1333 12.412 900 728 345 1HOUR~N~E~W~+-__ ~4~35~ ____ ~ ______ +-____ ~ ___ 4~3~51 PHOTO EXIST'G NEW LlaUOR ~=~+---+----+--+---+---I EXIST'G NEW BSMT EXIST'G 2ND NEW FLOOR EXIST'G TOTAL NEW 11,655 TOTAL EXST'G TOTAL AREA: FIRST FLOOR TOTAL AREA: OTHER LEVELS GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: RX SHELVING LINEAL FEET: 1832 1333 14,820 ____________ .t;14t,;,8;U21,(0 Sa.FT. OSa.FT. 14,820 sa.FT. 93 LN.FT. FUTURE DROP·OFF WINDOW :15. COMPUTER TERMINAL f"""11;A:JNTERCOM PLUS ,TERMINALd",::; :"' .. ,c:':,. :' 0, .. ; f-',,"",,,,~~~---j---j--------,c-'--:----+--.-j ~ 15C~TRAINiNG TERMINAL (IN TRAINING ROOM) parking C 1-lane dri~hru rx parking a ~: g>"'~'.' .. "S;. ::,~, ii' ,. c ::::J ~ ...• ·:·.:.~.Io.n'Cf signage KEY PLAN NOT TO SCALE . ..... NE 4th Street ~ FOR REFERENCE ONLY: SEE CONTRACT DOCUMENTS FOR DETAILED SITE PLAN TOTAL BY LINEAL FOOTAGE FRONT WALL SHELVING (INCLUDE 54W HIGH WALL AT PHOTO) COSMETIC WALL SHELVING REMAINING WALL SHELVING (BACK & SIDE WALL, RX SEATING) BACK GONDOLAS FRONT GONDOLAS HALLMARK SHELVING COSMETIC GONDOLAS COOLERS FREEZERS EXECUTIVE APPROVAL SENIOR VICE PRESIDENT FACILITIES DEVELOPMENT 1358 LN. FT. 69 LN. FT. 75 LN. FT. 95 LN. FT. 594 LN. FT. 336 LN. FT. 120 LN. FT. 36 LN. FT. 20 LN. FT. 13 LN. FT. DATE .16. RX SINK AND CABINET 'r7. CRX CABINET ,18. RX REFRIGERATOR 1 19. PROVIDE A CARPETED FLOOR WITH RUBBER RUNNERS. RX UNDERCOUNTER INSERTS: , #1 . RX 3 DRAWER VIAL INSERT #2· RX 3 DRAWER FILE INSERT #3· RX OPEN INSERT #4. RX CONSULTATION COUNTER UNIT #5· RX PRINTER INSERT #6· RX 5 DRAWER FILE INSERT #7· RX OPEN INSERT WITH CPU SHELF (39"'H CNTR) #7A· RX OPEN INSERT WITH CPU SHELF (34"H CNTRI #8· RX OPEN CABINET (39"H CNTR) #SA· RX OPEN CABINET (34"'H CNTR) #9· RX 10 DRAWER FILE CABINET .OFFICE: 20. PROVIDE TILED FLOOR & VINYL WALLCOVERING 21. UNDER COUNTER SHELF UNIT 22. PRINTER 23. LATERAL FILE 24. OFFICE COMPUTERS 24A: P.O.S. TERMINAL 24B: AS400 TERMINAL . 24C: OFFICE P.C. 125. TILL LOCKER 26. SAFE 27. TV & VCR (IN TRAINING ROOM) !STOCKROOM: 128. NEST-A-FLEX CONVEYOR '29. GRAVITY CONVEYOR 30. POWER ROLLER CONVEYOR 31. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION & POSITIONING OF COMPACTORS 31A: TRASH COMPACTOR 31B:BALER 31 C: CARDBOARD COMPACTOR 'EMPLOYEE ROOM: ;32. EMPLOYEE LOCKERS: (1) 48''W COAT LOCKER W/ PERFORATED DOORS. (6) 6 TIER BOX LOCKERS & (21 ADA LOCKERS W/ SAFETY VIEW DOORS ,33. 6··0"'W X 2'·2"'0 EMPLOYEE COUNTER W/ (1) CABINET 34. EMPLOYEE ROOM REFRIGERATOR (PROVIDE 32" CLEARANCE WHEN NEXT TO COUNTER) 35. EMPLOYEE ROOM SINK (IN COUNTER) 36. 5'·0"' MIRROR CENTERED ON WALL ABOVE COUNTER MISCELLANEOUS: '37. "E"· ELECTRICAL OUTLET FOR FUTURE USE :38. VENDOR RACKS: REMOVE BASE DECK & SHOES; (END PANEL TO REMAIN) :39. PROVIDE OPENING FOR ONE·WAY GLASS (SEE INTERIOR ELEVATION FOR LOCATION) 40. NEWSPAPER RACK BY VENDOR 41. PICTURE CARE PLUS TERMINAL FIXTURE LEGEND G 1B18 36 66' ,GONDOLA D. W. H. ALL OTHER FIXTURES '(EA. SIDE) ARE TYPICALLY GE 18 39 66' SENIOR VICE PRESIDENT STORE OPERATIONS ..< 0 .GONDOLA D. ;. " END W. H. CALLED OUT DEPTH BY WIDTH. EXAMPLE: DT 30 48 DISPLAY D. W. TABLE f<? : WS 18 36 84' W. H. NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL ___ ---j I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 12497 PROJECT NAME WALGREENS STORE (SEC) UNION & FOURTH RENTON, WASHINGTON CADD PLOT: DRAWING TITLE FIXTURE FLOOR PLAN SCALE: 118"-1'..()" DRAWING NO. 12497 ·D1·01·04JAN08 DRAWN BY: VOID PLOT: 01 J. SUS DATE: 01/04/08 VICE PRESIDENT STORE OPERATIONS ~ 'WALL D. 1-~~~~~~~~~~~~~t-____________________ ~ __________ -, ____ -L ______ -+~S~H~L~V2G~ ____________ ~ ________________ ~ 'ACCESSIBLITY REQUIREMENTS MAY SUPERSEDES VARY WITH LOCAL JURISDICTIONS REVIEWED BY: A.H. S.T. 'DOES NOT INCLUDE STANDARDS, WOOD GROUNDS PLAN DATED: & APPROACH TO DOOR SWING 01/07/08 01/07/08 OR FINISHED END PANELS REVIEWED BY: OF DWGS. TOM 1/6/2006 H);33 AM 1:1 C:\DOCUMENTS AND SETTlNGS\TO~\MY DOCUMENTS\pHILJ.IP EDISON\RENTON\WALGREENS\D-1 OF 01-07-08\12497-D1-01-04JAN08 , , " o o z rn o ~ ~ ~ w ~ ~ ~ ~ w ~ ~ ~ w ~ 6 ~ ~ 3 o. w '< 0 t; ~ ~ o 0.. " Cl ~Z U) -'" 00 .... 0 ;;: ~~ . 2 ~Z .0 :J ~~ a.. U~ ....... 01 <:: "0 ':; tIl ....... 01 C ,,," 11 <:: "4 c 0 a:: _ ". , 0_ ro' ~ill 0- ~~ :J;;. ~~ ~" 50 >" c 0 I I I : t-i---,--!----T-- 1-+-j_-t-t __ ~1 -I o z SITE DATA: 1. TAX H: 5182100008 & 5182100009 2. SITE AREA: 1 .14 AC 3. EXISTING USE: 5182100008 -VACANT EXISTING USE: 5182100009 -BROWN BEAR CARWASH 4. PROPOSED USE: WALGREENS 5. EXISTING ZONING: CA (COMMERCIAL ARTERIAL) 6. PROPOSED ZONING: CA (COMMERCIAL ARTERIAL) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: CA (COMMERCIAL ARTERIAL) 8. PROPOSED COMPREHENSIVE PLAN DESIGNATION: CA (COMMERCIAL ARTERIAL) 9. REQUIRED MIN. LOT WIDTH: N/A 10. REQUIRED MIN. LOT AREA: N/A 11. PROPOSED MIN. LOT AREA: 49.506 S.F. 12. MAX. LOT COVERAGE: 65% IMPERVOUS COVERAGE OR 75% (W/ PARKING STRUCTURE) UTiLmES/SERVlCES SEWER/WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7241 GAS: PUGET SOUND ENERGY 105 156th AVE. N.E. BELLEVUE, WA. 98005 1 (800) 321-4321 POWER: PUGET SOUND ENERGY 105 156th AVE. N.E. BELLEVUE. WA. 98005 1 (800) 321-4321 TELEPHONE: QWEST CABLE: FIRE: SCHOOL: 450 110th AVE. N.E. PREMIS BUREAU, 4th FLOOR BELLEVUE, WA. 98003 AT & T CABLE SERVICES 4020 AUBURN WAY NORTH PO BOX 1048 AUBURN, WA. 98002 CITY OF RENTON FIRE DEPARTMENT 1055 S. GRADY WAY RENTON, WA 98055 RENTON SCHOOL DISTRICT 435 MAIN AVE S. RENTON, WA 98055 LEGEND: -----w-----EXISTING WATER MAIN EXPIRES o A o • EXISTING SANITARY SEWER MAIN EXISTING SANITARY SEWER MAlNHOLE EXISTING FIRE HYDRANT EXISTING STORM DRAIN PIPE PROPOSED SD PIPE EXISTING TYPE I CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN PROPOSED TYPE II CATCH BASIN PROPOSED ASPHALT PAVEMENT PROPOSED RIP RAP PAD PROPOSED CONCRETE PAVEMENT EXISTING CONTOUR PROPOSED CONTOUR File:P:\ 130005\ 13240\preliminary\ 13240-01 ,dwg Date/Time:l /7/2008 4:24 PM Scale: 1" = l' RH ERRON Xref: COVER SHEET WALGREENS NORTHWEST X, NORTHWEST X, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W,M. --~ ------"':--=-- 1"-50' 100 J CONSTRUCllON SE~UENCE: 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG CLEARING LIMITS AS SHOWN ON SHEET C7. 3. CLEAR AND ROUGH GRADE srrE AND INSTALL ESC FACILITIES. 4. INSTALL V-DrrCHES AND STORM SYSTEM INCLUDING DETENTION VAULT. 5. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW AND EX. CATCH BASINS ADJACENT TO THE SITE AS REQUIRED. 6. INSTALL UTILITIES PER APPROVED PLANS. 7. COMPLETE FINAL GRADING AND PAVING. 8. CLEAN NEW STORM SYSTEM. 9. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. f " " " I' I " • , , , , , I , , , , , , , , , , Ii ,: I, I: , , , , , , , , , , , " , !I ,I I: Ii Ii .' !i I' I' I: I: 1: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMrrs TO REMOVE MONUMENTS MAY 8E OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (360) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFIFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. I I I RENTON, WASHINGTON -::=::::-:-_ 323.24' S88'03'12"E 2604.46' (BASIS OF BEARING)--- , I NEW WALLClREENS , STORE : " ,'-' ,", , . : ~ , N • , , , I EX. BUILDING I ' TO REMAIN L_~ ______ ~ ~ ~ -F I---- INDEX OF SHEETS: 01 COVER SHEET C2 PREuMINARY ~ING AND STORM DRAlNAQE PLAN ----- C3 NI;: 4TH STREET IMPROVEMENT PlAN AND PRORLE C4 UNION AVE. NE IMPROVEMENT PLAN AND PRORLE C5 PREUMINARY WATER AND SANITARY SEWER PLAN C6 DEMOUTlON PLAN C7 TEMP. EROSION AND SEDIMENTATION CONTROL PLAN C8 CONSTRUCTION NOTES AND DETAILS C9 CONSTRUCTION NOTES AND DETAILS 010 CONSTRUCTION NOTES AND DETAILS n BOUNDARY AND TOPOGRAPHIC SURVEY UTlUTY CONFLICT NOTE: CAl1TION: THE CONTRACTOK SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILrrlES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND sURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCkUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHEI{ OR NOT CONFILICTS EXIST. LOCATIONS OF SAID UTILrrlES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFILICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NE 4TH ST MEIIORI.'L ~ ~ Vicinity Map No Scale LEGAL DESCRIPTION TAX PARCEL NO. 518210-0008 (RTll057826) Z 1'1 srrE THE SOUTH 140 FEET OF THE NORTH 182 FEET OF THE EAST 160 FEET OF THE WEST 190 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILILAMETTE MERIDIAN, RECORDS OF KING COUNTY. SrrUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON TAX PARCEL NO. 518210-0009 (RTll 057801) LOT 1 OF SHORT PLAT NO. SH-PL -084-83, AS RECORDED UNDER KING COUNTY RECORDING NO. 8407239001 . (ALSO KNOWN AS LOT 1 OF LOT LINE ADJUSTMENT NO. LLA-011-88, RECORDED UNDER KING COUNTY RECORDING NO. 8Bl0119002) • SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. THIS "ALTA/ACSM LAND TITLE SURVEY" IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TrrLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICAN LAND TrrLE,ASSOCIATION AND THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS IN 2005. , . 2:'lH~c;,~fAcglfios SHOWN HERE ON REFER TO WASHINGTON COORDINATE SYSTEM NORTH ZONE AS PUBUSHED'I1'f,;JHE CITY OF RENTON AND ARE BASED ON CONTROL MONUMENTS H 1503 AND # lB51, HAVING A BEARING OF S 88-02-10 E. NAD 83/91 \ ' 3. VERTICAL'])AWM IS,N,WD,,J988.BENCHMARKIS CITY OF,RENTON CONTROL; POINT #1503. ELEVATION = 401.02 FEET. ' ~.,;"" ,. .,.".:.,',;' 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM LAND AMERICA COMMERCIAL SERVICES ,COMMITMENT NO. RT-ll057B01, DATED _JULY 25,2007 AND RT-11507826 DATED JULY 25, 2007. IN! PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TrfLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TrrLE IS~UES AFf;ECTI~P THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERE~CED COMMrrMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON ~D AME~ICA's;llEPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS,INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. -~\ ~-. 5. PROPERTY AREA;= 49,519 ± SQUARE FEET (1.137 ± ACRES). :!t -~ 6. TAX PARCh NUMBERS ON THE SUBJECT PROPERTY ARE: 5182100009 AND 5182100008 ., 1:, 7. ZONING: COMMERCIAL ARTERIAL,(CA). RENTON WA. f -:~ 8. FlLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING\TO FL90D INSURANCE RATE MAP, ("FIRM") N053033C0981 F EFFECTIVE MAY 16 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). }! ~~ 9. UTILITIES OjHER tHAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE ,OF THEIR IN.STALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HERE ON. UNDERGROUND UTILITY LOCATIONS SHOWN 'ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAGHT UNES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HERE ON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN') CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. l! f:' t" 1 O. BARGHAUSEN CONSULTING ENGINEERS, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF RECENT EARtH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDrrlONS ON THE SUBJECT PROPERTY. 1: , 11. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCT 15TH 2007 ALL SURVEY tCONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN OCT OF 2007 i' 12. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). : '~:~ ~" , 13. iJHlS IS A F)ELID TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL STATION WAS USED Tq MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN, CLOSURE RATIOS OF THE TlRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 3~2-130-09(j.. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. I '1 j, '.!.. 14·iJH1S SURVEY· WAS PREPARED FOR THE EXCLUSNE USE OF THE PHILLIPS EDISON GROUP ,LLC RIGHTS T9 RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAIMED PARTY WITHOUT EXPRESS ,_"._, ~r'c" P'.'i,';!';'IG RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND/OR THE PROFESSIONAL LANDk''';''/i ot,':b~"()1'1 SURVEYOR WHOSE SEAL APPEARS HERE ON. v' 15. REFERENCE I~ MADE TO THE FOLLOWING MAPS: NO. 8810119002, NO. 19990623900005, FEB 1 ~ :iGJ6 NO. 791011900l' NO. 8407239001 AND NO. 8609229010 li~GE.~VI::iJ) ENGINEER; BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032. CONTACT: ALI SADR, P.E. (425) 251-6222 FECO!Iec:>El FOR APPROVAL By: _________ Ooto: ____ 1 By: _________ oot·: _____ 1 By:---------D.t. _____ 1 o z CD o ""') Ll! ~ In ------------ o o 6 z m o ~ w ~ t-Z Z tH2 ~ 000:00 zt;~:?! W J: 0: ~-------------~~-=-4-~ 1"·30' o 15 30 ~ 1"-------'1 ~~~~ 9 w3= (f) «ZZ-O 3=IOQZ ~ ~ « 1-----------------------, ~WO o:~ ~ (j ~ a:: [L [L « o z STORM DRAINAGE PIPE SPECIFICA 1l0NS ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERL'lLS UNLESS OTHERWISE SPECIFIED IN THE PLANS. 'NO STORM DRAIN PIPE WITH IN THE RIGHT OF WAY SHALL BE PVC. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL· AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCllON (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON -4 INCH THROUGH 14 INCH DL'lMETER PIPE SHALL BE CLASS 52 AND l6-INCH THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-2l.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR FLANGED (6-INCH MINIMUM COVER). B. CONCRETE -4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON-REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH THROUGH 36 INCH DL'lMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COVER). C. PVC -4 INCH THROUGH 18 INCH DL'lMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4-INCH THROUGH 18-INCH DL'lMqER PIPE, WITH ASTM D3034 SDR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHIILL BE PUSH-ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS.···: D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) -6 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X V2 INCH CORRUGATIONS •. 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH .. X -';2 INCH CORRUGATIONS. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DL'lMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COVER). E. HELICAL CORRUGATED STEEL PIPE (HCMP) -6 INCH THROUGH ·361~CHSH.~~~. BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERL'lLS. SHALL BE GALVANIZED AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE pLANS FOR ANY PIPES LARGER THAN 36 INCHES IN DL'lMETER (2.0-FOOT MINIMUM CQYER). F. CORRUGATED POLYETHELENE (CPEP) MEETNG THE REQUIREMENTS OF MSHTO M-294, TYPE S. MIN. PIPE DIAMETER SHALL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS SHALL BE CLASSIFIED AS "WATERTIGHT", WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 32.12 (10.8 PSI) USING ELASTOMERIC GASKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SHALL NOT BE PERMITTED. FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN MSHTO M 294. :r: ~ o (/) CONSTRUCTION NOTES: 1. HAUUNG SHALL BE LIMITED TO HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 2. CONSTRUCTION ACllVITIES SHALL BE RESTRICTED TO TIHE HOURS BETWEEN 7:00 AM TO 8:00 PM, MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 AM AND 8:00 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. NOTE: CONTRACTOR SHALL PROVIDE PROTEC1l0N TO PREVENT SEDIMENT OR SILT-LADEN RUNOFF FROM EmERING STREAM File:P:\13000s\ 13240\preliminary\ 13240-g 1.dwg Date/Time: 1 /7/2008 4:25 PM Scole:1" l' RHERRON Xref: ---- PRELIMINARY GRADING AND STORM DRAINAGE PLAN WALGREENS NORTHWEST x., NORTHWEST x.. SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. SDMH fWk,,4DO.97 "! r eeNG E:""J07,14· 5 1)" VAL )'f·<hl/J4 >:NO FINISH HAH .. IN CONG ·N r:A3[ -eny (T WNTON SUF:VEY CONTROL ~iO, 1503' . --EX. SSMH R,IMc::4QL51 0;" PVC t<",.)91.55 8" I:lv\: :;<';81 .5:S ... 8" F've f>~S915g 8" PVC W",,:dL50 CONe r.>;j99.1 (-; 12" CONe S',,-X'S.16 12" DI W;~_399.1G LCir L!GHT EA3[ (,1i3C;, VENT AlR/WATER DlSPENSER ,. " i I I , , I I I I I I I '" , " , 10 '10 , : x ['J i ~d I , I I I I I CD x w I I . RENTON, WASHINGTON CB TlPE ! :111,\;;.: 300,02 ! 2" CONe 'ih3J4A2 g" COM; U·",,50f,Y? CD iYPi: ! RM~S9~UD 1:2" C0NC (:<1;:14.2,5· 1~" CONG W",394AO 3DMH RiM'"',39~L61 ,")6" QAP :-;:-;i><)86.G1 24" eM? N,od8C,CH -',--,'-, 1'[ AliS HE",:387,(}i '-" " POWER POLE II "'", w /LiG DEC!P II ""''-, , 1; UUH..OlNG i; ;;SDMH,!,TYPE 11-72" SIORM FILTER WITH :5-12" TALL ': CAIRTIRIDGES ,I IN=390.4 OUT=389.0 : I ,I - SSMH it!M:<;;j4,3D 24" CONe [;,'376.90 ?4~ cow; \'i"<Y/C.f? G8 jYh: I RiiA""4D4.DG (( CONe \\·'-·'~C1.'V;· f{' CONe i:> 40 U·S I ~ I LINE CONTIRACTOR TO MATCH EX. " '-4Ul.~",. \ \...39'm-~ = = = = = = ;f~f'1'~CEko Jj:;'; 5~~ ~00~1 0 = = 0" (OhlC [",401.41] 1/ CONe N-"o4-00Af) ~;SMH i':iM",,4{y),1 0 :;( PVC N:::-3H;:i,1 SSHf1 Kik;j;;.:<105A7 [)" FVC k"'395. +2 if PVC S<S85AB .. .. .. \ .. I I I I I I I I ~ r~1 I I I , I ! I , I I I ~ I jji I Ii! I ;;== ------------ o lTUiCH [4-(.4}r1 R!fk:;-;403.4() . (;8 lYPE I R1M"'~-Q.3.12 ! 12" ADS [",-387.03 rt G1,1[' \'1",397,03 I~ C8 4'X-;l: Gr~Xr€""4C,}J1 6'~ PVC [LBO?; -:CP=,-\i)3}) i .. it: UJiOW""40i.tl1 BGTroM 5TRUCTURE,,,,401.01 CL " 3" pvc V'hAOS.05 EX. BLDG. TO REMAIN CD TYi>L ? 48" !f)UND 1..!I)"'4U2.?-') 12" c~p £=396.! 6 4" flV,: N<>9B.95 4" P'VC HE-"'-'39€U:', 4" PV~~ -S<VH~Jn ===========----:::::======== ='-"''-=.=l I. SOMe; Rihi" 304.82 (ADJUST RIM TO NEW GRADE) /' CMP NW'""386.12 43" eMf' SS[",,:386,D8 ... CB TYr'[ ~ RiM""Sj 1.B3 12" eM? E0::38933 SILT Ft-lC § TOP -+_1--j--:tt;rNEW 2' MAX. HIGH RETAINING WALL TAX PARCEL NO. 5 j 82 j(J0020 %IAH 43" I<'M<185.02 (ADJUST RIM TO NEW GRADE) :?4~ CMP N<38S,;'S._ " 10" eMP :w",;';ss2.-2.f,' iDP ;(!Sd~""Yn50 1-'::" GAir S·<5895? SOfclH !i4" In,~,mi)O(ADJUST RIM TO NEW GRADE) :71':-' -~'-._.~ ... 48-~ eMi) NHW=:::84.m} ~ -on - 48" eM? S[",,38~·.9D 12~ AD:) ),-",385.10 ......... -WI:T/DHE~mON VAULT 38'xl40' MAX. W.S. EL=395.5 STATIC W.S. EL=390.5 BOTTOM EL=386.0 "'. eEl "iYP!: 24ft f«)UNO Ui)·""Y)ftSl ",,< l:t i~iSfR " 12-" CMP G/>T£ N,,'d39.E'l "-Hlp ~i("-R-'3'" ""1 IV. ;, -Jt\'~-J -..>,:): :A>" CMP SZ<)3"9.b·5 12~ Ai)':; W:::<.38-9./2 30TTOM 'STRUGTlJRE:m335,G8 G8 TYPE .2 4S~ HOUNO UD",,398.<t6 36" CMP N;;:c,390.26 : Y CMP W·<SDL;)6 i 2" Ci--i!f~ NW<5S2.;)i) c ::\'[' ~):';"'( ~:~ ~'r p~" ,\i' ',; '~i;-':G CITY ;)f-hi~.\\lj\).'J By: _________ Dcte: _____ 1 By: __________ D.t·: _____ 1 By:----------Oat. _____ 1 d z m o -, w Ci " " ..Q :::J Q. "--0> C "lJ :::J Cl "--0> C C C o Q. t;:j Vl t::: '" '" w a. C> z (5 -' 5 w N z o (j) G'i 0:: o z a 1"=30' o 15Re30 1 "-----------",6,O ~_~~I NOTE: SITE UTILl1Y CONTRACTOR TO COORDINATE WITH BUILDING CONTRACTOR TO TIGHT LINE ALL ROOF DOWNSPOUT TO THE PROPOSED ROOF DRAIN STUB PIPE. 0.5' 1.0' PROPOSED ASPHALT ~ PAVEMENT <I EXPIRES 6/11/ :r: I- ~ o VJ PROPOSED SIDEWALK SECTION C-C NOT TO SCALE PROPOSED BUILDING FF=398.0 SDMH RIM=400.97 12" CONC E=397.14 12" CONC W=397.14 SIGNAL POLE FNO FINISH NAIL IN CDNC IN CASE -CrTY OF SURVEY CONTROL NO. 1503 NW CORNER SECTION 15 SSMH RIM=401.31 8" PVC N=391.56 8' PVC S=391.53 8" PVC E=391.58 8" PVC W=391.50 EX. 2" GAS ----EX. 12" W----~---____ _ CB TYPE I RIM=401.09 12" CONC E=399.16 12" CONC 5=399.16 12" 01 W=399.16 WET/DETENTION VAULT 40'x128' SEE DETAIL ON SHEET Cll MAX. W.S. EL=396.0 STATIC W.S. EL=390.25 BOTTOM EL=385.0 CB TYPE I RIM=404.06 B" CONC W=401.49 ~ B" CONC E=401.49 CB TYPE I RIM=404.08 8" CONC E=401. 12" CONC N=400.45 12" CONC 5=400.45 SSMH RIM=405.16 B" PVC N=395.11 B' PVC S=395.18 SSMH RIM=405.47 B" PVC N=395.42 B" PVC S=395.49 B" PVC W=395.BO GRADING AND STORM DRAINAGE PLAN WALGREENS PEDESTRIAN SIGNAL BOX SIGNAL POLE SIGNAL ~OX , , , I , , , , 3: , <0 x w NORTHWEST ~, NORTHWEST )4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON CB TYPE I RIM=396.62 12" CONC E=394.42 12" CONC W=394.42 8" CONC N=394.62 CB TYPE I RIM=398.30 12" CONC l=j"4.J,, __ 12" CONC W=394.40 SDMH RIM=396.61 36' CMP SSE=386.01 24' CMP N=386.01 12' ADS NE=387.01 POWER POLE _lUG DROP II II II I II ---, CB #3, 1YPE Irl-48" RIM=399.85 IE=393.55 FF=398.0 ROOF 8" PVC ROOF DRAIN COLLECTION PIPE (1YP ROOF 21 LF 12" <:,,>~ @ 0.50% CB #4, 1YPE 1 RIM=397.77 IE=394.37 S5MH RIM=394.90 24" CONC E=376.90 24" CONC W=376.62 1\ \'8 \ \ \ \ \\\ \ \ \ \ \ SDMH 54" RIM=394.B2 (ADJUST RIM TO NE\,! GRADE) 36" CMP NW=386.12 48 " CMP 55E=386 8 CB TYPE I RIM=391.83 .0 12" CMP E=389.93 12" CMP W=389.93 MAX. \.. I --l i ADS N=383.15 STANDING WATER SILT FNC @ TOP RIM=396.ok (A~JUST RIM TO NEW GRADE) N=389.29 ' SW=392.27/ 15" I CB #5, K RIM=397.5 . Ii'" IE=394.47· • , i \ ~~~~~~~~~~~~~~:~~~~~~~~!~~~~!~~~i~~~~~':~~, ~~~~.~~~(tWU~~TONEWG~~ "Ii ~ fM7-;---_ 48 CMIl. N~W=3il1l.90 . • ~ 1-_1-__ CMP Si!=384.90 '! '. 1.2% 2" ADS S1385.10 /. \ --.. 8" PVC ROOF DRAIN NElN IE=3107.51 .'. 1 COLLECTION PIPE (1YP.) , ... ~~ 48" CMP W=b84.53 /" \ "'11/ , 27 LF ." ~~~'''" • ,. • • I ." j \ @ 0.50% " ~ •• --\--;Y-----"..::= ____ ~_~ __ ~~ _~ ----- II & 026110: 1\ . I .' ".' -- 1---=-:-!P~t_\;j;g~~:;O:EA~A~SE~~REC. NO~~"'~ • • I '\---\.------ #6, 1YPE 2-4\" ,\ ---- W / SOLID LID .;,.. \ RIM~397.84 \ • "-==..-=_ _ __ 40~.~~_: K:----------1---0-2 -.S-±---Y--0-2-5-±--- ,,, -------j "'-~~~~~I~~~RyGEIR.'TO\Df;, =~ . =="1J..li,,·=~-~~:~:-~~~~~~~'~~z ~~" --j---lljf : , , , , , , , , , , , ~ L~r , , , T= , , , "i I ,,: '" , , , , I , , , , , ~~~~~~~S2~~~~.~r:~~~~~~~~~~~ SAWCUT I"~-~~ CB TYPE I RIM=402.49 12' CMP E=398.13 1"'-_1 n' UG ELECTRIC ESMT. REC NO. 8411160567 L 12" CMP N=398.1 4" PVC SW=398.79 S88'03'12"E 160.03' ....J -/--- TRENCH DRAIN RIM=403.40 CL CHANNEL=403.09 3" PVC W=403.05 EX. BLDG, TO REMAIN -------------==-.. ==-=-t!I= CB 4'X4' GRATE=403.21 6" PVC ELBOW TOP=403.01 IE ELBOW=401.81 BOTTOM STRUCTURE=401.01 CB TYPE 2 48" ROUND UD=402.25 12" CMP E=396.1 4" PVC N=398.95 4" PVC NE=396.25 CB TYPE I RIM=403.12 12" ADS E=397.03 12" CMP W=397.03 4" PVC S=398.03 ======----============------=== =-.='=''''U! IE=387.64 , '. ,.. \ I', \ , \ . \. \ I· CB TYPE 2 48" ROUND LlD=398.87 12" RISER I 12" CMP GATE N=389. 7 • TOP RIS.ER=395.57 I 36" CMP S=389.53 I 12" ADS W=389.72 • BOTTOM STRUCTURE=385.68 CB TYPE 2 48" ROUND UO=398.46 36" CMP N=390.26 12" CMP W=392.36 12" CMP NW=392.36 .', . \ , \ ~,.. ~ .\ , \ \. ." , " . ,. .\ \ \ . \ \ ·1 I I .1 I I I .1 ! , , ., , , DEVELOPMENT PLANNING CITY OF RENTON JUL 2 1 2008 RECEIVED RECOMMENDED FOR APPAOVAL By: __________ Ooto: ____ _ By: __________ Oote: ____ _ By: __________ Oot. ____ _ GRADING AND STORM SHEET C2 d z m o """) u.i o a:i File:C:\Documents and Settings\Tom\My Documents\Phillip Edison\Renton\Consultants\Barghausen\from Barg 07-09-011 Re-Submittal on Civil\engineering\ 13240-g1.dwg Dote/Time:7/18/2008 4:05 PM 5cole:1.051264 TOM Xref: ----,{', .... , --V.I I ~ t: ------------------~-_____c,'.~t::.;,,~·~ •. ~ .. \-----c::-~~~;J~I,;.eI~-- , i \ \ ,,'. '.,c,,', ., ~\ . .:. .-,' (, '-- o o o z w o ~o i. Q) o z o iii ~ a:: o z NE 4TH STREET IMPROVEMENTS PLAN AND PROFILE WALGREENS ~I NORTHWEST ]i, NORTHWEST ]i, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON If=h:Ei-s;;J /. . 1"=20' SURVEY CONTROL NO. 1503 >,,"," "('R'>.loR· <'F('Tln,' 1" ! '~ \h! ld. ____ , .. '-" v11 ,oJ SSMH R!M40 L31 1 ,~,j ('('\""" I'" 7"r,"" I. ,,)I\h~ ~.::::.:,)~j;;1. 1 t) "12'1 CONe ):;;;;599, "16 "1 tl D~ W:-::399o'16 P(J'NER C8 TYPE RIM~~j9a,jO w/UG Dl\OP' {'IC"·';i\iAi I I ' ,) ., I " ,_ .. ...... ..,..... .1It.. • .••• MATCHLlNE, SEE SHEET C4 , ,~' 395.··.·· . . . . . . . : ' . . . . . . . . . . : . . . . : . 390 . . . . . . . . . . : . I I/./. II ',-I I /.///. II ", I I/./. II "" I I /.,y/. II ",-II/./. II ' I I/./. I "~ II ,;/ II ~ II ~. ~ '3--~~;;~==~' :' " ~ , , -II '-\ P(OH) I , , \\ \\ \ \ \ \ \ -\\ SSMH rnj:::·.3~j4,90 " ~)) "'faJr, C' '7 --; '" n ,", !.'t \~cU!\1,", L.::~,);f),~1U ?cli> (:()NC W·-=:j/O.G2. , ~ ~, .:-. " \ \ \ S88'03'1~~E: Z60~k46' (BASIS OF BEARING) LINE MATCH EX. EX. WATER METEW" , TO BE RELOCATED,,,'O:I AND USED PER) x NEW BUILDING . . . . . . . . . . : . . . . . . . . . . : . . . .... , ................. . . . : 5S UST RI~ TO ~'Ew GRADE) 55 ~=f==-'''' +---..... .,----€S€S~--__t__SS!'I__ RIGHT OF WAY CENTERLINE ~I-______ ""'_' ..:;'5",0,-' ..::H""ALoeF--'R.::cIG"'H"-T--'O"-F_W"'A"-Y _______ -i EXIST. 42' HALF RIGHT OF WAY EXIST. '42' HALF RIGHT OF WAY 8' R.O.W. EXIST, 30' ±13' ±11' ±12' EXIST. LANE EXIST. LANE EXIST. LANE EXIST. ASPHALT PAVEMENT EXIST. 4" WIDE YELLOW PAINT (TYP.) DEDICATION ExisT •. ,30:±. 12'± 5' ,~ . I 13'± NEW ASPHALT \1\.""" ±11" I'13' I 12' SIDEWALK EXIST. LANE "EXIST. LANE NEW LANE "" ""'UI ',.c..' l ~5" -~,,-==-c::)c='~'" ~~-~ii~~lfr2~%~~r;~~'w '~~-i~; " THICK CONC. SIDEWALK PER KCRS DWG, #8 '-(~ONC .. VERTICAL CURB & GUTTER PER KCRS DWG. #9 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE SAWCUT EXIST. PAVEMENT , I 1 1-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE '---2-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE NEW 4" WIDE YELLOW PAINT i J NE 4TH STREET, SECTION;!A-A NOT TO SCALE .................... -,;' " . . :' . . ; . . . . . : . L-__ GRAVEL BASE CLASS '8' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SECTIONS 4.02 & 4.03 K.C.R's.) ····················400 ........ 390 . . . . . . . : . < •• EX, GROUND AT ¢.R/W4 ..•...... · . · . . . .......•...... 385 . ... . ................................. ....... ..... . ...... . .. -~~~~~~~--~-~--------. ---r" .~. ·······················~·········~~···~···~···~··~T--~-~-.--~~-.-.~--~-~ .... "' .. ~.~. I····-·-·~·--~-·-·~···-·--~--"'~--......... [ ·······-···-···~·-~~·~~--·-~·--·---'--·,.I· -~~~~~-, . . . . .. . .. :.,., ..... : ...... . -{--1 385 ~-~1-" .~~~~~------~---~<O ~ ~I ~I rnl ~i ~ 0.1 en r---:! tOi ~I ~J_~~~~._~~~ ....... _____ .. _._:l __ . __ .~.~~. ____ ._ ___ ~I ....................... ~_.~~ __ .. ___ J~~~~ __ .N"~" ___ .~~~!~~.~_~_______] 10+00 CONSTRUCTION NOTES: 1. HAULING SHAUL BE LIMITED TO HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 2, CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7:00 AM TO 8:00 PM, MONDAY THROUGH FRIDAY, WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 AM AND 8:00 PM, NO WORK SHALL BE PERMITTED ON SUNDAYS, 11+00 NOTE: CONTRACTOR SHALL PROVIDE PROTECTION TO PREVENT SEDIMENT OR SILT-LADEN RUNOFF FROM ENTERING STREAM 12+00 NE 4TH STREET 1 "=20' H 1 "=5' V ~l ~ ~I n ~ __ .~~._. __ ~_ .. _ ... ~.~ __ .L_ ... ~_._~_._. __ .. _ .... _ ... _.~ ..... ~_ _ ____ ~ 13+00 DEVP r;':') ,-or .~~" iT" _. f ; ::: ;iJ (;rl-l {Y-I-;l-r" \.);,~ I i FEB 1 3 naG ....... ~~~. __ ~_ ...... J_ .. ~~_ . ........J 14+00 '!FGQ"CDED FOIl APPROlJAL. By: _________ oot·: ____ ·1 By: _________ Dot·: ____ ~1 By:---------Dote ____ .1 File,P:\ 13000s\ 13240\preliminary\ 13240-r1.dwg Date/Time. 1 /7/2008 4,25 PM Scale:1" = l' RHERRON Xref, ---- o z CD o J W ~ CD o z rn o ~ '" 1-,) ~ X w 1 w .~, ~ ----~-- 15.. Q) Cl .!'! .!J ::J ~ C "0 ':; [!] ....... 0> C ·c c o a. w !;:;: Cl z o en G:i 0::: ci z o ~ EXPIRES 6/11/013 1"=20' 10. 20 I ;; 40 I ---ss----( --1--- ----G 415 : ... Cf:) OJ en ~J! c:: " .:; V) ;?: ~}2 :?1 ~% Cj () C) X :;::: CFi Z 'jj2 n d II Ii (c/'~ (,..1 C,~ .. 1:>.. (C;; (,0 '·.D c) 0, () 1 U1 (.xi . . . . ;3 ~~ ~~J ------y-- '0-./ UNION AVE NE IMPROVEMENTS PLAN AND PROFILE' WALGREENS -+----tf-Ii --- NORTHWEST ~, NORTHWEST h SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. ..... , ..... , C) (') () C) C) OJ Z Z --- C> C) ~u en z 0'"1 ::s: Ii i1 i! Ii ~ ...p .~':.., ..,."',-<::) C) C) C) ~:::} ~) :-" ~~ -'::::'. -+"" ·iCC>. C~ ()" (JF C.D CO (; CD RENTON, WASHINGTON -EX. 36" '" v -----i?-----~--- '7 '-<? ,/ ,/ ----ss ----ss -t---S3 ----ss --1---S5 S5 ss 23+00 22+00 ---t------+ 7"----11---- 5 ······1 C- '(;-3 ::L ·····1 :~:. ;::9 rr; :s:: 11 Ii (,~J ...f:>. !,O ~....) ,r, r",", ,,'~ '-' (..... "-, ~" ".,J (0 (~> II ---~~------------------------~ ~ ---11-----16" w_Noo~~tZfL 264_9-,§~~ -----G -----G p p I II NO~'S II II II Ii -----G SAWCUT UNE MATCH EX. GRADE G G 30' HALF RIGHT OF WAY EXIST. 22' ,~ I' RIGHT OF WAY CENTERLINE 30' HALF RIGHT OF WAY -5~;li-;t~!':1-;''"''1. --e' , -'..., 22' "" .. , \ -'" ±'t1' ...... ±11' EXIST.'lANE'" ":"EXiST .. LANE . t ii l' NEW I I :==-=-=~--:=['_J~ '--c =,---= =:= = --Je = lC-1~ =--r-= ==--:= ~~~ EXIST. ASPHALT PAVEMENT ;; EXIST. 4" WIDE YELLOW PAINT " , " CG 0.-J r,) .... " " ,( ... < f~'; .::) (') ;Q ~'C)C)·· r'''-' ;-,;:: z ... _. .~~ C) c) :~u :::-0: (j) i"'l 5: li :1 1: Ii S::l ~~; ;;::.; ;f.:': "->J "'-' '-'"' ~_ .. ,D tD CD .~~ , , , IT] x ""~ , , c) :9;; , , , , , , , , , , , , ,,, , , -----+-----,,,, , , 6' SIDEWALK 6" 2% (f) 2: ~~~~~ '. e' ~ _ r"", /,'-~ :;..:::: t.J~, CU ex; co (j; '-~ >-< r-~ ell (,), (), .... .." {~l /~~ .-..: :...., c> CD C"i (T; ~:~ (J; [:~ Z C:} / / " THICK CONC. SIDEWALK PER KCRS DWG. #8 '-I~ONC. VERTICAL CURB & GUTTER PER KCRS DWG. #9 1---4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE :i€ f"~i :s: 11 II il Z ... l <.;~ . .t"-to fS:> 0 "~J '--..1 c::' . . . _...>. ~ (0 ...p.. +, -..,.; ... ' .. SAWCUT EXIST. PAVEMENT . . . . : . 410 UNION AVE NE, SEOTION ALA ·.1 " NOT TO SCALE /----1-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 1---2-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE '------GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) = ,=-===c==~ =--c=c ~: """"~; :: ~"'iJI : . . . . . . . . . . ... ...'-'"'''' ''''''"'""' ------. -.. --'--: --:--c---:---:-:~--:-:=--.:= •• -. ___ . -' .• -' ==---r=--2 .. ·· .. 'D' . . ==5==-========-=" .. "=-=. · · · · · · .==='. • • • ~~ . : ===. • •• • . --~---.,-. .... ......... .......... :... ........... ----- . . . . . . . .. .......... . . . . . . . . . . . : . . . . . . . . . . . --.-.~~~~-.-:...;..;..-. ----,-.::::~:~~~-. -' :~~-. -. ~-' .-~---' -' ._._: .. : .. -...... : . . . . . . . . . ..... , . . . . . . . _____ . _____________ '-'-"--r-~-..... . . ..... ..........•.....•.....•.• .•.....•................. ............... ... ... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .J ................•.....•....•.....•.•.•.... 405 400 .'.,405 ...... g .... , . . . : . . . . . . . . . : . . : . 395'·.···· .... r---'-'-"'-'--'--'-~~----------... ----.-.-,---.-. '-. EX' J~:u~~.~~ .•.. ~ ..• yw.~ i .... ---.. --.... -......... -........................ ,----.-.. -.. -... ----.. -... -.---.-.--.-~-.-.--.--...... ---.-... -------------------... . ml d ~i !I ~I 390' g: oi oi 0: 0, "'<t' -.;j-i -.;j-' .q-: ...r; t__ __ .. _._ .. ~~ ________ L._ 24+00 CONSTRUCTION NOTES: 1. HAUUNG SHALL BE UMITED TO HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 2. CONSTRUCTlON ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7:00 AM TO 8:00 PM, MONDAY THROUGH FRIDAY, WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 AM AND 8:00 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. 23+00 NOTE: CONTRACTOR SHALL PROVIDE PROTECTION TO PREVENT SEDIMENT OR SILT ':'LADEN RUNOFF FROM ENTERING STREAM UNION AVE NE 1 "=20' H 1"=5' V , ........... ~ ............ ~ ...... _~ ___________ ... .L ___ ._. ___ ~ __ ~ .. 22+00 i i ......... -" ... , . : ..... .... "-.............. : ... , ...... ': ........... : ........... .. . . . : . . . . . . . -. . . . :~ . , ..... . . .. ; -.• I· • . . . : .... ·i. ~ ...... + 00 ~'" 0" -;5 .:t.Vl 1-'''' VlZ 400 ····zl-I..&J 395 .. . .......... .. .... ·0 Vl ::c EiF=z ... ~..,. Q . : : : : : : : : : . eJ ~ ~ ': .. ,:::.:: :~ ...... ~ "'---y----'-~ ~ ~ ---.----......... ~ -··----T-·-'--.. ~-···~· , i ::1 :1 OJ 0' ~I ~I ... _____ ~~_. _____ ... _ ... __ .~L __ _'~_. __ ._........ __ ... . .. . ... __ I -- 21+00 O~VF' .r)F'?,'::~rr p~ '~}'; ;;;':0 CITY or REi'lJ; \.X,~ FEEl 1 :: 2m3 By: _________ 0010: ___ _ By: _________ Oote: ___ _ By: _________ Dote ___ _ File,P\ 13000s\ 13240\preliminary\ 13240-r2.dwg Dote/Time: 1 /7/2008 4:25 PM Scale: 1" ~ l' RHERRON Xref: ---- o Z III o J W o oj " u + ! o EXPIRES ~ ci z 1"=30' o 15 30 60 ~ I I ROADWAY NOTE: FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. EXCAVAllON NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT Cm' OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL WATER NOTE: 1. PROJECT SITE IS LOCATED IN THE CITY OF RENTON 565 PRESSURE ZONE, STATIC PRESSURE IS APPROXIMATELY 70 PSI. 2. THE MAXIMUM AVAILABLE FIRE FLOW FROM THE PROPOSED S" WATERMAIN IS LIMITED TO 2,500 GPM. A1DDITIONAL WATER MAIN EXTENSIONS, INCLUDING FIRE HYDRANTS, WATER METERS, AND FIRE SPRINKLER SYSTEMS WILL BE REQUIRED PRIOR TO ANY DEVELOPMENT WITHIN LOT 1 AND LOT 2. 3. ALL FIRE HYDRANTS REQUIRE A MIN. 3' CLEARANCE ON ALL SIDES. SANITARY SEWER NOTE: 1. THIS PARCEL OF LAND IS SUBJECT TO EAST RENTON INTERCEPTOR SPECIAL ASSESSMENT DISTRICT (SAID). A FlEE ASSESSMENT SHALL BE ISSUED AT THE TIME OF DEVELOPMENT PRIOR TO ISSUANCE OF CONSTRUCTION PERMITS. 2. THIS PARCEL OF LAND IS SUBJECT TO FAIRFIELID DEVELOPMENT INC. LATECOMERS (LATECOMERS S707). AN ASSESSMENT WILL BE COLLIECTED PRIOR TO ISSUANCE OF CONSTRUCTION PERMIT. File:P:\ 13000s\ 13240\preliminary\ 13240-wsLdwg Date/Time:l /7/2008 4:25 PM Scale:'" 1 ' RHERRON Xref: ---- PRELIMINARY WATER AND SANITARY SEWER PLAN WALGREENS NORTHWEST K NORTHWEST ~, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. 12~ (»NC E<')9'1.14 o. tt CONG W~J"!)7.1f,.- CB fYf'E ! !~IM""f:O'1 ,09 n~ CONG EO<'_i99,10 .. 12" CONC-5"'3'39,1(; 12" Dl V(.c399.16 LO"f LiCHf bt5E' . MiS(:, veNT S!GNAL POtE SIGW\.L ~OX I I Ail~/WAf[R -. ~ )~-r-....... 1i1 .• +-, .. ' .. 1 OiSPENSER ! i (I:J TI'PE: i R!M""'l-04.00 8" CONe W",,,Q1,49'-' if CONC [';AO j, i·!j C8 T'PE i RM:,-",}04.0B rt CONe: t>:4-01,4B l:t CONC N"-'4()\H~i . 11." GONG S'"'·tOOA6 SSMH RIM=A0S.1 €i f,l" PV(: 1'1"",.>':;),11 ....... 8" PVC S"":~,95. 13 ",. 3SMH R!M-"'405.47 fj" PVC N·::,J95.42 8" plfe ):~J9::iA9" B~ pvc W::c-395.80 I , , , 11 r I I , I : I , I I I , I I: I 1 : I I I': I '1 , , , , , I > , -.. , : : '(D :1 n " ;1 . '1 X , W : I , I : I , I , I I I I , CD x w .10' , , , , " , Ii I I I I I c.? i . ,. iI I I I ~ I '-+'~+,: ~ 1 . : I " : 'I: ~ I ! , I' ',,-I I [ I •••• I i~ , , I " , , " , , I~ RENTON, WASHINGTON [ UG ELECTRIC ESMT. REC NO. 8411160567 CD m<:: I RIM=.3ge,62 12~ CONe E<!94.42 1 r CONe W::::394,41 8" C(jNC N<1S4,t)i. POWER POLE C8 nrt: t Rifk,<'i9f.L'iO 12" CONG E=)9-+.55· 12" CONe W:.:.:J94AD ",lUG L 12" (.:M? N:::3S8.1 4" PVC SWO<198,'l9 S88'.Q!.!.2! 160M. ..J /-_/ _ /" / .. Ti~~:NCH t>1~A!N ?!r.-~c~4G3.40 /' CL CHN~N£L':.:.4-o-3.09-./ 3" PVC W~'~OS.05 EX. BLDG. TO REMAIN C8 "i'rPf. ? 4tt kAiND t}D=40;;::2:') 12" C~~P (",,38;;:;,J6 ~," PVD H~308,95 r PVC NE;;;;j9D,2::, BOTTOM STRUCTURt>4Q1.01 , .1 II ,I ·1 d C8 ;-YPE I RiV",,40J,12 1 t' ADS £"",39/;03 1;;:" CMP W"'J87J)3 4" pvc S·"':::;9iU}:~ [XiSTiNG 8JiLUiNC EX. FIRE HYDRANT TO BE REMOVED S~,MH ?IM<;;S4.90 24" (OhC [-::-:3765JO 24" (»)NC W<';7fHiJ. =::::====== ============ = = =""-'''-'';(14 SDMH 51" Rf;,.~394.82 36" :;MP Nlfh366,12 4!j" CMP S::;E",,38f.i,G8 7.5' SANITARY r-"_,,_" EASEMENT REC. NO. 84707239001 j_SE.iTsOiR:MMIErD~TRAINAGE '-REC. NO. 84707239001 C8 TYPE I H:M""J91 H3 12r. CMP E"-'389.93 SDMH 48" HIM-;<S96A)? ?+" (;kW N"-'389J8 .jo~ eMP SW=.3-9227 fOP msm",,:'iS;,50 Fi~ CATt S=<~(95) $!)MH 54" P!MO'<j91,::,o :"ir·--····-.. ·_·· ... _.48" CklP HNW,.,.jS4J)(j 4ft eMF SE=3?H,SO 12" AD:~ $",,;)85.10 cn iYPI:: ~: 48" :~OUNI) 1.10"",;$98.87 11" mSDi 12" eMP {JAr::: N",,;)89.oJ TO? R1SER·:;:J95.5"1 J6" eMf> ',)·"":V.H53 it' p·DS W=:J89.72 80nOM STRU(~TURE'" 385. 68 Ci3 TYPE 2 48~ nOUND lJ)m3-HSA6 36" CMP N"'3S0.26 i?~ eM? w·""j9;i.,:'!3 12" eMF NW"<59?>:~·6 FEB 1 3 Z003 By. _________ 0at.: ___ _ By. ________ 0ate: ___ _ By. _________ DaIe ___ _ o z [l) o '"') w o IIi " " " z w o ~ -:5. " Cl .~ -" ::J a.. ....... C1 C V ::J CD ....... C1 C ·C c c a.. 0::: a.. a.. « w I;;: Cl z o <n Gi 0::: ci z 5-::sa 1"=30' O~~~15~~3~0 ______ ~60 ~ i I DEMOLITION CALLOUTS: o DEMOLISH EXISTING ASPHALT PAVEMENT AND ROCK SUBBASE. STOCKPILE ROCK BASE ELSEWHERE FOR REUSE. @ o o ® o (}) SAWCUT EXISTING ASPHALT PAVEMENT. DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL. AND CONCRETE CURBING. DEMOLISH EXISTING LOT LIGHT AND FOUNDATION. DEMOLISH EXISTING CURB DEMOLISH EXISTING TRASH ENCLOSURE, AND CON~RETE PAD REMOVE EXISTING FUELING CANOPy AND CONCRETE SLAB o DEMOLISH EXISTING FUELING ISLANDS. o DEMOLISH EXISTING PETROLEUM PRODUCT PIPING AND VENT PIPING/STACKS. ® DEMOLISH EXISTNG C-STORE AND FOUNDATION. ® DEMOLISH EXISTNG CATCH BASINS AND STORM PIPE ® REMOVE EXISTNG WELLS @ DEMOLISH EXISTNG TREES @ DEMOLISH EXISTNG CONCRETE SLAB ® DEMOLISH EXISTNG CONCRETE SIDEWALK CURB AND GUTTER. CONFIRM LIMITS WITH GRADING PLAN SHEET C2 AND CITY INSPECTOR. DEMOLISH AND REPLACE ALL EXISTING PUBLIC SIDEWALK AND CURB/GUTTER DAMAGED AS A RESULT OF THIS CONSTRUCTION @ EXISTING SEWER TO BE CAPPEO AND ABANDONED liS PER COR REQUIREMENTS. ® DEMOLISH EXISTING WATER WELL.' ® REMOVE EXISTING SIGNS. ® REMOVE EXISTING BOLLARos. ® REMOVE EXISTING VACUUM AND CONCRETE PAD. @ REMOVE EXISTING CARWASH LIGHT AND CONTROL. @ REMOVE EXISTING TRANSFORMER. I EXPIRES F => o Vl CONSTRUCTION NOlES: I. HAULING SHALL BE LIMITED TO HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 2. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7:00 AM TO 8:00 PM, MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 AM AND 8:00 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. NOlE: CONTRACTOR SHALL PROVIDE PROlECTION TO PREVENT SEDIMENT OR SILT-LADEN RUNOFF FROM ENTERING STREAM File:P:\ 13000s\ 1 3240\preliminary\ 13240-demo~e I.dwg Date/Time: 1 /7/2008 4:25 PM Scale:I" RHERRON Xref: -~~~ DEMOLITION PLAN WALGREENS NORTHWEST }4, NORTHWEST }4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. 'S:G~li\l Pi)lE: ~;I(':k<I'l ""r'x-, ~ ~m\,-pJ._ '.. ! "". 3DMH RIM:::4CO.97 : '., 11~ CONe i><~Sl.14 . ~,'. ;5: 12" CONe W",331 1 If ~~. 0 'g., >iGNAL POLE -'. f'NU ~!Nr~J'i NAiL iH f;ONG IN CASE .~ (if( OF RENTON SURV[( COHiT(OL NO. 1503 NW CORNER su:.:nON 1:) :35MH RIM:m40L3'i S" PVC N<)91.36 8" :.c'i\; S",:S2 j }:J .. EX. 2" GAS "~~"EX. 12" \V"~~~G"~~"~~~~~ CB wei: 1 l~IM""{01.i)9 12~ CONG 1>",.:599.16 1:/' CO~K S,~,389, 16 12" DI W<~99.'!6 LOT liGHT SASE ... hHSC. V~Nl iV;~ -~" GAS VAllT ~~""···I~i"·""+ +¥~-"-"l RENTON, WASHINGTON CD TreE I R;~-A,"390,G2 12" CONe E<3S4-.42 12' ~\ONC W"l9"-4' H" CC>1C N""Y;,U)'{: CB frFf. : RiM·-;;::)0}3.JO :i" Cot<C t.'"J,+·j,O", j 2" CONe W:::J94 AD 1- S0MH 1,'If.k"·:59f..f::1 .31]" eM? S:[>3513/1 AiE!WAHJ¢ .... "'"'-"",-<" 7l;:"+V.~~"'~i;;l-t:il"- DiSrn~SG~ I LOT LIGHT BA~:;E TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL SHEET CIO. CI3 TYFE ! f{ii.1»<4!}4·,GG I)" CONe V,bt01 (8 npE f RM::.:.·i04·_vG B" cow; Em"lOlA8 j:"(' CONe rQ::-:--4f)f).45 1 '/' (;Ode ~;=4-(jOAb SSMH WM::040:·;.!S I)" F>.;'(' N--:-::J05.-l1···· ...... if PVC s"'<~·:~:;·.H1 , , , , , , , I , I I I I I I I I I I ~ I ! =1='=t= I I I I , I . ,"' I ~ I I I I I I I I I I I I I ~ I~ ~~B 4\4' GnAH>:4GL!1 G~ PVC UBOiV TOP"'40101. 1E [LB(!W,~)<)'!.3 j EGTfO>1 STRUCTURE ":<10 i I, 1 TRENCH DRAJN :1IM::-::405,40 CL l>lA'.jNEJ,AJ3.09 3" pvc \)1"'-403.05 EX. BLDG. TO REMAIN CB 'iYPl: ; 4i3" ROUNO i"H><,Q2.:,n:, 1Y CMe E",,::,9B,'IG .' C8 TYPE i RjM, 403,12 11~ ADS ;:""397,03 12" CMP W:~397.03 f PVC 50-<:398,0.3 " II II II II II II II II II \ " " " en {'fPI:: LJ' ROUND LID R!M:::3%.82 4" CONe NE;;;-595A2 SSMI-I RH,h<:':l4.9(; CONC C<F6.9(} ?4~ COM~ W;:d!C.G.? _________ ~ ____ ... _.' ~ '-I ';-~ . '-==============-~~ -====='~==- 1'1 II I SDMH 54" mM<594,82 eM? NW',,386,12 4'!}" CMP SSE'~J8S.G8 i3V [Xl C8 TYPE I Ri~j"'3S ~ .8-3 12" eMP E>·}39.93 ( . Sll.)" FNC 0 TOP ~~:l~:7~WlrUr-TEMPORARY SI.LT FENCE PER DETAI0SHEET CIO. / / / // '1:'(\)< PAFCEL NO. 5 J 82 j OQ0:20 3DMH 48" i~iM""::S96.iP . 24" eMf' N~<)89.29 elF ;;W""392.27 TOP !iiSERm393.50 1b~ GAr-: S=J39.::i2 SDMH 5~" RIM·':'<.397.30 ;fI~"""·-~",_." 48~ crAP i'iNW<~84.90 'H;{ CtvlF S["".:}84.90 11'" ADS S""'-J85."!O 4'1t:\i;;~~i~~j:0:EAS~ EMEN! REC. NOS, i & 8810261102 CLEARING LIMITS (TYP.) CO TYPE I RIM:mJ9~U1 -IO~ eM? NE=382.!1 CB TYPE 2 48" ROUND UO::: 3-93.57 1,2" RjSU~ It' CMP GllTC N:<$8S,G7 rop RlSCR",395.57 :j6~ CMP )""',;89.53 1)" ADS W<!./NY) BOTTOM Sml)CTJR[::::385.68 fYPE 2 4ff ROUND LD",398.46 . 12" CM? W·7:".J92,:Y; Ii' crAP NW""Yn.:':,6 FEB 1 Z 2fiJIl n <:.-. "" ;;::: I' g;: n !i·,,~,t'p£.,~\i ~"" fECOt'BQD FOR APPROVAL By: --------------Oata: ________ ·1 By: __________ Oat·: _____ 1 By:----------------~·--------.I o Z III o ~ w o aj o CONSTRUCTION NOTES AND DETAILS I~j " o e- O -' ~ l-IH-·- 1 i I ! 1 I , w 4'~ .. 4'-" . >' .:', .' . , . ,. :., .. ' I I '. '.' II' -~···-TI 1-=1 11=-1 I 1- KEYED NOTES f1\ TRAFFIC DIRECTIONAL \.'..! SIGN. CD 2"X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 4" PIPE. f1\ 12"¢ CONCRETE \.'..! FOUNDATION 6" BELOW FROST LINE (4 FT. MINIMUM BELOW FIN. GRADE). CD FINISHED GRADE . TRAFFIC DIRECTIOI\lAL SIG\I NTS ENTRY SE UR TY BOLLARDS 3'-0" AT DRI E-THRU & (FREESTANDING) KEYED NOTES CD 6"¢ STANDARD STL. PIPE CONCRETE FILLED IN RECEIVING LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS; 4"¢ STL. PIPE CONCRETE FILLED AT DRIVE -THRU CANOPY ISLAND AND FRONT WALK. PROVIDE 1/4" WELDED CLOSURE PLATE AT BonOM. ALL STEEL TO BE RUST FREE AND PRIME COATED. BOLLARDS ON WALK TO RECEIVE GRAY POLYETHYLENE , . ". ., COVER. ALL OTHERS TO 11111)1111.1]11 ~. , 4 " . 4.: RECEIVE A YELLOW COVER , .. " " • c. (FROM IDEAL SHIELD .'~ \~::'~'. ;:;:~.~. :==:b::2~.~·)f~:::::""(CD ~~;-;;2;~::O:~T f1\ 24"¢ CONCRETE FOUNDATION, \.'..! USE SONOTUBE FORM. •• .4:' ... CD 3/S"¢ WELDED HOOPS. lS"¢ TOP, BOTTOM, AND CENTER. CD SOLID UNDISTURBED SOIL. f1\ PROVIDE PITCH, SMOOTH \.'..! CONCRETE FINISH. TYPICAL PIPE BOLLARD NTS " ~ ~~~EX~P~IR~E~S~6~Z~1~lZ~O~8~~~ ~ o if) 16" IN. 4 :<1 4· " 18" IN. 11:1=1 ~III=I ~~ KEYED NOTES Ij\ LINE OF FACE OF ~ CURB (CURB GRADE SHOWN ON PLAN). Ij\ PAVEMENT AT GRADE ~ SHOWN ON PLAN. ON/A. (0 PREPARED SUB-GRADE. (0 STONE BASE. Ij\ LINE FOR BACK OF ~ CURB. NOTE: ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT MAXIMUM 100 FEET WITH DOWELS AND CONTROL JOINTS AT MAX: 20 FEET. VERTICAL CURB (ALLOWED WHERE STORM NTS LATEX OR EPOXY MODIFIED CEMENT WATER DOES NOT DRAIN /lGAINST FACE OF CURB). 12x12 TRUNCATED DOME PAVERS W / SEALED GROUT JOI MORTAR LEVELING l~~~£B.I--./ COURSE. ... 4 SECTION AT CURB RAMP WITH ALTERNATE TRUNCATED PAVERS W/DOMES CURB RAMPS A\lD OTHER RAMPS NTS "".: . ...... " :. " • I ·~;~D:\,h):,.· L:,,.,;,..::,...,·, .... \~-;,..,.::~;-,.'~',-~::~:\;:':';~':::-:7-;:"':i-''7!-.~:-::~-t"'::-.~.,...~3D',> i ".::, ~'. _. __ I KEYED NOTES NOTE: ALL CURBS TO HAVE o N/A 1/4" EXPANSION JOINTS 1 1/2' R PAR K IN G --Il--t--'I-~ 112' R 3" 3" , <D , ~\\,'II"'~-' ~1' ~O" ~~~~i---' t=: USDOT STANL ARD R7 8 SIGN VAN ACCESSIBLE SEE NOTE BELOW ( _ SIGN)' THIS IS A STANDARD SIGN AND MAY BE ~~6~RER6 F~OM AN'y TRAFFIC SIG~, SURPLIER ~y N~M~ER. filE SIGN MUST BE SUPPLEMENTED WITH A VAN ACCES~IBl.E ~IGN AS APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. o ,L\CCESSIBILITY SIG~IAGE STANDARD ACCESSIBLE DIMENSIO\lING A u.s. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE PARKING SPACE. SEE ILLUSTRATION ABOVE. o PREPARED SUB-GRADE. AT MAXIMUM 100 FEET WITH DOWELS AND CONTROL JOINTS AT ACCESSIBLE PARKING-SIZE AND MARKINGS ci z o PAVEMENT. MAX. 20 FEET. COMBINED CURB & GUTTER NTS File:P:\ 13000s\ 13240\preliminory\ 13240-d l.dwg Octe/Time: 1 /7/2008 5:08 PM Scale:l" = l' RHERRON Xref: ---- ----------------------------------------- NOTES: EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF S FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. THIS APPLIES TO 45, 60, AND 90'PARKING. ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE STORE ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH A SLOPE OF 1 1/2% (2% MAXIMUM)(EXAMPLE: 1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1 :50 IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES" AND "CROSS SLOPES." EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A COMMON LEVEL WITH AN ACCESSIBLE ROUTE ... I.E., EACH ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS ENTRANCE. ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE, THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESS PARKING SPACE. ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS AISLE. (TRUCK TRAFFIC) IIIIIIIIIIIIIIIIIIIITI 1'~ " 2'-" S' FENCE DETAIL NTS EQUAL .' KEYED NOTES f1\ TRUCK ASSEMBLY. NUTS \.'..! MUST BE LOCKED TIGHT. CD U-BOLTS. CD TRUCK BRACKET. CD POST. CD GATE FRAME MEMBER. f1\ LOWER GUIDE ROLLER \.'..! ASSEMBLY. E UAL WASH (2% MAX).) 6" .\ '. .... .. ' .' ..." ;'. . ,'., . \:'-' --·-.···r ~ ... ~-; '-"-' ". .. . :.:..:-..:. ... , .... ". '.: ': :," '. '-'."f"" :i,:."' \111111111111111111111111111111111111111111111111111 I ::>i.>'~~I:. -.-1 I 1--1 I 1-I I '-~I ' • . . I • 1_ _I I I 111~_ . ~. KEYED NOTES . " .. f1\ N/ A f1\ COMPRESSIBLE FILLER f1\ \.'..! \.'..! (3/4" MAXIMUM). \.'..! :, CD 4" COMPACTED . AGGREGATE BASE CUT BACK AND (I) PROVIDE SEALANT, TYPICAL, AT ALL JOINTS WITH FILLER. 'CD PAVEMENT. TYPICAL PERIMETER SIDEWALK NTS . i\ ,_z .~ (CAR TRAFFIC) KEYED NOTES NOTE: o 1 1/2" WEARING SURFACE OVER TACK COAT. ! Ij\ WELL-DRAINED SUB-GRADE ~ (SUB-GRADE TO MODIFIED 95 THIS PAVEMENT SECTION DETAIL REFLECTS MINIMUM REQUIREMENTS. ENGINEER TO DETERMINE DESIGN BASED ON GEO-TECHNICAL DATA OF SPECIFIC PROJECT AND WALGREENS DAILY TRAFFIC r>,~", Ir-, : .... , DESIGN REQUIREMENT-";_.:·~;·;-i': "" ; ""." C, I Y U,'· i-:("-"'~'»'l ,1,.0..:; " -'" ~ f', , (0 2" BINDER COURSE OVER PRIME COAT. . o 6" (MIN,) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). PROCTOR MIN. COMPACTION). FEB 1 " "n"O (0 S" CLIEAN. GRADED & COMPACTEDi-________ -::= .. __ ·_'_U_u':....· --l STONE BASE (NO SLAG). FECOII!BDa:! FORm;py-,6U~:h ., -.... ""~' li"",iUJ By: _________ Oate: _____ 1 PAVEMENT SECTION DETAIL By:. _____ Dot·:· ___ 1 NTS By:---------Date _____ 1 o z rn o "") Ll! ~ m ; ---------- []J[I []I CONSTRUCTION NOTES AND DETAILS o u ii z m ~ ,!< .!l ::J 0.. '-'" c: ]2 ::J CD '-'" c: c c: " 0.. w ~ o z o (/) ~ a:: o z >-1= []I J[ I []I []lJ[ I []I []J[ I [] DUMPSTER ENCLOSURE ROOF FRAMING PLAN NTS " PER FT. SLOPE ELEVATION NTS SECURITY FENCING: REQUIRED ONLY IN HIGH SECURITY STORES (SEE 0-1), CONTACT WALGREENS REAL ESTATE MANAGER TO VERIFY SCOPE OF SPECIFIC PROJECT. TUBULAR STEEL, BAKED ENAMEL FENCING WITH ALUMINUM GATES (ALUMINUM FENCING MAY BE ACCEPTED IF APPROVED BY WALGREENS). FENCE TO BE A (2) RAIL, STRUCTURAL STEEL, COMMERCIAL USE SYSTEM WITH CONCRETE SET POSTS, 4'-0" HIGH. MATERIALS TO BE 1" SQUARE STEEL PICKETS, 1 1/2" STEEL TOP AND BOTTOM RAILS, 2" SQUARE STEEL FENCE POSTS, AND 4" SQUARE STEEL CORNER POSTS. PICKETS TO BE 4" O.C. AND POST SPACING AS PER FENCE MANUFACTURER. FINAL FINISH TO BE BLACK. FIELD VERIFY ALL DIMENSIONS. NEW GATES TO BE BI-PARTING "ANCHOR CANTILEVER SLIDING GATES" MANUFACTURED BY ANCHOR FENCE CO .. 6500 EASTERN AVE., BALTIMORE, MD., 21224, #410-633-6500 OR EQUAL. GATES TO HAVE SINGLE ENCLOSED TOP TRACK AND DOUBLE POST-MOUNTED TRUCKS WITH SEALED ROLLER BEARINGS. ALSO, PROVIDE GUIDES ON THE BOTTOM OF THE GATE POSTS TO KEEP THE GATE FROM SWINGING. GATE CANTILEVER LENGTH, GATE POST SIZE, TRUSS ROD LOCATION, AND TRUCK LOCATIONS TO BE DETERMINED BY GATE MANUFACTURER FOR EACH PAIR OF SLIDING GATES. EACH GATE TO MATCH TUBULAR STEEL FENCE PATTERN AND FINISH. GATES TO BE MANUALLY OPERATED. PROVIDE A HASP FOR EACH PAIR OF GATES FOR PADLOCKS. FIELD VERIFY ALL GATE DIMENSIONS BEFORE FABRICATION. LOCKABLE PEDESTRIAN GATES TO BE PROVIDED AS REQUIRED IN ADDITION TO DRIVEWAY GATES. BOLTS AND SCREWS TO BE TAMPER PROOF. 13'-0" (2)4' GAT~I 1 t?--(D 2'-9 1/2" 2'-10 1/4' 16'-5" 7 1/4" ~ ~~~'f o '" 8 CUBIC YARD DUMPSTER (72 X 66) l 6'-8" l ;. TYp. }I ADJOINING SLOPE SHALL NOT EXCEED 1: 20 SLOPE ~ Y: X WHERE X IS A X Jy LEVEL PLANE NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG AN ACCESSILBLE PATH FROM THE PARKING LOT TO WALGREENS CURBED SIDEWALK. A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE PARKING LOT AT ALL INTERMEDIATE AND PERIMETER CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO PUBLIC SIDEWALKS. A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF DISTANCE TRAVELED. ALL DETECTABLE WARNING AREAS OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF 36", CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO NOT REQUIRE HANDRAILS. ANY RAMP WITH GREATER THAN A 6" RISE SHALL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE PROTECTION ON BOTH SIDES. EDGE PROTECTION CONSISTS OF CURBS, WALLS, RAILINGS, OR PROJECTING SURFACES THAT PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL FOLLOW ACCESSIBLE GUIDELINES. 6 CUBIC YARD DUMPSTER (72 X 66) 2 CUBIC YARD DUMPSTER (62.5 X 43.5) REAR LOAD ON CASTERS WALK STREET MEASUREMENT OF CURB RAMP SLOPE PEDESTRIAN --WALK- ~ SEE SIDE FLARE d~NOTE BELOW 1"-0,,1 friA'trl'N CURB RAMP "X" IS 60" MIN. AT AN OUT SWING DOOR WITH A SLOPE OF 1: 50 (2%) MAXIMUM. LEVEL SURFACE IS PREFERED. SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM ABOVE). SIDE FLARES SHALL HAVE A MAXIMUM SLOPE OF 1:10 (10%). WHeRE "x" IS LESS THAN 48", SIDE FLARE SLOPE SHALL BE 1: 12 (8.33%) MAXIMUM. WHERE "X" IS LESS THAN 36", WALGREENS PREFERS THE "IN-LINE" RAMP SHOWN BELOW T; /// ////72 1 1/2% -1 2% MAX.) 1-~ ==c=_=~ ___ ~_=_=1=: =12=(8.33%) MAX. ELEVATION "IN-LINE" RAMP 'SLOPE < 5% ~ WALK (NOr RAMP). KEYED NOTES (2) SIGNS MOUNTED TO BUILDING WALL OR COLUMN IS THE PREFERRED DETAIL WHERE ALLOWED. FOR FREESTANDING SIGN, SEE DETAIL 4/CO.1 (1) COLUMN/WALL (1) STAND-OFF BRACKET (WHEN DOWNSPOUT IS PRESENT) AT TOP AND BOTTOM OF SIGN. DO NOT ANCHOR SIGN TO DOWNSPOUT. (1) DOWNSPOUT (1) SIGN BUILDING AND COLUMI\I MOUNTED ACCESSIBLE PARKING SIGN 4 7/16"(TYP.) NTS EXPIRES 6 /11 /08 4'-1 3/8" ~ '" '" I '" I -,-co_ 0 0-jj~ <l01 PARKING S1TALL (AT DOWNSPOUTS) 1" '" ~ .l J~'-1 1/2" KEYED NOTES FENCE DETAIL I(EYED NOTES (1) pr<EFABRICATED WELDED CAP w/ STAINLESS STEEL SCREWS. 0.9" f1\ CEDAR FENCE SUPPORTED LI BY 6" DIA. CONCRETE FILLED STEEL BOLLARDS. o CARDBOARD BALES .. (I) 1 x6 DOG-EARED CEDAR PICKETS. CD (3)2x CEDAR RAILS, EVENLY SPACED VERTICALLY. z r;\ srANDARD USDOT R7-8 \2/ SIGN (BOTH SIDES-WHERE APPLICABLE). 13\ 6" DIA. STEEL BOLLARD, \:Y 6" DIA. GATE POSTS. 2" DIA. CD 5/4 TREATED DECKING POSTS. @ TREATED 2x RAFTERS @ 2'-0" D.C. D.2"H. LINE r::\ CONCRETE PLATFORM TO BE 0.J LEVEL WITH ASPHALT DRIVE. EACH GATE TO HAVE CANE BOLTS WITH PADLOCKING HASPS. I1i\ TREATED 2x10 FASCIA FASTENED TO \C.Y 6" STL. POST W/ 3/8" "u" BOLT. f6\ EDGE OF CLEAR ''TUFTEX POLYCARB" \:Y ROOF PANEL, TUFTEX CORP., FREDRICKSBURG, VA. 800-777-7663 -OR-STANDING SEAM METAL ROOF (NO OTHER ALTERNATES). SEE SHEET C6.2 FOR SIMILAR DETAIL. PLAN AT DUMPSTER ENCLOSURE NTS (TYPICALLY REMOTE WHEN COMPACTOR IS NOT POSSIBLE) " b I -,. ~~ __ -L~~ __ ~ __ ,- I I I I r;\ 2" X 12" STEEL TUBE -\2/ PAINT ENAMEL WHITE (FILL W/ CONC.). (1) SUPPLEMENTAL SIGNS, "VAN ACCESSIBLE" AND lOR $-FINE AS APPLICABLE. b I " I I I I : : I I :: ;f\ ~===;:: I I I I I I I I I I I I I I I I I I L ________ ..J I I L...J I ~"i--~~.::~,~-~-,!, t--n~~.::~,~n-_t J~ j:d ;~ ." J ACCESSIBLE PARKING (1) FINISHED GRADE. (1) 18" DIA. CONCRETE FOOTER BELOW FROST LINE (4'-0" MIN.). SIGN MJO POST (FREESTANDING) NTS File:P:\13DOOs\ 13240\preliminary\ 13240-d2.dwg Date/Time:1/7/2008 5:08 PM Scale: 1" ~ l' RHERRON Xref: ---- NTEGRALL Y COLORED RED CONCRETE ON DETECTABLE WARNING NOTE: ACCESSIBLE RAMPS AND CURB RAMPS WHERE POURING OF A SEPARATE INTEGRALLY COLORED CONCRETE IS REQUIRED, INSTALL SHEAR DOWELS 2'-0" O,C. AND KEYWAYS -y-+~~~;::-:+Co--,~~~~~ TO PREVENT HEAVING OF L-"=t~'-''-r'-L.-fL-L,.L-~oc''-''-RAM PS W / ADJACENT SIDEWALK OR CONC. b I h PLAN OF DETECTABLE WARNING SURFACE :r' VARES PER MANUF. 1'-4 :lb'~';.WIA :' ... ; ..... 2.35" (TYP.) .. 'r 1 SECTION OF "DOME STAMP" PATTERN IN SURFACE 2.35" 2.35" 2.35" , N 0;; SURFACE. TRIANGULAR PATTERN SQUARE PATTERN (EITHER PATTERN IS ACCEPTABLE) PLAN OF "DOME STAMP" PATTERN IN SURFACE CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE THE FULL WIDTH AND DEPTH OF THE RAMP (MID-WALK "IN-LINE" RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER-TO CENTER SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER L1GHT-ON-DARK OR DARK-ON-L1GHT). SEE ABOVE. ACCEPTABLE PAVER MANUFACTURERS HANOVER ARCHITECTURAL PRODUCTS, DETECTABLE WARNING PAVERS, www.honoverpovers.com/html/detectable.html -TekWay? -DETECTABLE WARNING SYSTEM www.stronggo.com/ourproducts.html -NuWay, CAST IN TACT, DETECTABLE WARNING PAVERS www.nuwayinc.com/CAST_IN_TACT_1.pdf LOCAL JURISDICTION THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY REOUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES OR TOP OF RAMP (CA.). THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE WARNINGS (e.g. EXPOSED CONTRASTING COLOR AGGREGATE, GROOVES IN A PARALLEL OR DIAMONO PATTERN ETC.). ACCESSIBILITY GUIDLtNES DEFINED BY LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE STRINGENT THAN ADAAG. IN THE ABSENCE OF A DEFINITION, FOLLOW ADAAG. 1'-6" 2'-3" 1'-9" 3'-6" NOTES: , '" I ----'!<' '" o I N , '" '" I N 1. PAINT COLOR TO BE ''yELLOW'' FOR ARROW AND LETTERS. "DRIVE -THRU" AND "STOP" LrnERS TO BE ELONGATED HELEVETICA MEDIUM -4" WIDE STROKES. 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. P A VEM ENT P AI f\1T1 IN G NTS -+-"1<" '" , co I , o I r') ,--,-, -, ~ ~ I--, " ~-\; V L,L II , GATE DETAIL NTS \ , I ANt WIDTH 1'-6" l' -0" \ 2'-O"=@lr©Jr -r- " /1-1 >=< \2.,>--....... -........... D ~ 1 1 1 1\ -:!t --- ~ crDfF D~vr:' rZ';f';;~-·i' !;" r~_I\t i,'-lji'j(~ en {OF Hali O~'l FEB I 3 2[:33 PE'Yt'C(8) FOR APPROVAl.. ~----------------~~:-----~-I ~ ________ lJQte: _____ 1 ~ __ -,-______ Ilate _____ 1 , o z c::J o -:> w o a:i " o CONSTRUCTION NOTES AND DETAILS Q u ~ 0 z m 0 ~ ~ ~ '" 0 ~ :c "' ~ 0 ~ " w ~ ~ 0 ~ § Q w c· ., 0 ,. '0 Q W -1 ~ lu Z 0 00 Wo Z Wf!: « in CI) ~ W W.cW~ a:: q: « 0 gW:= z «ZZZ :=100 0 g~ ~ ~W a::=> ~ Z 0 0 ...: a. Q) 0 ~Z "' .:< 00 '-0 ~~ 3: .!'! ..c ~~ :J a. U~ "-'" c 'i5 ':; ro "-C> C 'c ~~ 11 "4 c '" a. " 0 .~ "';::,. ~g:: c~ ~~ ~ i2 ~ EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE 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 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 PERMITTEE . 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, THE 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 PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STOHM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 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 ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. FILTER FABRIC FENCE INSTALLATION NOTES 1, THE· FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH w SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, I !;( EXPIRES AND BOTH ENDS SECURELY FASTENED TO THE POST, UUJ--l-J-~o~"":::::::::::::=:::;;:::::::::'-i 2, THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE z o V'! Ci oe: o z FEASIBLE), THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES), 3, A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED, 4, WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS, THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE, 5, THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH, THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE, FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES, 6, WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7, THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL, 8, FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. g, FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY, File:P:\ 13000s\ 13240\preliminary\ 13240-d3,dwg Date/Time: 1 /7/2008 5:08 PM Scale: 1" ~ l' RHERRON Xrei: ---- NOTES: 1, CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS, 2, IF DIRECTED BY THE COUNTY ADDITIONAL QUARRY SPALLS MUST BE ADDED, 3, THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION, /' /' MIN, /" /' 8" )\l , ",,,,,/ 4"-6" QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 2"x4" WOOD POST ALT: STEEL FENCE POSTS FILTER FA8RIC MATERIAL 2"x2"x 14 GA, WIRE --___.. FABRIC OR EQUIV, PROVIDE ,75" " 1,5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE Ii FILTER Ff\Bf~IC MATERIAL 36" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE, 2"x2"x14 GA, WIRE FABRIC OR EQUIV, U 6' MAX II ~----~~-------"II , a I '" 8" MIN, , a I '" -+-, a I co , to I N ~2"X4" WOOD POSTS, STANDARD OR BETTER, U ------'--'- OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC FENCE DETAIL NOT TO SCALE NOTE: FILTER FABRIC CATCH BASIN WITH GRATE 1) DO NOT PLACE FABRIC UNDER GRATE 2) APPLIES W/ SUBGRADE' WORK, ONCE CRUSHED ROCK PLACEMENT PROCEDES FOR FINAL PAVING, WRAP GRATE W/ FABRIC MAKING WATER- TIGHT UNTIL FINAL ADJUSTMENT IS COMPLETE 3/4" OR LESS WAS"w~ ROCK FILTER OVER FILTER FABRIC -Jc.u,MENT SUMP BURIED FILTER FABRIC 3' APART (MAX,) CATCH BASI W/ GRA k TYPICAL SEC1l0N A-A (4 SIDES) C.B. SILT FENCE DETAIL NOT TO SCALE _I" '. ,',: ,<,1,·1 I .f I ~P"P"AETER SEDIMENT SUMP, ISOMETRIC PI AN VIEW x4"(MIN,) WOODEN STAKES, DRIVEN INTO GROUND 18" (MIN,) IN DEPTH, 2: 1 6" DEEP 12" WIDE MIN, FEB j , "W~~ _ ",' Lv\"U fECQI'CVEP FOR APPROyAl., By: ________ Date: ___ _ By: ________ Date: ___ _ By: ________ Date ___ _ o z ro o """') w o OJ i i> ;; o ~ " ~ ~ w z ~ c .2 c OJ ; , , , 1 , , , , , , 1 , , , , , , , , , , , , , , ; ///' ; I, ' , ' Ii if , ' , :1 il i i: - " "=---r-.,------ !:i~ NE 4th St -If- .--1' -~ --~=---~ .. --'-~" . Unnamed Tributary . (Class 4 Stream) --------------36-Ft Class.4.Stream.!l~ff~J. __ o -\~ ---T~r-=---~~-"---'-'-'---~--'-'-"'--,,---,--,--,----J PROPOSED WALGREENS-- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --\ \ \ \ \ \ 'runnamed \ Tributary , (Class 4 Stream) , I I I! ----==c. = +-'C-=-~--=---;l , , ._ ____ I-~ ~o .!-}ltit 1 I 'i ',,- I 1 '" ",I WF ,A-1 , ",,-l' \ , :~;ol,I!. "~ WF I WF J2:t·" Maplewood Creek within Buried Culvert 20-Ft Drainage Easement !i~~~~~ ______ _ -[77777// //77//// //77/// /7 /~ ~ ~ ~ h-7 /77 /77//7/777/7/ a-- / Les Schwab / -i-- --------------------- ------------------- )( 1-!,GEND Proposed Buffer Averaging (3,080 Square Feet) Cedar Split Rail Fence (See Detail) Wetland/Sensitive Area Sign 0 L ! I 60 120 I J Scale in Feet A-52 IXSOil'1 '\ ~ I "6'6" Pit 21 .\ -1S / 'f" , "- :':X3S-I.03 1 387.;V ~ • iiWF A-3 L['- -'¥~;' , , \ 1 \ Soil X II , Pit 3 \ 1\ \ I I X50i ___ 1 ___ _ __ ---t---- Maplewood Creek (Class 4 Stream) \ \ '" WF A-LI2 Xo,"'" /' /' /' /' WF A-41 X;8S \ ·4 \ \ . WF A-40 ¥4" • 1 I \ , v-,"'" WF A-39 '1- \ \ \ -\ WetlandA~ \ (Category 2) \ \ ",'0 •. " WF _8 -:3ELJC I '< I o,"'~. A-4X \ \ \ \ --. I ." \ 0,,,,,. -5X \ \ \ \ \ Xw " WF 50i " II " :o~. NOTE Figure adapted from drawing renton_11-29-07.dwg received 12-12-2007 and electronic files received 1-31-2007, used by permission of 4th Avenue Associates, LLC. WF A-37X" /' / Sensitive Areas SignagelT emplate to be Provided by the City and Reproduced on Aluminum Backlng -,------;::"O:;[]-I Minimum of Two Galvanized or Stainless Steel Wood Lag Bolts to Firmly Secure Sign 1-6'± --~ ~) ~ \ 1'-4" I I I I 2'-6" d ~ '1 I: L ·· .. ·II: .. ·! 'I I--'l I I -3" -I English Name 'j,\{. " Douglas fir ~') Big-leaf maple G Scouler willow -.. -.~ .-----.-... _-11 r~---.~_~~~~4'~! 1m ;"~.-~. - "~.;: SPLlT·RAIL FENCE WITH SENSITIVE AREASIGN NOTES 1. Split-rail fence will be installed around the perimeter of the buffer and stormwater pond. 2. Sensitive Area signs shall be spaced ~pproximately 50 feet apart around the perimeter of the buffer area. 3. Sign placement shall be subject to the approval of the City of Renton. CJ PLANTING PLAN FOR RESTORATION AREA LEGEND Latin Name Quantity* Size I' -Condition Pseudotsuga menziesii 20 >3-feet 2 gallon Acer macrophy/Jum 20 >3-f88t 2 gallon ---' -- Salix scouleriana 75 12+ inche$ 1 gallon Spa.cing 9 feet on center 9 feet on center 4 feet on center 'I ----(:) Indian plum Oemtena cerasiformis 25 12+ inches 1-2 gallon 4 feet on center ~ Lewis' mock orange Phifadelphus lewisii 75 12+ inches 1-2 gallon 4 feet on center (G) Tall oregongrape Mahonia aquifolium 25 12+ inche!;! 1-2 gallon 4 feet on center -_.- U Nootka rose Rosa nutkana 77 12+ inches 1-2 gallon 4 feet on center ~QuantJty based on revegetation of 5,912 square feet of area. SEED SPECIFICATIONS FOR RESTORATION AREA California brome Bromus carinatus 10% Blue wild rye Elymus gJaucus 60% Red fescue Festuca rubra 30% "'PLS -Pure Live Seed Planting Mulch Depth B~~~~~~-~qUaIS4Inches ~< 11;1", . " . .. "', ';' .. '. ','. CONTAINER PLANTING DETAIL Minimum 3" Any Dimension Split Cedar Rails 6"M 8" Minimum Split Mortise Cedar Posts til ::J C -0 0.._ Ql-u til c .2> O~ U:2; ci ill ro :2 ::> z ro o -, S o(j (f) ~ <D ~ i!J Ui '= '" :r: .!!l a ~----------------------i~ ci :z m o .., SHEET 1 ~ ~ .. ~~----------------------------------------------------------------------------------------------------------------------------------------~--------------------------------~----------~ -,-•• 1 ... -•• , •.. \--",:1, " ~ ~ " o ~ N " Oi ill Z ~ § 'c :::J , , , , , , / ; ; , , ; I , , , , , , I , , , , , , , , , , , , , , _iWI :-~ I , , , , , , I , , , , , , , , , , I , , , NE 4th St ------------------------------------------------------------------------//" ---------------- ---------------------------- 35·Ft Class 4 Stream Buffer I I I I I I I I I I I I I I I I PROPOSED I . --~ •• WALGREENS· .~----.----~ S8:1----ir---I---\. I it "--'L~-tt Maplewood Creek within Buried Culvert 20-Fl Drainage Easement 50·Ft Wetland Buffer I I I I I I I I I I I 35·Ft Class 4 Stream Buffer a Les Schwab a LU,/U/U////~PP/L/L////L:/U//Jil//P/LULL/j ----------. -----------C,.....J-~--------- ~----------.----------------------------------- I I I I o ---_---r-- \ rUnnamed \" Tributary . (Class 4 Stream) \ I Maplewood C",ek'K (Class 4 Stream) \ I / I " WF A7'42 X">,,,<O' / " / ,," / /" WF A-4~ )(385.4 \ \ \ \ \ , WF AL 40 ¥"I)<O \ 1 \ 1 .. WF A-39 ~-,,,,<O \ I \ \ \ '. /'" ii 'I WF A \ Y I • Wetland A ~ \ \ So i (Category 2) \ \ <0 I LEGEND 1-----I Standard Weiland andior Stream Buffer 1 _____ I (2,849 Square Feet) Proposed Buffer Averaging Configuration (3,030 Square Feet) Proposed Buffer Take Area (1,394 Square Feet) Proposed Buffer Give-Back Area (1,575 Square Feet) ! I 0 60 I L Scale in Feet 120 ===:J \ \ I -,,,,,,' )_ __ \'iF. AV3B...X" " \ '. ",b..1) ~\ A-37X'" NOTE Figure adapted from drawing renton_II-29-07.dwg received 12-12-2007 and electronic files received 1-31-2007, used by permission of 4th Avenue Associates, LLC. " \ " L ~ __ -.,.~_'-"C_ ! . -~! Z « ....I 0..0.. We:( I-:!! (/)0:: OW wu. (/)u. 0:;) 0.. III 00 o::Z o..e:( w ~ >-F OJ Z 0 (ij :;: w '" UJ >-"" 0 in « « CLlJ °ZN ~QJO> E=>&:l 0"0> .c QJ « ';;;~S ",.c _ E;n" o T""" 8 .co> s: I-~ " . CD '" ~o>_ :2:NCI) >-z w :::J () z «D. ...1« D.::aE ~~ -W tnLL OLL W::l tnm 0 0 D.Z 0« ~ D. 0 c;> '" C'!i N ~ , ';" ~ N 0:: w (0 :2 :::> z (0 0 -, :;;: o/j (f') ~-----f ~L ______ ----__________ --________ ------~----------~~ ~ .!l1 ii: SHEET 2 u: .!:!; c c 'j; ~ c v. :c f- -o ~ ;; ~ '" NE 4th St ------~ -------------~ --------/~,,",.~' --------------------------------------------------~--.---------------------------------------------------------1 , , , , • 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 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 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 I I i ( • , " 'i i! . .. , -II , ,-- PROPOSED WALGREENS 35-Ft Class 4 Stream Buffer Maplewood Creek within Buried Culvert 20-Ft. Drainage Easement ~---. - 50 iFt Wetlan~ Bu(fer \ ''-'",,- \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , --\ \ \ \ \ o ..... -_._-,._---- rUnnamed Y Tributary , (Class 4 Stream) , ' X soillfit 1 ---\---"I,,, , /1 '\., , I '" : 'el' i <;'0'0'/' WF 'A-1 I , "- : " I '? i l' k -;'0'0' WF, WF At2X \ A-52 ,X So il' \ \ \~ /oYss ' Pit2/ \ .of,,,, / . foY I 'I \ v / ' / ' \ ':X 3S7 ,03 i '. 3&,. j'¥ • i I I,WF A-3 \ XSoi , / \Soil X II Pit 3 I I / \ \ \ \ I -__ l __ _ ----t--- \ '/. I ~..,' 35-Ft Cla.s 4 Stream Buffer A-4f \ il~~~~ ________________________ _ f77'/77 /77 /77/ 77/ 777 /77 /77/ a ~ /, c:: ~ /77 /77/77/ 777 ~ ---r -._- Les Schwab --------------------------------------------- I LEGEND 1-----I Standard Wetland and/or Stream Buffer 1 _____ I (2,849 Square Feet) Proposed Buffer Averaging Configuration (3,030 Square Feet) Proposed Buffer Take Area (1 ,394 Square Feet) Proposed Buffer Give-Back Area (1,575 Square Feet) 0 I ! I 60 I Scale in Feet 120 I NOTE Figure adapted from drawing renton_11-29-07.dwg received 12-12-2007 and electronic files received 1-31-2007, used by permission of 4th Avenue ASSOCiates, LLC. \ \ \ \ '0 I <;'0<" -5.x \ \ \ \ Soi Z :s Q.Q. ~~ Cijll:: OW WLI. (/)LI. O::l Q.Ql 0 0 II::Z Q.<C ~ ~ <J) i'5 ~ I ''-___ -w ~ >-CD \ <l: <l: CW °ZC'l [IlCllO) E ::d;;J oCO) .c:ClI~ ';;;~S cu.c: -E~-g o ~ 0 .c:0)3: f-~c • <0 .lll :!E~Cf.I .... Z til ::J C,) z «c.. ..J« c..:::E ~~ -W en LL eLL W::J enm Oe c..z 0« 0:: c.. ~ .c !:! ~ .., '" 0 :Ii a.. C Z w '" w ! lil !;;: ::J: 0 0 0 ~ g ~ C'I ~ • ~ • ~ N 0:: UJ co ::!: ::J z co 0 ...., :s: «l en -i 'i' 'i' -N d z III 0 .., SHEET 2 ~ ~L ______________________________________________ ~~ I :l: --"---,-, --~ .-~-, . -~ ~ :;: ~ i " ~ ~ I , , , , , , , , , , , , , , , , i , , , , , , , , , , , , , , , , , , , , , , I , 1 , , , , , , , , , , , , I , , , , I , , , , 1 , , , , , , , , , , , , , i -Unnamed Tributary _ _-----____________________________ NE 4th St (Class 4 Stream) //--' -----------------------------------------------------------------------3&.FtClasa4Strearo1luf(eL __ I --, ! -""'------, , f ___ ~~--.---o , , , I , , , , , , --if'~-- -Ii '-'t==>'i=--\ -~=i-°it~~~='-'-=-'-=='-'=---r~~,--,-,"",--,,,,,,-j , I , , , , , , , , , , , , , , I , , , , , , , , , , , I , , , , , , , , , , I , , , , , , , , , , , , , , I , , , i , , , , 1'-L '1,1 ------ Ii ,I 1 II --.----H --1---------- r--~ - ii " " Ii ii " !>------..---- I ,I ------: II I I, " " , ;] " '~'-'---J! -' , , Les Schwab , , --1-----t-, - ---------------------- I LEGEND Proposed Buffer Averaging (3,080 Square Feet) Cedar Split Rail Fence (See Detsit) @ Wetland/Sensitive Area Sign -------- 0 I PROPOSED WALGREENS -- Maplewood Creek within Burled Culvert 20-Ft. Drainage Easement --T- , ---i----- I --_._-, , ,---_.-----,--- -\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -'------~ I I \ rUnnamed ' \I' Tributary i , (Class 4 Stream) \ I I WF -A-1 I i Maplewood Creek (Class 4 Stream) WF A-42 ,/ ,/ ,/ ,/ WF A-41 4 385 ,. \ \ \ , WF A-40 ¥ ,>'0'-' , I ----------------I \ ! I 60 120 I I Scale in Feet iT ,>'0'-" WF A-39 ~ \ \ \ wellandA~\ (Category 2) \ NOTE Figure adapted from drawing renton_II-29-07,dwg received 12·12-2007 and electronic files received 1-31-2007. used by permission of 4th Avenue Associates, LLC, \ WF I , , , I i il , , , I I' WF Soi W I I I I 2'-6" U' ID L -'_,'11",-, ',I k' 1 I-I-f English Name , ' ~ Douglas fir @ Big-teaf maple G Scouter willow p Indian plum Sensitive Areas SignagefTemplate to be Provided by the City and Reproduced on Aluminum Backing Minimum of Two Galvanized or Stainless Steel Wood Lag Boits to Firmly Secure Sign 1------6'± --------I. I I 'I : 'i",' I I I 'A :,;~i'fiJ: ,c A ~ -, ,,_1:] ~: _" I, ,-, L: tU ! I I-I II I ,--, I 1--I I ':I! 1---fT--=-:' ' IC.::' I - '.1 1:.::1 I~ 12" Concrete Footing, Typ. 95% Compacted Subgrade or Undisturbed Native Soil SPLIT-RAIL FENCE WITH SENSITIVE AREA SIGN NOTES 1, Split·rail fence will be installed around the perimeter of the buffer and stormwater pond, 2. Sensitive Area signs shall be spaced approximately 50 feet apart around the perimeter of the buffer area, 3, Sign placement shall be subject to the approval ofthe City of Renton. PLANTING PLAN FOR RESTORATION AREA LEGEND , >'i::,ci,,~itioQ " , , LatiriN~~ , -Quantity* Siz,e i , Pseudotsuga menzies;; 20 >3-feet 2 gallon Acer macrophyllum 20 >3-feet 2 gallon Salix scouleriana 75 12+ inches 1 gallon Oem/eria cerasiformls 25 12+ inches 1-2 gallon ,', Sp~cing 9 feet on center 9 feet on center 4 feet on center 4 feet on center • LewIs' mock orange Philadelphus lewisii 75 12+ inches 1-2 gallon 4 feet on center G Tall oregongrape Mahon!s aquifoJium 25 12+ inches 1-2 gallon Nootka rose Rosa nutkana 77 12+ inches 1~2 gallon It Quantity based on revegetation of 5,912 square feet of area. SEED SPECIFICATIONS FOR RESTORATION AREA California brome Bromus carinatus Blue wild rye El)lmus glaucus Red fescue Festuca ,ubm . :'. 10% 60% 30% *PLS = Pure Live Seed Planting Mulch Depth Equals 4 Inches CONTAINER PLANTING DETAIL 4 feet on center 4 feet on center c: (Il a.. 0) ... c: ~ !Il"" ~ t!=c: :J (Il <t: ~ al-a.. ~al <t: cUJ ~ , ~]i ~ °ZN , ~ OOcu l!icu en N "CO E:J~ Ii c: oC:en (Il , .<:cu~ w Minimum 3" Any Dimension c: ~~s: CO Split Cedar Rails "C(Il ::;;: c:-::::> (Ila.. (Il:5 • z Q) g EID-g CO 6"-8" Minimum Split Mortise $:iii 0'-0 0 Cedar Posts .=:en3: ...., -0) .-c: 3: (Il ._ . <0 (Il c::t::: ... en .... ell ii::E :EN(/) (J) ':! ~ I-;= '-' en z 0 ~ I:i! ~ ~ !z u SHEET 1 ~L_ ________________________________________________________________________________________________________ --------------------------------------------------------------------------------------------~----------~