Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Large Format
' I I ·-······~ (···,.:::. _t,..,_ -. -... • ... ""-··,. __ .... ,, .. ,, ......... ·---..... ·, '·. .... .... ..... ~ ..... ,. . .................. , . .. . .. _. . -... -. :.--.. :.:, •· ~~-. -:·-; . -.-· .... .. : : .. ... ~·· : --.: .. ·: . .. . . ..... ,, . ·. ·.• -.; .. : --.. . . ........ =·~ -:< :~ '\:-~ -~~-.:~. ·:~ ... ~~--.. :: ~ ~ ·:;· -:~ :: .. : ......... 'l.. -·~·· ~-,· -= ••• ·,:SEED: ~ •. :-.. :.• ... :·". • ... · ... -.:. -~: ... : ....... r ...... ~. -: .. . ·.-~-~--: :~.·· ~-.\.'.: -~ .. :~_:_.:-. .. : •• :_::: -:~~ ::.:" .· ;~ • ..• :~.:~ (_: ·:·: i, "··::.;- . ... . . ~.. . . ·. ·' \ ' \ \ ' / ...... ,. ' " ! 3 EXISTING TREES TO REMAIN & PROTECT , ..... , ................ . ...... ..... . . \ \ ' \ \ \\ \ \ \ \ ' \ \ \ \ \ \ \ ' ' \ \ -, ', \ \ \ \ \ \ . ' \ \ ' ' ' ' \ \ \ \ \ \ ' \ \ \ ' \ \ \_ \ \, ' ' \ \ \ \ \ \ ' ' .. , .......... \ .,. \ \ \ ·--···''t"\, ... . \ \ \ \ \ \ ............ . \. \ \ \ \ \ \ \ \ -, ' ' \ \, \ \ . \ \ \ \ \ \ \ \ \ \'· . \, ' \ \ \ \. ' \, \ \,, \ \ \ \ \ \ '\ "\ \ \ \ \ \ \ ' \ \ \ \ \ .\ \ \ ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ . \ '•, . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ ; \j \ 't ' \ \. \ .. \ \ \ ' ' \ \ ' \ \ \ \ ' \ J. \ )\ t : :. \ ' ' \ \ \ ,,. \ \ ' \ \ \ \ ! \ 1 \ \ ' \ .... , ...... -... ... _ ...... -·-·· = ' '. \ _;.-. .. / , ,, --, .. JI C I i1!.1 ·, \ I ' i I ) I I I I .. r--·""····JjJ ,., ; I I I I I : I .i I . I ,. ' ·-rr, I ) I / I ., j , / ~ ' ' -· t·[~ ...... ~~ ··:~·::i~: .. :·;:--::.':;~.:;·::,:-:<+;~·::.! .. :·,;;·::..:?:-~<//.::fi; i (-~r-· ,~ ········· i\;r;...---c'jt-_;;::z: / ' ' ' ' / ' .... ,· 1 5 SF .PLANTING B D , .. \ , , 149 SF P~NG BED t , ' ,,,' ' ' •' ' / 149 SF PLANTING BED ! , ~ : '• . . PROPOEJJ:D FETAL 16,173/ sf .-, ; , 1.67 .tic. 1 ZONEP: cOMMERClf\1-ARTERIAL {<;A) PA~klNG REclUIRED: 3~ PARKING PROVIDED: q9 i : / / ,· ; i ' i NATURAL STONE WEIR / i ' i ezzzz27J ; i j f i ' ' 1r=--.-:, (~ .-~) I ; I n ; I q , I i ' f ! / j ·\:::·; ~~;~~!;t~-~~::~0.:::;_:;;tt.~i;;::;:;:;;;,;_:_;)r~~;;;~_~i\.;;~;~;;;i;_:_;~~=,;: .: ;:.·.r.;_;;;~· -~::~. · ~,..,:~--·~:··, = .,.,,-.~~/,,,\~ :::i:r-·- ORNAMENTAI.. TREES EX. TijEE"{DEAD) '' ,; ... _ .................. , ....... ,,................. ·-···TO,BE REMOVED· ···•··· ,/"4• MULTI-STEM ' FLOWERING ,, .... ~--···"""•"'"''"'""" '! .. ' ~~...:..: ·.. .. .......... NATIJRAL STONE ' .. ·· . ...,__, .. _:.· .. :.---~·-·"""~ ......... ····--DECIDUOUS/·-·· WEIR 35.8 Sf·RAIN ·GARDEN ..................................... ... ... . .................. ........... ... ................ .. . .... CRABAP.Pl.E. . . ' \ \ •w!:· •.•.. W • · = · .. · .. , ....................... , "}ii.ANTING Em ...... · .............. .,. " .. 'OPY TREES .......... ., .. """' ..... ,, ... . ................ , .. ,.. ..... ~ ..... ,.. _.,., ..... ,,,.. ... . ··-.... -.: ......................................... . 508 ~f .. RAIN--GAR'OEN. ............ ----Pl:ANTING BED ... -···.· .. ··-. :.·.· ... ·.· ....... .-.-....... , ... -·---··· ···· ,.,,,"' ............. -............. -···· ·-..... ...., ..... .--. . ' , ,.,.,.. ~ ... ·············· ······ ..... ~····"""" ....... -~-,,,,. ,.,. ._ ........ .,-.. .., ..... ,...,,, .. ,.......... .. . ••••,,-.u~"·-••m•om,.,,, .............. ,~,·• ••• ••~• ..,, .. -,u •n ... ,, .. __ ,_.., ••• ,,_., ... ,. ... ,-.,-,,,-.wll"'"" ............................................... ·-, ... -····· = .... -....... -.. -.... -..... _-~ ~:~,,...,;,__, ... , .... ,, ,. ,.,.,. ••" .. .,,. , .. ,... .. , ., ..................... ~ , ,,., ...... ---·-_,.,,... • ....... , .. ,.,,... ...,. .. ~ ........ --~ni~........ .......................... . ................... . ... ..... ,.,., .... ,.,........ , ....... ,. ,...,.,.,. ........... ,......... , ••• ., ••• ,, ... ,.... .., ............... ...,... • ....... , ........ -..... ,,,. ...... ,,. •••••• ,. yo' '• '· TOH• ........ ,. ........ . ...~,,..,·~·t0--···= ...... _. ···~ ... ~ , ! ....................... , .. ,.,_ ~-;=-~ \ ' ' \ ' 25 SF RAISED i Pl.ANTER i 30 SF RAISED Pl.ANTER ___ , ... -, ... __ ........... -. _.,,... . .. ,,... ______ ... . -· , .............. ·::::::::::::~--~:=,:,.·_: ___ ::.·_:.,_r_:,............................ ____ ............ ,,.... 1··-'··· ........................ ,,..... ... .....•... ,.,,,,,,,•" , ..... -,, ,/ .. . •. ,,.,.," .......... ,,,........ ,,. ,.,, ,I ..... " .. .,. \ ,.,.~-· ~ ..... ,.,.~~···•'' .. ,.............. .. .... -" ' " _,,,.., •(''·~=~r;::::;:.,,::. .•• ·.;-~.-........... ,.:,. •. ,,., . ., .•. ,.,. .. ,, •. ...,., ....... , ........ , ... ,.... \ I .................. ',,,~fl 1 ! " ' i ' H '[ " I .. ~-" ,a-; . .,.,.~ .,,, ... ,, ,,,,•· ,/ .,.// -. \. ·:::-:~,._., ...... ,. ,.,•" ,•"" ' .• ·····"''·'''.,,., --:;;:;:-::~:...-···' . . ,,., ......... ,, ,,,,.,.. ........ -· .,.,.,, .. ,· Copyright © 2012 URS Corporation, All Rights Reserved 30 r!- GRAPHIC SCALE 0 ...I -15 : 30 : \ \ I I \ ·, ' 1 . d \ 1 l l\ ' ' l ' ~ l 1 1 l ' ; \ l ' ' 1 I ' 1 i I I I ' I I :;:~ I i j f \ ' \ I I i I }~ ' ; ) ! I T 1 i \ \ ' ' ; I ' ' ' \ \ \ :. \ \ \ \ .. \ '· \, \ 1 ' \ -, ·-..._,_ \. ........ '·· / //_.,,, ; i I ' I f SOD : ' ' ,. ,, ,, -- , i ' ' . ,, . i ' " ' I i ! .< ; ; , J I I I I I . ' , i ' ' i ' , l i \ ;. ! ' i \ ' ' i 'l ~ ; I •.. ,\· 1 i I \ l 562 s~ PLANTINf BED 5) BEN~HES BRICK tAVER PLAZA 1 e· A.OWERING CHERRY ro ii BE R™i<MD I ! ! i~ I ··w~~ ..... ··"."J ~:mmwawrummm.w.:a~Mt@!ill:WW~e~=~mtmmw.1mw ... .;,·· if -' I /\ .,/ 1 ,tif ;} iii\ ,d;! fr~ N Jit 1.1~ :;;,~ -_ .... ,,.· ·:"-::;/·i:~==::=;;. ,;;::.: --~·.-.-.. ~:':;.':':=·:, 25 SF RAISED PlANTER _..,, ................................... . -.----;. __ _ 30 SF RAISED PLANTER ' ' GRAPHIC SCALE 10 LANDSCAPE PLANTING LEGEND -···· •••• • • "# ••••• .-r-o--1o-1 I ., ~.. . I •· .. . . .; ... l.. . . .• ._ ... _ ........... EXISTING· TREES DECIDUOUS TREE ORNAMENTAL/FLOWERING TREE EVERGREEN TREE LOW SHRUB/ . PERENNIAL, GROUND COVER PLANTING BED . RAIN GARDEN PLANTING BED TOPSOIL AND SEED ALL DISTURBED AREAS LANDSCAPE PLANTING DATA PARKING FRONTAGE INTERIOR LANDSCAPE = 255 LF /30 = 9 TREES REQUIRED 9 TREES PROVIDED = 69 PARKING SPACES / 6 f 12 TREES REQUIRED 12 TREES PROVIDED = 69 PARKING SPACES * 25 SF = 1,725 SF REQUIRED 1,844 SF LANDSCAPING PROVIDED = 1,844 SF I.JINDSCAPING / 20 = 93 SHRUBS REQUIRED 93 SHRUBS PROVIDED 0 S 10 I : : SURVEY BY: srrrs & HILL ENGINEERlNG-me. 4816 CENTER STREE'l' TACOMA WA 98409 TELE. (268} 4'14-9449 FAX (263) 474-0163 VELMEIR RETAIL PHARMACY CUST(!:1!~73 FEAR unvc-TlftJ STORE NUMBER: 1>285 N\.IC CARR RD 8. BENSON DR . RENTON, \,/ A PAO.ECr TYPE : IEW DEAL 1Yf'E: cs PROJECT W&R: · 69744· DEVELOPER: • VELMEIR COMPANIES Partners In Development WEST 81.00MFIElD, Iii "7"07 w. NAPLt. STE. s>o (2.48) 5U-71i1D7 ARCHITECT= O r:~ 1c;, 1, ,::t An lngeniumGroup0..1~ 719 Gr11wo!d st. Sult. 1000 n.troll .. ,. 48228 " To~ 3b-221-1111 Fax 248-938-887D ENGINEER OF RECORD GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616) 574-8500 ~-. ' '·" - REVISIONS/SUBMITIALS: PREAPPLICATION MTG, 08/24/2012 PRE-SCREEN MEETING 12/27/2012 SITE PLAN REVIEW 01/10/2013 J4 tU/J DRAWING BY: pdr DATE: 08/24/2012 JOB NUMBER: 12943584 TITLE: LANDSCAPE PLAN SHEET NUMBER: L 1 ~ 1 COMMENTS: NOT ISSUED FOR CONSTRUCTION ---- I EX. 10' WID~ POWER EASEME~ #56641f~ I \ I ", fi, I ', \ I ("'-, ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I \ ACCESS TO .,i,, I I I I 106TH PLACE ~~ · I. CHIROPRACTIC OFFICE MODULAR BLOCK RETAINING WALL EX. 6' WIDE INGRESS/ EGRESS EASEMENT #9009170443 EX. 25' WIDE GAS EASEMENT #9501250239 0 SEE SHEET C2.1 FOR WORK IN ROW ------ I I IC4 Copyright© 2012 URS Corporation, All Rights Reserved KING COUNTY PUBLIC HEAL TH CENTER ... JJ ro· . -.. ''fl .. - ·I ·\· . . .... 1,. ·_. .. I .. -i·.· -.. ~. .. -v. I· \ . . _r .. .. ·. ·\·· .\ . . . . I \ ,. . \ \ ,. . \. . I .. \ . . I ·i't C it 24' C3 6 ' ' \ \ .... A/ ..... C3 .· 11 C3 FUTlJE FETAL 1.1 Ac. ,', I ', I ', I ' I ', I ' J \ / I I ~ I 'I' / \ I ' / \ "' \ T \ I \ I I I / / I I I I I I I I I . ·1 · ... -. . . . ' .\ .. .... , . i. . ,. - I . . -f . .. I. ......... -.-......... _\ .. ~ ;._-;_ . ·1· I . J . -.. / . . . .. ,;,<'. . . I . . . . .. . . . . -. . . . . . -" . .,.-, ... --1 ... ./ . ·. ·.... PROPOSEO PROPERTY UNE-""' > c-! . · . / .. •, ·.·.· C36. ... ·. C{. ·. ,.{ C4 it 24' C28 ,. "' ,. "' c4. . f .. . /. .... ·1 · -.. ·,-. .i." .. -_· ,.,: .. [" /~---·.·.·-~- A7.·· <_-+· . ' . -. ·',_ .. ZONED: CA ROMINO'S PIZZA .... r I . i . ... .\ . .. ·.·.<l C3 I I . . . -,.·.· j ELECTRICAL · TRANSFORMEF · .). . . . . ·1· .· ... "/ .... -.......... l . ZONED: CA I I I I l, ------I I I I I I -ZONED: -CA---i I I I I I I I I I I I I i i ~ ~ t ri 1 ----- CHIROPRACTIC CLINIC ZONED: CA WEST & SON'S TOWING .t------.... ,-~ ... ... US BANK SITE LAYOUT LEGEND CONCRETE CURB & GUTTER SIGN TURNED DOWN CONCRETE SIDEWALK BARRIER FREE RAMP PARKING AREA STRIPING ISLAND STANDARD DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT TRAFFIC FLOW PARKING STALL COUNT TRANSITION FROM NORMAL TO REVERSE SLOPE GUTTER SECTION (5' TRANSITION LENGTH) 1 .. ~ · .. • ··~ · I © 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. SEE SURVEY PLAN FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. 2. ALL EXISTING ONSITE IMPROVEMENTS TO BE REMOVED (INCLUDING THOSE ON EXCESS RETAIL LOTS). OFFSITE IMPROVEMENTS TO BE REMOVED AS REQUIRED FOR PROPOSED CONSTRUCTION ACTIVITIES. 3. ALL SITE CONCRETE SHALL BE DESIGNED FOR A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. WB-50 DELIVERY TRUCK SITE LAYOUT KEY AS HEAVY DUTY BITUMINOUS PAVEMENT, A7 STANDARD DUTY BITUMINOUS PAVEMENT, A28 BUTT JOINT CONNECTION TO EXISTING PAVEMENT, C3 TYPE 1 CONCRETE CURB & GUTTER, C4 TYPE 2 CONCRETE CURB & GUTTER. C9 STANDARD DUTY CONCRETE WALKWAY /PAVEMENT, C10 CONCRETE TURNED DOWN WALKWAY, C11 HEAVY DUTY CONCRETE WALKWAY/PAVEMENT, C28 CONCRETE FLUSH TURNED DOWN WALK, C36 BARRIER FREE CONCRETE IN-WALK RAMP, PARKING DATA SEE DETAIL AS SEE DETAIL A7 SEE DETAIL A28 SEE DETAIL C3 SEE DETAIL C4 SEE DETAIL C9 SEE DETAIL Cl 0 SEE DETAIL C11 SEE DETAIL C28 SEE DETAIL C36 PARKING REQUIREMENTS = 2.5 SPACES/1000 UFA (MIN) = 32 USABLE FLOOR AREA DRIVE THRU STACKING PROVIDED STANDARD PARKING SPACES PROVIDED COMPACT PARKING SPACES PROVIDED VAN ACCESSIBLE PARKING SPACES PROVIDED BARRIER FREE PARKING SPACES PROVIDED TOTAL PARKING SPACES PROVIDED = 12,800 SF = 5 SPACES/WINDOW = 62 SPACES (9'x20') = 3 SPACES (9'x16') · = 2 SPACES (9'x20' & 8'x20' WITH 8' STRIPED ISLAND) = 2 SPACES (9'x20' WITH 5' STRIPED ISLAND) = 69 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CON=ORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUil T TO THE GRADES AND SLOPES SHOWN qN THE PLANS. FOR REFERENCE, MAXIMUM CRO$S SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION t,I A BARRIER FREE PARKl'fil SPACE SHALL BE t48. MAXIMUMt.ONGITUDINAL SLOPE ON WALKWAYS SHAU. BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB RAMPS SHALL BE 1:12, GRAPHIC SCALE 30 0 15 30 ~-~ : -I F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) BENCHMARK II All elevolicrns ure IJu:;ed 0~1 NA'/] 88 dot_,Jm. CJ.··1t:::iws CJl"C i lw;t 0 ntf'd r.: 1.0' iniwvc1ls Bio/ ff1 ;1 :,eva:ion: 10D.:'.:JGR' KC CH./ ":s;,.." CO~TCUR 0/\L,\ PU.: CROIJ~JD '3:...JR\-'EY FERFORf-.ffD IN JULY 2012, IJY ·:.;;11 rs &. HILL FW;I\IFF?lf\JC; r-.JC:. SURVEY BY- SI'ITS & HIU ENGINEERING INC. 4815 CENTER STREET TACOMA WA 98409 TELE. (253) 474-9449 FAX (253) 474-0153 VELMEIR RETAIL PHARMACY CUSTOM-16.27.3 REAR DAIVE-THRU STORE NUMBER: 10285 N\./C CARR RD & BENSON DR. RENTON, \./ A PROJECT iYPE : NEW DEAL iYPE= CS PROJECT NUMBER: 69744 DEVELOPER: • VELMEIR COMPANIES Pmlr:r~r'.:! 11 Je,Jelopme:1~ WEST BLOOMFIELD. Ml 5757 W. MAPLE, STE. 800 (2-4a) !il9-7997 ARCHITECT: 719 Griswold St. Suite 1000 Detroit Ml. 48226 Tel. 313-221-1111 Fax 248-936-8675 ENGINEER OF RECORD GRAND RAPIDS, Ml 3950 Sparks Dr, SE {616) 574-8500 SEAL= REVISIONS/SUBMITTALS: PREAPPLICATION MTG. 08/24/2012 PRE-SCREEN MEETING 12/27/2012 SITE PLAN SUBMITTAL 01/10/2013 DRAWING BY: ET DATE: 08/24/2012 JOB NUMBER: 12943584 COMMENTS: NOT ISSUED FOR CONSTRUCTION r-= ==-==-KING COUNTY PUBLIC ==-==-HEALTH CENlER 76 LF OF 12" SOLID HOPE --==-=-STORM PIPE @ 0.5% WITH -==-==-TWO END SECTION AND 10957 1808 8-01-12 I I \ I I I I \ f \ EXCEPTION 3-10' POWER ~/L\~-'~- EASEMENT #5664146 I \ I ", ' ' ' ' ' ' \ \ \ \ \ \ \ ACCESS TO ~ 106TH PLACE 4 ----------\ ~c:~\ :\,_ FOUND REBAR/CAP CAP UNREADABLE 7-20-12 CHIROPRACTIC OFFICE SAMITARY SEWER MANHOLE RIM=370.63 I.E.=362.23(5'D1 NE) I.E.=361.03(8"PVC E) 1.E.=360.53(12"PVC S) I.E.=361.13(8' PVC NW) LADDER (SE) l ' I I :£ I 50 LF OF 12" SOLID HOPE STORM PIPE @ 2.4% FLARED END SECTION --- IE= 367.36~ CONCRETE DRIVEWAY ENTRANCE Copyright© 2012 URS Corporation, All Rights Reserved B"•u ~ ccRl@t,P rvATER ------ / / I 4 T-1 I I I I I i I ---' ' I --r-T I I I I I I I I I I I PROPOSED FULL ACCESS CURB (SUBJECT TO CITY APPROVAL) FUTlR: FETAL 1.1 Ac. I \ I I I I I I "' " I c£L0S EXISTING 1----'---i FULL -ACCESS CURB CUT EX. FIRE /EXISTING RIGHT-IN FIRE HYDRANf HYDRANT RIGHT-OUT ff' WATER I', I ', I ', I ' I ', I ' I \ I \ I ~ I «' I \ I ' I \ ,.b '\ ~ \ I I \ I I I I I I I I I I I I I I I I ... , I I I I ______.,,__ I ,,.-1 _.,..... I _,.-" I I ,...,... I \_........... :...-1 .,.,,.,,. I I ~ lli 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 ZONED: CA ROMINO'S PIZZA u'~ ~~ v \ ~u\ ~~ 'S, / 0 ZONED: CA j I I I l > _,-,------ ' I I I I -----ZONED:-eA-_ - I j I I I I I I I I 1 " T. I I I .7' I I ff' W TER I I I I I I I I I I I I ~ l ~ ~ t '1 @ CHIROPRACTIC CLINIC ZONED: CA WEST & SON'S TOWING ~ .. r~ .. -+ US BANK SITE LAYOUT LEGEND CONCRETE CURB & GUTTER SIGN TURNED DOWN CONCRETE SIDEWALK BARRIER FREE RAMP PARKING AREA STRIPING ISLAND STANDARD DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT TRAFFIC FLOW PARKING STALL COUNT TRANSITION FROM NORMAL TO REVERSE SLOPE GUTTER SECTION (5' TRANSITION LENGTH) . . . . . . · I © 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. SEE SURVEY PLAN FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. 2. ALL EXISTING ONSITE IMPROVEMENTS TO BE REMOVED (INCLUDING THOSE ON EXCESS RETAIL LOTS). OFFSITE IMPROVEMENTS TO BE REMOVED AS REQUIRED FOR PROPOSED CONSTRUCTION ACTIVITIES. 3. ALL SITE CONCRETE SHALL BE DESIGNED FOR A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. WB-50 DELIVERY TRUCK SITE LAYOUT KEY A5 HEAVY DUTY BITUMINOUS PAVEMENT. A7 STANDARD DUTY BITUMINOUS PAVEMENT, A28 BUTT JOINT CONNECTION TO EXISTING PAVEMENT, C3 TYPE 1 CONCRETE CURB & GUTTER, C4 TYPE 2 CONCRETE CURB & GUTTER, C9 STANDARD DUTY CONCRETE WALKWAY /PAVEMENT, C10 CONCRETE TURNED DOWN WALKWAY, C11 HEAVY DUTY CONCRETE WALKWAY /PAVEMENT, C28 CONCRETE FLUSH TURNED DOWN WALK, C36 BARRIER FREE CONCRETE IN-WALK RAMP, SITE UTILITIES LEGEND MANHOLE CATCH BASIN CLEANOUT VALVE (WATER) GAS SERVICE • • @ SEE DETAIL A5 SEE DETAIL A7 SEE DETAIL A28 SEE DETAIL C3 SEE DETAIL C4 SEE DETAIL C9 SEE DETAIL C10 SEE DETAIL C11 SEE DETAIL C28 SEE DETAIL C36 WATER MAIN ----w---- SANITARY SEWER ~---sN~--.-- STORM SEWER 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHALL BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS & ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. 3. MINIMUM BURY DEPTH OF WATER LINE IS 5.5 FEET TO TOP OF PIPE. GRAPHIC SCALE 30 0 15 30 """ .,.j I -- BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITES SHALL CONFORM TO THE LATEST A.D.A STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUil T TO THE GRADES AN:> SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WAU<WA YS AND IN ANY DIRECTION IN A BARRER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM-lONGITUOIIIAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM LONGITlDINAL SLOPES ON Cl.JIB RAMPS SHALL BE t12. I F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) BENCHMARK II All cl-2v,Jtio113 arr; b::ised on ~.JP.VO BR ,L1lur:1. Cor-to.1rs '.He illuslrul.ecJ u. , .O' irilervc::c: ml # ) Elevoli[Y1: 40C.96S' KC Bf,1 "FS!',". r;r,1-HOL'R DA--:-A =,CR G,\UL,Nll surN[Y P[l('T~f,/IED II'.: ,.'l.11 Y 7D 12, BY SITTS & HILL [\IGINlLI\INC INC. SURVEY BY' Sl'I'TS &: HILL ENGINEERING INC. 4815 CENTER STREET TACOMA WA 98409 TELE. (253} 474-9449 FAX (253} 474-0153 VELMEIR RETAIL PHARMACY CUST<?!-4,.:1~273 FEAR UMIVC-Tifll STORE NUMBER: 10285 N\./C CARR RD & BENSON DR. RENTON, \./A PROJECT 'TYPE : NEW DEAL 'TYPE= CS PROJECT NJMBER: 69744 DEVELOPER: • VELMEIR COMPANIES PortnPn In IJcvclopmcnt WEST BLOOMnELD, Ml 5757"W. WAPI.E, STE, 800 (Ufl) 539-7997 ARCHITECT= 719 Griswold St. Suite 1000 De1roff Ml. 48226 Tel. 3!3-221-1111 Fax 2"8-936-8675 ENGINEER OF RECORD GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616) 574-8500 SEAL= REVISIONS/SUBMITIALS: PREAPPLICATION MTG. 08/24/2012 PRE-SCREEN MEETING 12/27/2012 SIJE PLAN SUBMITTAL 01/10/2013 '" .. ,, 1 0 lUIJ DRAWING BY: ET DATE: 08/24/2012 JOB NUMBER: 12943584 TITLE: PUBLIC UTILITY PLAN SHEET NUMBER: C2. 1 COMMENTS: NOT ISSUED FOR CONSTRUCTION \ I ', ' I ', (', I ',"'- ' /' ', 102 LF OF 12" SOLID HDP~ ',, ' STORM PIPE @ 0.5% ', (, '-... I ', 4' DIA. CE\' 3 ', ' w I DITCH GRATE ', ' ' RIM = 376.2\ ,, 12" N IE= XXX.XX ',, " 12" E IE= XXX.XX \ 12" SW IE= XXX.XX \ 72 LF OF 12" SOLID HDPE STORM PIPE @ 0.5% I I I I I I ' ---------\ ~ \ FOUND REBAR/CAP , 1 CAP UNREADABLE : 1 328 LF OF 6" scH 04d 2 ,+---L d-,, ·'!1 \_, SAN. PIPE@ 0.5% --------'"", L 0..W.:-J~';:-l--~1-:~,' \ I I -" \./ '!I I I ' 4' DIA. CB #2 ff -=~----"',),-".'.'._J, 1 \ I ,~, I I ' ' w CURB GRATE I I : z I '\ ' RIM = 377.00 1 iJri "' 1 ', ', 12" NE IE=XXX.XX~ ' rt). •"' \ EXCEPlieN :j'JI JEzs·X~A"'J<X :,/ '\. \ EASEM~:4f ffej5tlfiz5t2(J(3XX~ . !· --\ - 11 , I 4' DIA. CB #9 j"1/jr--•7& /r,, -\, w CURB GRATE I I, ' • RIM = 375.42 1 ' 12" NE IE= XXXEPTION 5 --6' INGRESS, / / ---\ --, I/ 1'f-11 -----111 EGRESS EASEMENT #9009170443 __ _ 42 LF OF 12" SOUD HDPE STORM PIPE @ 0.5% / I I -wi2'',Dr.flA.1RlfCiB~#1i.'i1FO ----------'Ii I W CURB GRATE 1 z VI RIM = 374.62 ----/ : // / 12" N IE= XXX I : // v/ ,~l~~="''i:1 4' DIA. OUTLET STRUCTURE I ,J i i'f1;;~·RP.6~~o"rR: ..... A._ C ~ i 131 LF OF 12" SOLID HDPE STORM PIPE @ 0.5% ,,, I ', I ,, 110 LF OF p" DUCTllE)RON FIRE PROTEplON LINE \ 4' DIA. CB 4 +,W,,.../~R:--:0-:-:LLE-ccD,..:....,..:CUc:,R::,..B ""G"--RAJLJE.,._, FUTlR RET AL 120 JLF OF 1.5" TYl?f 'K' COPf ER WATER SERVICE I ', ,-, I I I RIM = 380.96 12" N IE= XXX.XX 12" E IE= XXX.XX 12" W IE= XXX.XX J, 4' DIA. CB' 5 7 W/ DITCH GRATE 1 RIM = 380.75\ / 12" SE IE= XXX.XX / / 12" w IE= xxx.xx/ I / I / I I I I I I I I --;--+----' \ I 1 62 LF OF)2" SOL\D HDPE I I I I I I 1 \I~~ I , ~ , ·~O~~/PIPE:@ O.:j% .._ _., _.... _.., I _,,..,,,,,-· I I I I I <P / ~ "' ',, I ' \ I ' I I I I I I I I I I I I I I \ I I \ I I I I I I ~ / : 'fl I I I I I I I \ PROPO~ J \ RETM-I I I I \ 16,273; sf / \ 1.67 *'· ,' ZONgj: COMMERCl.'f-ARTERL'\L (Cf) PAR\ING RE~UIRED: 3t PARKING PR,OVIDED: ~9 I I / / I I / I I I I / j I I I I I I I I ' ' , 143 LF OF 6" SCH 40 I SAN / . , ., PIPE @ 0.5% I / / I / I ' 1 fJ' WATER I I I I I I I I I I I I I I I I I I ---"STOP" I I I I I I ' : I I I I I I \ ', I I I I l ----I I I I I ---------~ 4' DIA. CB W/1 CUR~ G RIM:= 38f00 12" NW 1-= X .7' IRECTI NAL NLY I I I I I I I I I I I I I I I I I I I I .xx > ._::_____.,,..<-/--,/-"'/ ,,,..,,-.,,.... ,"" \ ' \ \ ; --- --, \-' -----\-"\;;2----~~IIT~A~R':':,' ~SEc\\Wffi MAl~HOti:-,///>', FOUND REBAR/CAP _ : _ - . ', 5L_ m RIM=397.78 ,/"' PACE LS #11691 .]""' -___ _ , _ . __ <,.----€€0Nffil'Tcrrf<IVEWAY / 2 DROPS 1 LUMI . 8--01-12 , - 1 ', -~= '-'-}{' lic!"'l!D,µIA,,,.n~,CB\;',cRl. ~7,M'"l,__=-----I . ENTRANCE I.E.=388.13(8"PVC E) ' -= -------r~l~flt!Cl;IJ@lATE ------------------------~1 E;3sria1°;s(1s"~py~r.~s~F,_) --------=~~ s;ql\!~1 FOUND 2" BRASSIE w"it' 0 I>' _, -------.jlll,lr-ilJ6.00 I.E. 387.78(8"PVC W) _ __ _ _ WN 0.4' CONCRETE DRIVEWAY ~ 12" SE E=-~XX:X)f LADDER (S) ----ANIIARY SEWER MANHOLE --19--12 ENTRANCE ---:::=:---c:------' ~-~ -0AR R-R Et-(_S_ E-LI6I~ ---: ·~~'=1ii.~~(ff'PVC NE) ------------_::::::--4"" IA. MH--r--------=-----=---------'),:; ·,Q "LADl ( 201 'l '~ --l.E.=388.68(ff'PVC W) --------W/ SOLID COVER -----~~~==--='._{..;_)_:::'J.lll!-~~~=--t:3':~r.~c:I=--==:ill~:::----_LADDER (S) RIM= 375.2 ~ ------= - ___________ ,2. E IE= 370.65. (EX-)---------=====-----r ---n:_ NE _I_E= _3.6&65, _:.-----\ ------===rl"-vr~.s I \ ~ ------------- @ I I I I I I I I I I I I \ I SITE UTILITIES LEGEND MANHOLE CATCH BASIN CLEANOUT VALVE (WATER) GAS SERVICE WATER MAIN SANITARY SEWER STORM SEWER • • ® ----w--------sN--~-- 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHALL BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS & ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED L0CATIONS PRIOR TO EXCAVATION & CONSTRUCTION. 3. MINIMUM BURY DEPTH OF WATER LINE IS 5.5 FEET TO TOP OF PIPE. , GRAPHC SCALE 30 0 ""'1 -..I 15 30 --I I F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) BENCHMARK# .l\ll c cvafons ere basec 'Yl r,1,wc 88 dult,rr1 Ccmlcur:, me ilL.Js.rc"eJ ut I.()' irter-.mls t:3~~ #I) Elevation: -rnn_q\-ifr ,<:._; B'v1 "FSA". C:Ci~TOUR DATA PER ::;RJJI\O SU~VlY Pl~HJ~HEC IN JLJLV 20· 2, BY S!TIS ,Zr HIU_ =-1,JC; I\FFRll'JG INC. VELMEIR RETAIL PHARMACY CUST~~27. 3 REAR ut11vc-THRU STORE t-lJMBER: 10285 N\./C CARR RD & BENSON DR. RENTON, \./ A PROJECT TYPE : NEW DEAL TYPE: CS PROJECT NlM3ER: 69744 DEVELOPER: • VELMEIR COMPANIES r-=icrtner:: In nevelopmeril WEST BLOOMAELD, Ml 5757 W. MAPL.£, STE. 800 (2.48) .!139-7997 ARCHITECT: 719 Grlawold St. Suite 1000 Oetrolt Ml. 48226 Tel. 3fa-221-1111 fax .248-936--8675 ENGINEER OF RECORD URS GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616) 574--8500 SEAL: REVISIONS/SUBMITIALS: PREAPPLICATION MTG. 08/24/2012 PRE -SCREEN MEETING 12/27/2012 SITE PLAN SUBMITIAL 01/10/2013 DRAWING BY: ET DATE: 08/24/2012 JOB NUMBER: 12943584 TITLE: City h"' R S1TE UTILITY F@i~~ enton 9 01v1sion SHEET NUMBER: JAN l O l SURVEY BY: · il1J srrrs & HILL ENGINEERING INC. C 2 ~ rru 4815 CENTER STREET O 1s{;fi";11nv;·fFc>,_ =n TACOMA WA 98409 lf:;lf ~ fl= II II TELE. (253) 474-9449 COMMENTS: FAX (253) 474--0153 tco:;;p;yy;;rigglhrttG©5";;2:0o'i"122°"'IuifR1'ss:-Cco;;;r-;;p;;;or:;;a'ti'tio;;;n;:-,-;Aiii11"""ii:Riigghlht:;'s"'iR~e;;s;er~v;,edJ-----------------------------------------------------------------------------------------------------------------------------------------------------===================~===~----------==========~J NOT ISSUED FOR CONSTRUCTION SANITARY SEWER MANHOLE RIM=373.54 1.E.=365.39(6''PVC NE) I.E.=365.44(NO PIPE E) I.E.=365.32(8''PVC W) FOUND REBAR/CAP CAP UNREADABLE 7-20-12 SANITARY SEWER MANHOLE RIM=370.63 1.E.=362.23(6"D1 NE) I.E.=361.03(8"PVC E) I.E.=360.53(12"PVC S) 1.E.=361.13(8"PVC NW) LADDER (SE) CULVERT • --l. I.E.=367.36(12"CONC E) _ .--_ -~---~ --------------- Copyright © 2012 URS Corporation, All Rights Reserved --- 378.62 --' ' FlJ'JUE RETAL 1.1 Ac. I I ill, " \ :·7; \ 380.51 GUT 380.96 I ·. I 1GUT n ~r1 377~9 I I I I-J __ GUT. I I i I I ~ITT ' I \ ! t ~ 380.73 GUT -- CULVERT I.E.<J80.46(12"CONC E) I I ' I -'--/ , , I I [!; .., 382.86 ', GUT ' I I ~ "' \ \ \ \ I I I I I I :..-382.71' GUT r, 1-f-, I \ I \ I I \ I ' ' ' I I CULVERT I.E.=388.76(12"CONC W) CULVERT I.E.=388.25( 1 t' CONG E) ---"STQp'' "TRAFRC" \ 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 ' 4,.-.;-~ 381.40 GUT v,r-.,.._ I I I I I I I I I I I ----j---:,'o:, I I I I I I I 383.90 sn: I 394. 1W l I I I I I ' 383.11 1 GUT 1 I I I I I I I I I 379.75 G I I I I I ~ I I /383.0 / RIM I I I \ I \ I \ I I I I I I I I I'--_.. I I I I I I PROP<$> ~ I ..c=T Ai.. j \ ~I I I \ 16,273/ sf / \ 1.s1 t/c. I z~N~: COMMERClf ARTERIAL (~) PARilNG REQUIRED: 3~ PARKING PROVIDED: eyg 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 <t, 'p I I I I I I I I I I I I I I I / 384 .. 40--Hol-J I BIT 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 400. I CONC/ I I I / I I I I I - I I I I I I I I l FOUND RR SPll(E 7-19-12 ® I I ·-----~ ----- I I I I I I I I I I I ANITA Y S IM=39 .79 R MA IHOLE· 1- 1 I. .=38 54(8'' VC E) I. =389. 9(8" WC S) LA DER E) -~:--1 .7' 1 " T. IRECT NAL NLY 8'' VI TER :/. 0 N -a, :~/~ I I I I I I I I I 3 FOL ~D RE AR/ P PAC: LS 1169 I 8-( 1-12 I I I I I I I I I I I I 3 ' SPOT ELEVATION FLOW DIRECTION WITH GRADE SLOPE LABEL SWALE/DITCH OR DIVERSION DITCH GRADE BREAK CONTOUR LINE BARRIER FREE NOTES GRAPHIC SCALE 30 0 15 30 ~-~ I --. SITE GRADING LEGEND )( 900.00 BIT CULVERT END SECTION II W\RIP-RAP 2% .... ( 0..-HYDRANT & VALVE ® 0:1 {ccc= MANHOLE • -···-CLEANOUT [!] " CATCH BASIN • --900-- GUT =GUTIER BIT =BITUMINOUS PAV'T CONC= TOP OF CONC. RIM=UTILITY STRUCTURE TW= TOP OF WALL SW=SIDEWALK G=GROUND SPOT REFER TO SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE AMMENITIES ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) BENCHMARK If /Ill elevulion;:; c.1··e l;asc:d on NAVO di::: d(ltwn. Contours arc ·11,_JslrCJted ui. 1.0' iritervu s 1. ALL PEDESTRIAN FACILITES SHALL COIIFORM TO THE LA TEST A.D.A. STANDARDS. BM # 1) Elc:vation: 400.968' l<C 3M "::-st\' c.:m,ro:~-) ~ATP,. PCR 2. ALL IMPROVE~TS SHALL BE BUil T TO TI£ GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WAU<WAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKJ,IG SPACE SHALL BE 1:48. MAXIMUMt.ONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB RAt..PS SHALL BE 1:12. ,'.";ROUW) SlJ~\FY rF~FClr-{I.JIED IN ,JJ_Y 2012, 3Y SIDS &. HILL FNC:lt'1EERl~:C: INC; SURVEY BY: SITTS & HILL ENGINEERING INC. 4815 CENTER STREET TACOMA WA 98409 TELE. (253) 474-9449 FAX (253) 474-0153 VELMEIR RETAIL PHARMACY CUST~,:1~273 FEAR Ul'IVC-llRJ STORE NUMBER: 10285 N\./C CARR RD 8' BENSON DR. RENTON, \./ A PROJECT TYPE : NEW DEAL TYPE: CS PROJECT NUMEEA: 69744 DEVELOPER: • VELMEIR COMPANIES Pucher-s In -)e,12lopr1c1~ WEST BLOOMFIELD, Ml 5757 W. 'UAPlE, STE. 800 (2-48) 539-7997 ARCHITECT: 719 Griswold St. Suite 1000 Detroit Ml. 48226 Toi. 313-221-1111 rax 248-936-8675 ENGINE:ER OF RE_CORD 1JRS GRAND RAPIOS, Ml 3950 Sparks Dr, SE (616) 574-8500 SEAL= REVISIONS/SUBMITTALS: PREAPPLICATION MTG. 08/24/2012 PRE-SCREEN MEETING 1212712012 SITE PLAN SUBMITTAL 01/10/2013 DRAWING BY: ET DATE: 08/24/2012 JOB NUMBER: 12943584 TITLE: SHEET SITE/P~]tr~ ~enton GRADING PLANDivision NUMBER: JAN 1 0-2013 C Y1~~61~0W~[Q) COMMENTS: NOT ISSUED FOR CONSTRUCTION SANITARY SEWER MANHOLE RIM=373.54 1.E.=365.39(6''PVC NE) I.E.=365.44(NO PIPE E) I.E.=365.32(8"PVC W) EXCEPTION 3-10' POWER _L-"-\- EASEMENT #5664146 \\ ' ' ' ' ' ', FOUND REBAR/CAP CAP UNl,EADABLE 7-20-12 ' \ ' \ \ ' ' ' \ ' \ ', \ ' \ ' \ ' ' \ \ \ ' \ ' \ EXCEPTION 8 -25' GAS ~ LIC.:~un..1T :#Ot:.01 ?C:..W,na CB#9 AREA = 910 SF (0.02 AC) CB#10 ' ' <,, -~ ' AREA = 2903 SF EXCEPTION (0.07 AC) EGRESS E w STORM CATCH BASIN SANITARY SEWER MANHOLE RIM=370.63 1.E.=362.23(6"DI NE) 1.E.=361.03(8"PVC E) 1.E.=360.53(1'i'PVC S) 1.E.=361.13(8''PVC NW) LADDER {SE) S() - 7 7 20'-12 ""~'" J t \ I.E.=367.36(12"CONC E) __ --- Copyright © 2012 URS Corporation, All Rights Reserved ---- FUTlR: FIET / CB#3 AREA= 10513 SF (0.24 AC) 1.1 Ac. 'i,> " I I \ I r CB#4 AREA = 7117 (0.16 AC) 2 DROPS -/ I I I I I I I I I I <h / / / / \ I / STUB \ "TRAFFIC" I \ I \ I \ I \ AREA = 1 2983 SF (0.30 AC) \ \ \ \ fr r===I \ I \ \ I I I I I I \ I I I I I I I I I I I I I I I SF / / I I a; ,;, I ' ' , , ' / , ·~ I I I I \ CB#5 I I I I I I k~ . AREA -12697 (0.29 AC) --..,--,+--;-~ CULVERT 1.E.=388.76(12'.'CONC W) \ \ \ I \ I ' I I " SF i\ \ \ I I I I I I ' CULVERT I.E.=388.25(12"CONC E) \ \ \ \ \ \ \ \ I --------"STQp'' \ "' '1k \ \ I I I I I I I I I . I I I RAIN \ GARDEN TYP. : I I I I I I FOUND RR SPIKE 7-19-12 0 I I -...._____ --I; ---------~ I I I I I I I @f----SN--- I I I l=?-"'i"\ =r--1--r-r I 1 1 \ \ \ I I I I I I \ \ /---,\ I'----! i ---1 I f I ---, I I -------t - \ ' I / STORM C~AT[,;;Ct[J3~/-""" __, RIM=jTo.38 '!. I.E.=373.40(12"CMP E) I.E.=373.36(12"C --=-"'--~ --- I --, 4' __ ~-----{is ---1---~ I T I CB#2 AREA -15387 SF (0.35 AC) I I I I I I I I I I "' '? I I I I I I I I I I I I I I BLDG / AREA -1 6273 SF 1 I (0.37 AC) , ',-----r----~J I I I I I ANITA Y SE IM=39 .79 I. .=38 54( 8" VC E) I. .=389. 9( 8" ~C S) LA DER E) WI lo 0 c°'-J -en ,~/~ @ -~ ~ 1 " T. I .7' I I I IRECT NAL I I NLY I I I "' I 1 FOL \ID RE AR/ P PAC: LS 1169 I 8-( 1-12 H111f SANITARY SEWER M NHOL ~/1, r1 I I I II t~Mt;i.-t(alPv N I 1 1.E.=389.95(8"PVC ~~ + SET MAG • s 42'23'04'' w I, LADDER (SE) ~' 7-19-12 ANITARY 3£Wrn-MJ\NAOL£ ///""----'---\-FOUND REBAR/CAP -,/a -- I 21.60' ;1 :_ .,,-PACE LS #11691 r-" RIM=397.78 /' PS UMI • -COl;t~EIE DRIVEWAY I.E.=JBS.1J(S"PVC E) / 2 ORO , 1 L 1_ 8-01-12 , --~E n~ -FOUND R!fil[l,!D\~ _____________ ..JI~=~~-";,,~'--:"':+-----------J "-'li\! FOUND z·, BRASSIE W,t::,:il:- IW:ELS #111o6,9~1-----------I.E.=387.78(8"PVC W) --+------B,QWN 0.4 8-01-12 _ LADDER (S) --"e"'SANITARY SEWER MANHOLE 1~19 -12 =::::=:.:-::.==~---,~~-E>ARR-R·B-.---~E-LI6I~ -"'~~;::i:(ff'PVC NE) -----i.E.=388.68(8''PVC W) _25,,S~LAD-i:-~101-2--1= __j.ADDER (S) ----~ 1 00 ---- -~11111111111 -·- ' ..-... ,..,...;..----- GRAPHIC SCALE 30 0 15 30 ""9----: : F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) BENCHMARK II ;\II ele·:'cJlicns are Qc,s2c..! un NA\llJ 88 dcnJm. Cuntowc; ore i lt:,;[r'.Jtc:d ct 1.C' ·ntcrvals Ll\-1 # I) :.:.le•,iotion: 4UU.'.:lb8' KC ::::ll/: "f-SA" cot-nr.m Df'1TJ\ PfT r:Rrnnn SlJ~\FY PF:RFOR.\1ED li\1 ,JU_Y LD12, BY SIIS &: C":IL~ E~~GIN:::ER:r,.G !1\1~. SURVEY BY: SI'ITS &: HILL ENGINEERING INC. 4815 CENTER STREET TACOMA WA 98409 TELE. (253) 474-9449 FAX (253} 474-0153 VELMEIR RETAIL PHARMACY CUST(!-4,.:~~. 3 REAR urnvc-llftJ STOFE NUMBER: 10285 N\./C CARR RD 8. BENSON DR. RENTON, \./ A PAOJ:CT TYPE = NEW DEAL 1Yf'E: CS PROJECT NUMBER: 69744 DEVELOPER: • VELMEIR COMPANIES WEST BI.OOMFIELD, Ml 5757 w.-wliPLE, STE. ·aoo {248} 539-7997 ARCHITECT: 719 Grlswold St. Suite 1000 DelroH Ml. "8226 Tel. 313-221-1111 Fox 2,4.8-936-8875 ENGINEER OF RECORD GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616) 574-8500 SEAL= REVISIONS/SUBMITIALS: PREAPPLICATION MTG. 08/24/2012 PRE-SCREEN MEETING 12/27/2012 SITE PLAN SUBMITTAL 01/10/2013 DRAWING BY: ET DATE: 08/24/2012 JOB NUMBER: 12943584 TITLE: DRAINAGE CONTftQ!,0 f};LAN Pi~-. 'ir;1,t,·_,_ coMMENTs: · '· ~ l!;,'!lf1uwLfff 'O NOT ISSUED FOR CONSTRUCTIOrP .\f ~ ' ' I ' ' .. 1 ·H:~,·;F ~··.·r'-----, ~ .. J .:· ,-,., Copyright © 20 12 URS Corporation, All Rights Reserved , ' ,3··'. ;,.· · ..•. · .• ,.'· i'· -_, ' " -. "· ' ">;"•''---1 . --IT- l I VELMEIR RETAIL PHARMACY CUST(!t~273 FEAR uravc-TtftJ STOfE NUMBER: 10285 NWC CARR RD & BENSON DR. RENTON, WA PROJ:CT lYPE : tEW DEAL TYf'E: cs PFnECT Nll&:R: 69744 DEVELOPER: • VELMEIR COMPANIES WEST BUJOMFIEU>. Ml 5757 ·w. liW'I..E, S1[. soo (248) !!39-7997 ARCHITECT: 719 Griswold st. Suite 1000 o.trall Ml. 48226 Tel. 3!3-221-1111 Fox .248-936-8675 ENGINEER OF RECORD GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616} 574-8500 SEAL= -----· -~ REVISIONS/SUBMITTALS: PRE-SCREEN MEETING 12/27/12 SITE PLAN SUBMITTAL 01/10/2013 OftYor COMMENTS: P'a· Fl @u:,<-lr r1ry · o·'Of/ g IV/s/ NOT .ISSUED FOR CONSTRUCTION ,. \ ' I ' ' L j- I I \ \ ' '·f· ;J; I f- ' WLI I ' I .~ --J}5. / / I ; I I I I rn I -· DJ I "I I in I ".' 'P ' I I ·--[l I I ' ·1 ·i ! '• I ( : 1 1_'! ,·:1 I ';: -1-----I C I I I , I ! ' '1-. I',, I I ' I Copyright © 2012 URS Corporation, All Rights Reserved r- ! ---1 I I _j I I I --, I I I ---r--- I 1- -I- I --+ _\_ I I I I I I \ \ I I I I 149 SF PWlTING BED 7' / 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 r/_; I I 'P I I I I I I I I I \ PROPO*° !l? ', RETAL I I I I \ 16,273/ sf / I ' I I 1.67 f',C. I zoNrg: COMMERO":L ,\R1ERIAL (qA) PAR0l(\NG REGLJ\RED: 3~ PARKING PROVIDED: q9 I I I ; I I // I I ; I I I I I / / ! I I I I I I I NATURAL STONE / / WEIR / I I I 653_SF-RAIN GARDEN -----PLANTING BED I -----·-- I I I I I I I I I I I I I d, /,/ 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 \ \ 3 ~ "1 I I I ----------I 1 I 3 \\ \ \ \\ I 3 \ \ \ \ I \\/ 3 \' \ ~\ \ I\\ \ '1 \ I I i ', \ I I ,, \ \ \ \ \, \ \ I I . I ' ' \ I , __ I\ ---1 i \ \ \\ ~i '1 \ I t1 \ \ I 1 5621 SF I I I PLANTING BlD \ n ~ I I 5) ~ENCH~S; BRIC~ PAVER PLAZA I ' I I 8" FLOWE~ING CHERRY T0 1 ' ' I BE REMOVE/ I I \U\i:::=±==:i/ =111 I I I I I I I I I I I I I I I I I I I'' ii I" I :I I @~--SN --------/ I I I I I I I I I I I I I I SOD 3 \ I I I I I I I I I I I I I I I I I I I I I I I I !'vf) 0) so1Y 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, l.--1 , i I \ I __ , I I , I: \ • -----c 562 SF\ \ '\ \ ----_\---PLANTINIG BED l \ --t-+-',--,-. ·1 1 ~ 5) BENCHES Ull::::t11:tt;t:a--, •· , 1 , -, ';' ,' I I ----I ~ BRICK PAVER ,I_'--/ i I PLAZA I ;' _ ~----r· I 1 \c--,HcH-//_ J LANDSCAPE PLANTING LEGEND M;, n M;, M X i,l i,l M X ~ ?. \o:?. X ~?. EXISTING TREES DECIDUOUS TREE ORNAMENTAL/FLOWERING TREE EVERGREEN TREE LOW SHRUB/ PERENNIAL, GROUND COVER PLANTING BED RAIN GARDEN PLANTING BED , 25 SF RAISED PLANTER 30 ~F RAISED PLANTER I , ~~ ~@[~tu"D=i1 GRAPHIC SCALE 10 0 5 ~ ~....l : -~ 10 : ------~1~~~/f,~0 - ------------_-_-_-_-_-_:__. - -·---------'-C,r -----------=-=----===:_::-_______ ~ ------------- -----. 111111111111 GRAPHIC SCALE 30 0 15 30 k-..,j -I I ,,--,------------ 1-,---.-1 I .. :. I I· · ..... : · .I L .. • • .I l_:.,. __ ,_.1 TOPSOIL AND SEED ALL DISTURBED AREAS LANDSCAPE PLANTING DAT A PARKING FRONTAGE = 255 LF /30 = 9 TREES REQUIRED 9 TREES PROVIDED INTERIOR LANDSCAPE = 69 PARKING SPACES / 6 = 12 TREES REQUIRED 12 TREES PROVIDED 69 PARKING SPACES • 25 SF = 1,725 SF REQUIRED 1,844 SF LANDSCAPING PROVIDED = 1,844 SF LANDSCAPING / 20 = 93 SHRUBS REQUIRED 93 SHRUBS PROVIDED SURVEY BY: SIT'l'S & HIU ENGINEERING INC. 4815 CENTER STREET TACOMA WA 98409 TELE. (253} 474-9449 FAX (253} 474-0153 VELMEIR RETAIL PHARMACY STORE NUMBER: 10285 Nw'C CARR RD & BENSON DR. RENTON, w'A PROJECT TYPE : NEW DEAL TYPE: CS PROJECT NUMBER: 69744 DEVELOPER: • VELM EIR COMPANIES WEST BLOOMnELD. Ml 5757 w . .iAPL.£, ·sn.:. aoo {2~) 539-7997 ARCHITECT: 0NORR An lngenium Ciroup company 719 Grlswold st. Sutte 1000 Detroit Ml. 48226 Tel. 313-221-1111 Fax 248-936-8675 ENGINEER OF RECORD _ GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616) 574-8500 SEAL= REVISIONS/SUBMITTALS: PREAPPLICATION MTG. 08/24/2012 PRE-SCREEN MEETING 12/27/2012 SITE PLAN REVIEW 01/10/2013 Or, I 1 0 tU/j DRAWING BY: pdr DATE: 08/24/2012 JOB NUMBER: 12943584 TITLE: LANDSCAPE PLAN SHEET NUMBER: L 1 . 1 COMMENTS: NOT ISSUED FOR CONSTRUCTION NORR ARCHITECTS ENGINEERS PLANNERS 2600 Capitol Avenue Su i te 220 Sacramento , CA 95816 www.norr.com PHOTOGRAPHIC RENDERING FROM THE SEC OF CARR RD. & BENSON DR. LOOKING NORTH WEST .'J, ' ' :., City Of n p .,en tanning 0 .. IV/S/ JAN I O 2013 V E L M E I R ij~~~1 ~~ COMPANIES PART/1/ERS IN !J EVELOP!v/EN T - 1 A2 2 A2 WEST ELEV A Tl ON SCALE: 3 /32" = 1'-0 ' ' STUCCO -n'PICAL _llj I CAST STONE --1i'PICAL. ~ BRICK VENEER TYPICAL SIGN AREA -TYPICAL ---~ c~TrJ __ coRMrcE ____ -======\::::\::==========::;:, -r V ELEV -20'-8" ~ , ----i;:===========-::,--:c;:,-r '\=====\\--~===~~~, \========~-~.~"'-·- SOUTH ELEVATION SCALE: 3/32" = 1'-0 STUCCO -TYPICAL CAST STONE -TYPICAL. BRICK VENEER -TYPICAL . ----- C~:. COr\rWT ·v ELEV -37'--o=----+-.....-t;""""=============,,:i SIGN AREA -TYPICAL ""' -- TO. CORNICE CL[\/ = Ji'-0' , _______ --- Fl1'IISH FLOOR ,I,. ELEV. -0 0 y ,r; ., ' ' ' ;~_,,,' ,,;; ' ' L _______ ....J I I --__ j '--"----' > r; ,C,', L , ' " JI ,. I'° ' I --n ro f O CORNICE [~ ELEV -3r-c· V -_f~I N~IS_H _f~Lo_oR=,' _rli. ELEV o· o" V tj- 1 \==.==----= ---==== _-_-----T TO. CORNICF d!._ t1l V. --28' -0" ~7 "' N 3 A2 EAST ELEVATION SCALE: 3 /32" = 1 '-0 BRICK SCREEN WALL I I -'k-----~-~· -- STUCCO -TYPICAL CAST STONE -TYPICAL. BRICK VENEER -TYPICAL ~ lO __ CORN_ IC"[-~--'k--~=============r -V ELEV= 37'-o' , _--T 1 \--.c-_=_=. ==,====~=,~=11=. ,fit-------------:r----SIGN AREA -TYPICAL L _______ _J f--·:::' -· BRICK SCREEN WALL-+-~\ = ' (lfLiAN!f•IE I _(j,.__~---~~-1-j-17-~ ~ I ~ [l_EV.=1''-Cl" \IJ I'-. __,,--~--FINI Sri FLOOR V c_u::v. "' ~'-c" a J "' I I ~ ;.-, " 4 A2 I ' _ ... ~---LOADING DOCK NORTH ELEVATION SCALE: 3/32" = 1'-0 ,i '° STUCCO -TYPICAL __J J CAST STONE -TYPICAL. BRICK VENEER -TYPICAL I wJ ~ F[c::-_-= __ = ___ ~ __ ~2]~ ~'. , ... , = _. . ~"" I ;_;.,. ,,, ! ' ' ' ' ;., ' =-...r:.;.u.;..r.;.c;r..i ;..c::i ...L~ L'( __ ------/J \-y-----~1 t;""'"========='====::::':;;,--.- a 0 11 I 1 r'?, rr _ 00 N LO. CORNICE ____ 1 ~ ELEV,= ?8'-0" V STORE NUMBER: 00000 NWC S.E. CARR ROAD & BENSON DRIVE RENTON, WA PROJECT lYf'E: NEW DEAL TYPE= FFS CS PROJECT NUMBER: 69744 ARCHITECT OF RECORD NORR /\f..:CH!TECJ'::, tr·.(Jlr,ltl:RS FL.~r.JfJCP) CONSUL TANT: DEVELOPER: SEAL: REVISIONS: SCRUB REC m VELMEIR COMPANIES PARTNERS IN DEVELOPMENT 7201 WEST 78TH ST. SUITE 205 BLOOMINGTON, MN TEL (952) 883-3240 07-13-2012 07-27-2012 PRE-APP REVIEW 08-23-2012 DRAWING BY: F. FRAGA PERMIT DATE: xx-xx-xxxx JOB NUMBER: JCSR10.0112 TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A2 COMMENTS: 5 I 40'-8" ------------------1 I ' II ,-Iii!=====\_~ lDKo STORAGE I 7 MEZZANINE A I I 21'-111" 2 I ~ ~ - B 1 38' 8" ,, 21'-oi" l~i<"dl\1 \ ' : H---~::_u___t--------;lt---l-t--~~='.:11- 1 ;= I L 11=====1r n --'k-------.r;:;:::==1 1..=:;:==Ls=aae=aae=J=::::;:=~" l==c;i L __ ------__ -'·-~I @~-- 3r------- @---- ~ 1 1 MEZZANINE PLAN A1 SCALE: 3/32" = 1'-0 - - I I I ' I I I I I I I I L I I I I I - "'--, ------- ' - ~ -->--T ------ ~ ---------- : 11:: ::11 I : I I ] f I A -0 - = \ I I \ ~ = \; n1~ I\ "' '= I 1-- 0 - - B II 'co I w N ;,-, I sc I ' I 40'-8" 5 RECEIVING AREA OJI] II A I 21' 11 1" -2 = B C D 178'-o" 27'-7" 28'-o" 2a'-o" I' E 29'-ol" 2 F.2 5" II ~~ -= - • + I '(' '-- 5 ;,- I w - ~~~Il:r:-------'j..----(-\3.8 71 3 l------+l---1---- 2.8'----"-'---- 1 2 '>---~I-- 1.1 I 1 '>-'==!i=i~ l 0.5l------+--+- 1' ""' • • i (-1~ -,_.. ,_.. ,_.. ~ I ' ' • I ,j! l _J ' ' ' 1~11 ,_ ~ -i;t Q .. t'-4° iii ~ ;, /'" • = a I PAl!TI! -~ ~ --i~.!==W ,, , I • ·,~ x > I ' r'" ,c l -~ ,,;~ "''- : " L ,tfi»~; ~ V~ I , ·'-y._.U 10~ ('11r\ I • /" ~ 1HT>·-, I I I I ,,/ "rljj -"t t · , __J I -i· ~ f ~ I f PHARMACY J -,-, :li "I: fl< SEA TING I OJ]] : : : 1, ,. [ill] 1 --.. ,_,,, ,~--, --, I .. ,,.._ -<'Jl"11f'H11Cd 'r r!'W"-.e I ij' ' ti <I.OD ::.i. =.. ....... 1:'11 ,, ,rr,.,; m~"'1~,1r-'.r1,nl===I L.., ,z ,:i II IW" ' = RETAIL AREA []_QI] ,---, I I 0 ~ 0 I ~ <( c-w 0- • C--100 I w 0 · :1 ~///'; ;I ,--·-· l1IL_ ------'-.~F-'=F-'"'"-""--=-·"'--=··:'."··""·""--1;f -y-: " L __ J 11 // 11 11 I I 'I 11 I I 11 111 111 / I l'i5I ; I; lr.!i1 I __l I\,~ ~I -0 I I I C 111'-7i" RETAIL HOLD I--I I I t:= = = = = = = = = = = =L=-------±: WALK-IN I COOLER [jQjJ II ENTRANCE 1100 I -v I~ I VESTIBµL . I I~ _ 1100}11 I _LI : -r----I --..111 \ I I I ' r--t-' I I I I I II ~~ Iii I I CHECKOUT []][] .. -.. I I PHOTO LAB ON] I 111111 II iL __ ----'Ji , 1• 1 2'-o"-1\ 35' 4" 2'-4"-t\ 4' 1~·,~ --13:-3~ --"-/~3 -102 27' 7" ,, 28'-o" 28'-o" 29 '-o:," _,J,'lj,_ _____ ~::_4_--------,l'l,J,'f_::_lll_,l,-_ _t-J_:::_-J__--,f,,,_/_+---------"~-----,i'-----__L"__v_ ___ ~f----_____ccc___c ___ ~-c.f------~---~~, 1--,2'-3" 38' 4" 139' 8" E.9 F F.2 A A.2 A.8 B C D E FLOOR PLAN 0 -2 A1 SCALE: 3/32" = 1'-0 • ·C ;,- 1 in ' m I 0 ;,- I sc -- 3.2 . ro I "' -- 2.7 3 ·---o-- --'1.--H 1 STORE NUMBER: 00000 NWC S.E. CARR ROAD & BENSON DRIVE RENTON, WA PROJECT TYPE= NEW DEAL TYPE: FFS CS PROJECT NUMBER: 69744 ARCHITECT OF RECORD CONSULTANT: DEVELOPER= SEAL: REVISIONS: SCRUB REC pj VELMEIR COMPANIES PARTNERS IN DEVELOPMENT 7201 WEST 78TH ST. SUITE 205 BLOOMINGTON, MN TEL (952) 883-3240 07-13-2012 07-27-2012 PRE-APP REVIEW 08-23-2012 =ny u, neriton PIFlnnir,n i\r .. , , 'c:) ..::,/ JAN 1 O 1U!J DRAWING BY: F. FRAGA PERMIT DA TE: XX-XX-XXXX JOB NUMBER: JCSR1 0. 0112 TITLE: FLOOR PLANS SHEET NUMBER: A1 COMM[NTS: City or Renton Piannmg Division JAN 1 O 2D1J NOR ~,.· 2600 Capitol Ave., Suite 220 Sacramento, CA 95816 www.norr.com 0 ' "' N ~ [O CORNJC E 1 2 1.0. CORN ICE ELEV. = 37' -0" --MEZ ZANIN E ELE V. = 11 -8 T,O. COR NI CE ELEV. = 37'-0" 4 WEST ELEVA TION SCA LE: 3/3 2 " -1'-0 E2 SOUTH EL E VA TIO N- T.O. CORNICE ELEV = 29'0.8'' CARR RD. FUTURE 'MNDOW Gl1APHICS 3 EAST EL EVA TION GEN SON NOR TH EL EVAT ION SCA LE: 3/32" -1'-0 TAG @ @ @ @ @ @ © @ @ @ 1.0. CORNI CE ~ ELE V. = 37'-0" --,, WINDOW GRAPHICS TO . CORNIC_E ELEV. = 28 ' ~o" DR . MA IERI/IL / 'IJ[SCRIPTION sruc co -------- STU CCO sru d::o ARCHITECTU RA L MASd NRY UNIT S PAINT PA IW PRECAS T STONE ACCEN T BOL L/\RD COVER ALU/,! STOREFRO NT ALU!li AUTO MATIC DOOR . ' ' I • I ' I EXTERIOR FINISH MHI STY LE / CAT. NO. STO LOTU SAN SYS TEM 191 STOUT LOTUSAN 1.5 191 STO LI T STO LOTUSAN SYSTEM LO TUSAN 1.5 STO LOTUSAN SYST EM 191 STOUT LOTIJS AN 1.5 TBD MODU LAR BE NJ AM IN MOORE BENJAM IN MOORE SUPER IOR PRECAS T SEE "S IT E & -Sffi[E T SEE "SITE & SiREET FUR NISHINGS" SPF( FURN ISHINGS" SPEC SEE SPECS SE E SPECS STAN LEY SEE SPECS SCH EDU LE COLOR NOl ES NA01 -0048 SEE SPECIFICATION PALE YELLOW NA05-0001 RAFTER TAIL SEE SPECIFICA TION NA00 -0047 SEE SPECIFICA TION TERRA CO TTA MATCH PHA RM ACY SEE SPECIFICAflON RED PAINT J'O MA!CH STU CCO "E1 " SEE SPECIF ICA TION PAINT TO MA TCH SEE SPEC IFICA TION STUCCO "[Y' LIM ESTONE SEE SPEC IFICAT ION YELLOW TYP FOR AL L PIP[ BO LL ARDS IUDNI ···--·------ CLEAR ANODIZED SE E SPECI FI CAT ION CLEAR ANODIZED SEE SPECIFICA TION LEG END 0 -RE: EXTERIOR FINI SH SC HEDULE NOTE · SIGNA GE UNDER SE PARATE PER MIT ... z 0 1-z UJ 0:::: ... UJ > H 0:::: 0 • 0:::: 0:::: <( u JULY 27, 20 12