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HomeMy WebLinkAboutLUA-06-098_Large Format-- EXISTING EXISTING FENCE---'>YI EXISTING FENCE~ ----- ----...-----...--------...------ •." ±31'-10" EXISTING CURB-CU TO REMAIN.---<... I I w u I ·~- . ~ wU1 . U1 X . -=-- EXISTING SERVICE/PARTS BLDG. _ T_OREMAIN ±29, 182 S.F. ±100'-0" NEW 1 STORY DRIVE THRU __ .BLDG .. ±8,416 S.F. 64' I I I I EXISTING PAVING~ EXISTING CUSTOMER SERVICE PARKING L ~2STORY--1 OFFICE/SHOWROOM I BLDG. ±15,952 S.F . ..--,_ --I ROOF HVAC SCREENS.__.__ · 1 o~· . I I I I FIRE LANE l - ___ __118' -4" EXIS G CURB-CUT TO BE REMOVE\;!. INSTALL NEW LANDSCAPING AND SIDEWALK TO MATCH ISTING. /'°' EXISt~Rf LANDSCAPE AND \KING ROOF _!:IVAC _ ) SCREENS EXISTING POWER-f+. VAULTS TO -RfMAIN-P mint ~~MEITT ' \ \ \ \ c ~x1dT1N~ J I I I I 121ustD ivE 1cLt A~EJ I Ek1st1N~ I I I I 1 ~SE~ V~Hl¢LE I AR~A i EXISTING CURB-CUTS TO REMAIN. EXISTING LANDSCAPING TO REMAIN. 16 !i = J?J9',j, ~-FIRE LANE EXISTING SIGN EX STI G EWI EA ! I EXISTING LIGHT POLES, TYP. EXISTING CURB-CUTS EXISTING LANDSCAPING TO REMAIN. TO REMAIN. ------- SW 7TH STREET ( __ ------·--·-··· ______ ----~-~E=X=IS~T~~~~H--~=) EXISTING TREES (TYP.) ~ tAMEJSCAf'E -in·---.,, +I I EXISTIN SIGN EXISTI CUR -CUT TO BE REMOV D. IN ALL NEW LANDS APING AND SIDEWALK TO MA CH EXISTING. i ____ ......., I EXISTIN SIDEWALK ~T. F.H. 0 15 30 60 SITE PLAN NORTH 120 30' 4 SITE AREA: S.F. IMPERVIOUS SITE EXISTING EXISTING LANDSCAPING: PERIMETER: INTERIOR: TOTAL: OLD LANDSCAPING % OF SITE: S.F. IMPERVIOUS SITE NEW i ' NEW LANDSCAPING WITH EXISTING TOTALS PERIMETER: INTERIOR: TOTAL; NEW LANDSCAPING % OF SITE: BUILDING AREA: NEW NET: SITE COVERAGE SERVICE/PARTS/ADMIN: SECOND FLOOR: FIRST FLOOR ONLY: SHOW ROOM /ADMIN: SECOND FLOOR: FIRST FLOOR ONLY: SERVICE DRIVE THRU: PARKING: REQUIRED VEHICLE SALES 1/5000 S.F. @8,668 S.F. =1.73 VEHICLE SERVICE AND REPAIR 2.5/1000 S.F. @ 29182 S.F. = 72)5 75 TO,AL PROVIDED : CUSTOMER-63 SPACES HANDICAP-4 SPACES EMPLOYEE-27 SPACES 94 SUBTOTA~ NEW VEHICLE DISPLAY-70 SPACES Ii USED VEHICLE DISPLAY -70 SPACES,,: 234 TOTA· SPACES PLUS SERVICE STORAGE ± 178,889 S.F. ±168,965 S.F. ±7,344 S.F.- ±2,580 S.F. ±9,924 S.F. ±5.5% ±166,577 S.F. ±8,989 S.F. ±3,323 S.F. ±12,312 S.F. 14.5% ±53,550 S.F. ±29.9% ±29, 192 S.F. TOTAL ±4,649 S.F. ±24,533 S.F. ±15,952 S.F. TOTAL ±7,284 S.F. ±8,668 S.F. , ±8,416 S.F. SITE INFORMATION 3 1-w w a: I- (,/) :c c( I-3: I'-- 3:Z (,/) ~ oZ U) w .... a: ROYCE A. BERG. PRINCIPAL 3003 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 NO DESCRIPTION DA TE SITE PLAN APPROVAL 07-20-06 SITE ANALYSIS LANDSCAPE BUILDING PARKING DEVELOPtJE~IT PLANNING CITY OF HENTON AUG O 1 2006 RECEIVED File: 05002/BB-AO-COLOR.dwg JOB NO.: 05002 SHEET NO: DATE: 4/27/06 DRAWN: MATT A5 CHECK: ,-. --------=---------·--·----·-·--·---·--·----·-··-- • :30 I i I -----~·-- BJ\SIS OF BEARINGS: RECORD OF SURVEY VOLUME J ·t 8 OF SURVEYS, PAGE RECOR.DING NO. 971 ·J 149001 66, ,.\l '\T\ '"" · ic:R1·1c" n '"rurvl' I F\ './....., UD -~ \rt.. • f'·\L U1-\ I l 15 ,. -0 30 GRAPHICAL SCALE: I" =c: 30' 6,. 'u .. ! -19.38.29'-- -------"" ' . "' EXISTING cukB CUT TO BE USED FOR I CONSTRUCTION ACCESS AND TO BE REMOVED REPLACE SIDEWALK, CURB/GUTTER AND LANDSCAPE \ ·,----,,,,, ' I . I II\ \I ,:-. ---- /I (i'-< U@ UTILITY PLAN I -····,--··· ··-·--~--------·---··! ~ p © ~ © p ::::, cc :c Md] 1-- I w ~ > -cc C § ........ ::E 0 0 ~ cc 1-- 3: w (no) 0 w cc :c I-(I) (I') ........ w :::c < @fD 0 I-3: -LL ...... - © LL 3:Z 0 (I)~ 3: @fD oZ w IC) w z ... cc ROYCE A. BERG, PRINCIPAL 3003 80TH A VE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 NO DESCRIPTION DATE SITE PLAN APPROVAL 07-20-0fi UTILITY PLAN DEV\!JflPME~IT PLANNING vi rr OF RENTON AUG O l 2006 FIECE!VED File: 05002/BB-SITE-NEW.dwg JOB NO.: 05002 SHEET NO: DATE: 7/21/06 UTILITY DRAWN: SL U1 CHECK: 1/1 --- a (') 0 "' ..,. 0 0 (\J ..... (') -..... (\J C, ~s.-~4-rH· slva ---, I ,. I I I i .lJ I TI I I" I ·I I l I r .I . /' ~ . 60 UNITS --.---------.- -I I -----.·:. I 900 z 0 f-; : (!) ' '2 I I ' ~ ' / : I -------1. ,....., -I ~ij ...I i I ~ ----0::-----., ~.--·----i I ______ ) ~ ~ I I ~ <( . _ .. tt] ,, ·" --··-- 0 z 813 -.--. ----.- 3 --~·-.· ci::: <( a. 1oa1 .. ' 1,0 ' - z .·· .. , - ,.J": . ~-<( ,.. -.. . 0:: ,~ L.. ._;_ . ~--r-u, • :l . ~ 0 ~-•• z-·~ ·• --~ -~ . .'ID z 0 t- (!) _z - 3 , .. ..-. ' - \ ~: .. EAR I ;,c' · i, I c'' '. l.· ii ·.i I.:---, . I ., '-.,. ' ' . ~ •' ' f\.:, -. , ~: F 1..-4~--""""' . ' . ,! ,"f"' ' ~ ... f, '• I .· ' ..... ;1 a: ;!~ '-'=-=-===' ·.·...,, ,,, . ''"""L.:.,-..;,,-..,J [ f ~ --- . --.. ,--.. ""' !i • ,, . ~,.,o rt• ' ,, ,•' ARLINGTO PARK A -'N"···· ~ ..... :tit . ' ~ '!I>" -"' .3~ 0 .... "": I U TRIAL E IUM,, IIIA< ~:t " :,. ' ~' ·--R R c.o .io·U ' • 1 .i,i,7'7 u, v;~ I I• •• ,,.,If .,.. . --,· UI !IOk JI (2) ...,.~ .. '! ' . . T.L.!9 ~ "? 0 0 z_-,SAt.- '----' .,:£.JS CA -~. -r- [}_.outh t R e n t !ii?? · ··-.. :, ... -,±;: .. ;,vE ·c;a]~,J;,~s~ • ¢ :/·.: ::: :i >' ::\;'.\ '.\<\::-:-:\::\\::t\·.::~::.:-:.:-:··· ·.·.·. · · "i a.r Ac. r.ultJ a: w "'~t--~ z -~ ~ CD <( lQ u.i ,_ -c "' w "' ~ ~ .J E BANKER 1.19 Ac;,. :0 ' ' . ' ' ' ' ' ' l ' 0 ourDO~R SW!TCHIN(j STArtoN 1~'-·-·-·1 P~GE.T SOUND POWER ~ "' j UCHT CO j "5, .II 5/JB ST)7tod, L ,., l--~-'J,.--1..-,__J (I) 1 00' 200' 400' ( 2) (3) 600' ---""I 1 "~ 200' NEIGHBORHOOD MAP ,. j I/ 3 4 6 s .J " n_ "' o; I I fl NORTH 200' 1 ROYCE A. IIERG, PRINCIPAL 3003 80TH AVE. SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 NO DESCRIPTION DATE NEIGHBORHOOD MAP OEVHOPMENT PLANNING Cl r'{ OF RENTON AUG D I 2006 RECEIVf::L File: 03078/SHT.DWG JOB NO.: 03078 SHEET NO OF: DA TE: 2/13/04 DRAWN: RAJ A CHECK: EXISTING TRASH EXISTING FENCE EXISTING FENCE-----'IYI EXISTING FENCE--' 9'-4 ----- I I I • \ \ --- \ \ ------ \ I -- \ \ \ ------ \ \ \ -- \ \ ------ \ \:\ \----- \ \\\ \ \ \ IS~ING ~OWER ESMENT \ \ \ \\ \ \ ,\ . "P '],,)) ;·\\\ 1,.'],'o \\ [::?{ \ \ \\ ' ------ I __// \\' ~, \ ~ ,--- I I ±31'-10" EXISTING PAVING~ ' I 1· I . I J--i-EXISTING CUSTOMER -r I I SERVICE PARKING i \ L L----, NEW 2 STORY I ~~. ' ' ' •, '"' ' EW '"..,',,, ~ ~~T. F.H. APE J"§l', ". 1 '.., ". ' ' ".., ' '·, ~ ". ' '•, ', EXIS G CURB-CUT TO BE REMOVE"Q. INSTALL NEW LANDSCAPfNG AND SIDEWALK JO MATCH ISTING. OFFICE/SHOWROOM I BLDG. ±15,952 S.F. --I FIRE LANE EXISTING NEW 1 STORY SERVICE/PARTS BLDG. DRIVE THAU TO REMAIN . BLDG. , ±29,-18:\2 : ~s~.F:,·:,1".'''"\''"''~'''''''·"''I\ ,.. ±8,416 s.F. ±1 oo· -o" EXISTING CURB-CUTS TO REMAIN. EXISTING LAIWSCAPING TO REMAIN. I I 64' ROOF HVAC SCREENS'----' 1 o~· I I I 1{~,1:: ~= --FIRE LANE EXISTING SIGN EXISTING LIGHT POLES, 1YP. EXISTING CURB-CUTS EXISTING LANDSCAPING TO REMAIN. TO REMAIN. ------- SW 7TH STREET ~ I EXIST. F.H.1.W~ __~---__ -_· .. · ... -~~----------~········.·--~ =-~-:__----------~-~---------------~--" _I I 28' EXISTING TREES (TYP.) ~ I.AMBSCAf'E _Lo __ _ LI) -H L_ -:-_ ------------~ EXISTI CUR -CUT TO BE REMOV D. INS ALL NEW LANDS APING AND SIDEWALK TO MA CH EXISTING. I r EXISTIN PYLON SIGN I EXISTIN SIDEWALK I ~T.F.H. 0 15 30 60 ~ ~ I SITE PLAN NORTH 120 I 30' 4 TAX I.D. #182305-9038 LOT 2 OF LOT LINE ADJUSTMENT NO LLA'..c.016-81, AS RECORDED UNDER KING COUNT( RECORDING NO. 8110230764, MORE PARTICULARLY DESCRIBED AS FOLLOWS: ' THAT PORTION OF GOVERNMENT LOTS 13, 14, AND 16 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; ,, AND OF TRACTS 8 AND 9 IN THE SUPPLEMENTAL MAP OF RENTON SHORELANDS; ALL LYING SOUTHERLY OF THE SOUTH MARGIN OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY CONVEYED BY DEEDS RECORDED UNDER RECORDING NO$. 4659 AND 7404, LYING WESTERLY OF A LINE SOUTH 19 DEGREES 14 MINUTES 52 SECONDS EACH,FROM THE MORE SOUTHERLY CORNER OF TRACT 7 OF SAID RENTON SHORELANDS TO A LINE PARALLEL WITH AND 30.00 FEET NORTH OF THE SOUTH LINE OF SAID GOVERNMENT LOT 16, AND LYING EAST OF A LINE BEGINNING AT A POINT ON THE SOUTH MARGIN OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY LINE OF SAID SOUTHWEST SEVENTH STREET; EXCEPT THAT PORTION THEREOF FOR EDWARDS WAY AS DELINEATED ON THE SUPPLEMENTAL MAP FOR RENTON SHORELANDS; AND EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF HARDIE AVENUE S.W. AS CONVEYED TO THE Cl1Y OF RENTON UNDER RECORDING NO 8108030481; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT-OF-WAY OF SOUTHWEST SEVENTH STREET (SOUTH 144TH STREET); TOGETHER WITH THAT PORTION OF SAID GbVERNMENT LOT 13 LYING EASTERLY OF A LINE SOUTH 19 DEGREES 14 MINUTES 52 SECONDS EAST FROM THE MOST SOUTHERLY CORNER OF SAID TRACT 7 OF RENTON SHORELANDS TO A LINE PARALLEL WITH AND 30.00 FEET NORTH OF THE SOUTH LINE OF SAID GOVERNMENT LOT 16, AND LYING WESTERLY OF THE WESTERLY LINE OF A TRACT OF LAND DEEDED TO THE CITY OF RENTON FOR PUBLIC ROAD (HARDIE AVENUE S.W.) UNDER RECORDING NO. 8108030481, RECORDS OF KING COUN1Y; SITUATE IN THE CIT( OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. LEGAL DESCRIPTION 1 SITE SW 7TH ST SW 7TH ST VICINITY MAP NTS 2 SITE AREA: EXISTING BUILDING AREA SERVICE/PARTS/ADMIN.: SHOWROOM /OFFICE: TOTAL: ±178,889 S.F, ±4.1067 ACRES ±29, 182 .F.( 1 ST =24,533 S.F., 2ND=4,649 S.F.) ±5,867 S.F.( 1 ST =5,000 S.F., 2ND=867 S.F.) ±35,49 S.F. NEW BUILDING AREA SHOWROOM/ADMIN.: ± 15,952 S.F.( 1 ST =8,668 S.F., 2ND= 7,284 S .. F) . SERVICE DRIVE-THRU: ±8,416 .F.(6,838 S.F. + 1,578 S .. F ADMIN.) TOTAL: EXTERIOR COVERED VEHICLE DISPLAY: NEW & EXISTING TOTAL AREA: REMOVED SHOWROOM AREA: NET TOTAL AREA: SITE COVERAGE/FAR: NET AREA LESS DRIVE-THRU: ±24,368 S.F. ±10,598 S.F. ' ±59,417 S.F. .r, <±5,867 S.F.> ±53,550 S.F. ±29.9% ±49,712 S.F. W/<6,838 S.F.> 1,578 OFFICE 30% INCREASE (CAR SALES W/OUT SERVICE DRIVE-THRU CONSTRUCTION 'TYPE: Ill B-SPRINKLERED BUILDING HEIGHT: OCCUPANCY: ZONING: PARKING: REQUIRED VEHICLE SALES 44' @ ENTRY PORTAL (B)-MOTOR VEHICLE SHOWROOM/OFFICE (S-1 )-MOTOR VEHICLE REPAIR (S-2)-SERVICE DRIVE-THRU CA-COMMERCIAL ARTERIAL (AUTOMALL 'B' OVERLAY) PROVIDED 1/5000 S.F. @ 8,66& S.F.=1.73 VEHICLE SERVICE-REPfllR NEW VEHICLE 2.5/1000 S.F. @ 29,/82 S.F.=72.95 • 75 TOTAL CUSTOMER-67 SPCS EMPLOYEE-27 SPCS DISPLAY-70 SPCS EXISTING LANDSCAPING. PERVIOUS USED VEHICLE DISPLAY-70 SPCS 234 TOTAL PLUS SERVICE STORAGE NEW LANDSCAPING AND EXISTING, PERVIOUS PERIMETER: INTERIOR: TOTAL LANDSCAPING % OF SITE: ±7,344 $.F. ±2,580 S.F. ±9,924 S .. F. i ' ±5.5% PERIMETER: INTERIOR: TOTAL ±8,989 S.F. ±3,323 S.F. ±12,312 S.F. NEW LANDSCAPING % OF SITE: ±14.5% SITE INFORMATION 3 I- LU LU a: I- C/) :ccC 1-3: ....... 3:Z Cl)~ oZ u,LU .... a: ROYCE A. BERG, PRINCIPAL 3003 80TH A VE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 NO DESCRIPTION DATE SITE PLAN APPROVAL 07-20-06 SITE PLAN SITE INFORMATION VICINITY MAP LE GAL ~r, "'' ~nu~,,r PLANNING <icNTOIJ AUG O I 2006 RECEIVED File: 05002/BB-AO-COLOR.dwg JOB NO.: 05002 SHEET NO: DATE: 4/27/06 DRAWN: MATT A1 CHECK: - w " 0) """ 0) ;st 0 0 z I I I I I i l I I I ++++ . + + + +++ 3 EGA EX'G ' ' . BUILDING . I = = = 3 EGA ::6, ~A ~ ~~~~ 10 OLL 7 I L-l_ \ \ \ DLYC D YC EC -------1 PROPOSED : BUILDING r __ _J I I I I I I I I I I ) : _____ _/ ) / --~---_/ / / \ \ \ ,. ____ ~-_: _______ ~·~ ____ -c-_-:-_-_-_ d MATCH LINE ~-------'--+----+-----t------+=-= -......._ -------------7""' -;J ------'IT""" .-- 111 I 11 MATCH LINE '--'"'---""""---'"'--'---""---""---""----"'---" ' I I LANDS9A.PE PLANTING PLAN L o 1 o• 20• 40' so· I I ~ 5CALE: l" 20'-0" NORTH 1 BASE MAP FROM LPN ARCHITECTS, BELLEVUE, WASHINGTON \ \ SITE VICINITY MAP -NO SCALE (!) N ' ' '\ EX'G PIPE FENCE TOREMAIN-~ ' ' '\ D YA SITE SW 7TH ST ' ' '\ ' ' DLYA EC 4 OLL ---:t: 0 '\ --,-----MATCH LINE ' '\ ' ' 4 SW 7TH ST / ~'\ \'-\)'\ SG~ \ - \ \ \ \ \ I __ ......._. __________ _ --MATCH LINE Lauchlin R. Bethune Associates, Inc. • Landscape Architecture & Planning, ASLA P.O. Box 1442 phone: (425) 432-9877 Maple Valley, Washington 98038 fax: (425) 432-9878 lauch@bethuneassociates.coni www.bethuneassociates.com STATE OF WAS!llNGTON REGISTERED LANDSC~ClllTECT r~ ~ ~~~~ FOR SUBMITTAL ONLY~ NOT FOR CONSTRUCTION USE NO f-w w ec::: f- (/) I<C f-5 I" 3:z (/) 0 f- o Z LO W ,-ec::: ROYCE A .. BERG, PRINCIPAL 3003 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 DEVELOPMENT PLANNING CHY OF BENTON AUG O 1 2006 AECEfVED DESCRIPTION DATE SITE PLAN APPROVAL XX-XX-XX . LANDSCAPE PLANTING PLAN SCALE: 1" = 20' -0" JOB NO.: 26161 DATE: 7/18/06 SHEET NO: DRAWN: LJL L1 .1 CHECK: LRB 1/2 -MATCH LINE ------MATCH LINE DLYC DLYA EC ------------~ ---------------t t t t t t t t t ll DLYA DLYC DLYA DLYC DLYC_ = = a~a = = = = BX'GSIG 9"DE @ DLYB 4 LL EC PTYA, EX'G PIPE FENCE TOR:m,fAIN ------ EC 9"DE @ MATCH LINE -----,.---MATCH LINE DLYA EX'G PIPE FENCE TOREMAIN DLYA 1 NZF _,_ I I ~ t r'1 )> < r'1 I z C r'1 DLYC EX'GVAULT I DLYB TWIST WIRE UNTIL TAUNT 60% ST AKE 3 SIDES 2x2x24 HARDWOOD OR CEDAR STAKES NOTE: INCLUDE TEMPORARY WATER BASIN, 4' BERM EXCAVATE2-l/2 TIMES 0·- GUYSPACjNG TREE TIES 1/2" RUBBER HOSE W/ 12 GAUGE WlRE (GAL V.) POSITION ROOT CROWN 12" ABOVE F!NlSH GRD. 2" MULCH LA YER AFTER SETTLEMENT (MULCH TYPE PER SPEC.) FINISH GRADE ·'-"-=REMOVE TOP THIRD OF BURLAP FROM BALL FOR FIRST YEAR DIAMETER OF ROOT BALL AFTER INSTALL. PLANTING SOIL MIX (AS SPEC.) BACKFILL EXISTING SUBGRADE DETAIL: CONIFERPLANTING NO SCALE 2"MULCH LIMIT OF WORK SW 7TH STREET (SOUTH 144 TH STREET) -~------------- -\ LANDSCAPE PLANTING PLAN 40' 0 10' 80' I 20' © SCALE: 1" 20'-0" NORTH ---------------~---------- PLANT MATERIAL LEGEND * Indicates Drought Tolerant Plant Material Abrev. Common Name trees: *EGA shrubs: *NZF *OLL Emerald Green Atborvitae New Zealand Flax Otto Luyken Laurel Botanical Name Thuja occidentallis "Emerald Green" Phormium tenax 11Autropurpurem 11 Pnmus laurocerasus "Otto Luyken" Size 6'hgt.lB&B 24" hgt.Icon!. 18"-21" width/B&B, Matched BASE MAP FROM LPN ARCHITECTS, BELLEVUE, WASHINGTON symbols/ground covers: * DL Y Day Lilly * DL Y B Day Lilly lm~DLY C DayLilly ~ EC Emerald Calll"t Rnbus Hemerocallis "Stella de Orra" H;wero.callis 11Anz.ac" Hemerocallis 0 Ice Camivar' Rubus pentalobus "Emerald Carpet" [,::··.-~-:'.':'.J LAWN Sod from Country Green "Trinity Supreme". Olympia, WA LAWN Restored per Site Specific Notes / 0--EXISTING PLANT MATERIAL -To be removed -$-EXISTING PLANT MATERIAL -Preserve and protect. ~f5:er I gal./cont. at 24" oc at triangular spacing I gal./cont. at 24" oc at triangular spacing I gal./cont. at 24" oc at triangular spacing l gal.icon!. at 36" oc at triangular spacing LANDSCAPE CONSTRUCTION NOTES I. Owner to secure all necessary permits per City of Renton requirements. 2. All work perfonned shall conform with the City of Renton, landscape and irrigation requirements, codes and specifications. 3. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to cons1ruction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (800) 424-5555. 4. NEW SHRUB PLANTERS: Clean subgrade in all new planters, removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar s~ings including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds and 5" below paving in lawn areas. Remove all debris from site. Provide minimum 6" depth 60-40 mix from Pnget Sound Topsoil (253) 833-0374 in all shrub beds. NO SUBSTITUTIONS. Scarify subgrade by tototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 5. EXISTING PLANTERS. Clean existing planters by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Pocket plant proposed plant material with 6040 toposil from Puget Sound Topsoils. (253) 833-0374 in all shrub beds. NO SUBSTITUTIONS. Mulch per specs. 6. PROPOSED LAWN. Per Site Specific Notes. Provide 60-40 mix from Pnget Sound_ Topsoil (253) 833-0374 in all la= beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour and level lawns. Sod from Country Green Trinity Supreme from Olympia, WA. 7. Provide minimum 2" depth fu1e blend hem-fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds and la= areas to within I" of top of all curbs and walks. Slope all planting beds and la= areas to drain. 8. Provide one (1) year warranty for all plant materials and workmanship. 9. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. I 0. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertiliz.e all plantings with "Osmacote 17-7-12" plant granules by Scott. Install 2 cups per tree larger than 3", 1 cup per tree less than 3", 1/2 cup per 5 gal., l/4 per 2 and 1 gal., 1/8 cup per 6" and 4" pots. Place at .base of plant after mulch has been installed. I I. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident cont"'t landscape architect. 12. Fill all planting beds and la\\n areas to within I" of top of all curbs and walks. Berm all planting beds and la= areas to drain. 13. Asphalt to be removed 3" from behind extruded curb in planting beds after paving is completed and before plant material is installed. --------------- SITE SPECIFIC NOTES * NEW SHRUB PLANTERS: Provide clean subgrade in all new planters, leave subgrade in landscape areas minimum 9" below paving in shrub beds and 5" below paving in la= areas. Remove all debris from site. Provide minimum 6" depth 6040 mix from Puget Sound Topsoil (253) 833-03 74 in all shrub beds. NO SUBSmUTIONS. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as 11-eeded to contour shrub beds including required beans. • EXISTING PLANTERS. Clean existing planters by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Pocket plant proposed plant material with 6040 toposil from Puget Sound Topsoils. (253) 833-0374 in all shrub beds. NO SUBSTITUTIONS. Mulch per specs. • PROPOSED LAWN. Per Site Specific Notes. Provide 60-40 mix from Puget Sound Topsoil (253) 833-0374 in all lawn beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour and level la\>Us. Sod from Country Green Trinity Supreme from Olympia, WA. @ ABOR VITAE SCREEN: Preserve and protect existing bleeder hose for irrigation. Bleeder hose to be reconnected for irrigation after installation of proposed plant material. Preserve and protect existing Arborvitae. Remove all weeds and debris from planter. Dispose of off-site. Pocket plant proposed Emerald Green Arborvitae using 60-40 topsoil from Puget Sound Topsoils, Aubnrn, WA. (253) 833 0374. NO SUBSTITI)TIONS. Install 2" depth mulch in planter, add Osmacote granules per Construction Notes. EXISTING TREES. Preserve and protect. Prune for health and structure, remove all dead branches and suckers on trunk. Prune to 6' above grade. Remove all debris from site. All trees in lawn to have 2'-6" diameter mulch ring, 2" depth mulch per specs. Remove existing lawn as necessary for mulch ring. @ EXISTING LAWN. Aerate all existing lawn areas. Fertilize and overseed. @ EXISTING PLANT MATERIAL. Preserve and protect. For plant material installation around existing plant material to refilain, excavate and remove existing soil for new hole. Dispose of dirt off.site. Pocket plant per detail using 6040 topsoil from Puget Sound Topsoils, Auburn, WA. (253) 833 0374. NO SUBSTITUTIONS. Install 2" depth mulch in planter, add Osmacote granules per Construction Notes. G) EXISTING PHOTINIA. Remove Existing Photinia (5 Plants Total), including trunk, branches and roots, dispose of debris off-site. Fill hole with on site soil and compact per general contractor for future asphalt. @ EXISTING AZALEA. Remove existing Azalea damaged from pruning, including trunk, branches and roots, dispose of debris off-site. Fill hole with 60-40 topsoil per specs and plant per plan. (j) EXISTING ROCK ROSE. Remove existing Rock Rose from planter, including trunk, branches and roots, dispose of debris off-site. In planters to be replanted, fill hole with 60-40 topsoil per specs and plant per plan. In areas to be new concrete or asphalt, fill hole with on-site soil and compact per general coni,actor for future asphalt. @ EXISTING BIG LEAF MAPLE. Remove existing Big Leaf Maple, including trunk, branches and roots, dispose of debris off-site. Fill hole with on-site soil, mulch over all disrupted areas. @ EXISTING GRAVEL. Remove existing gravel from planter to 6" below adjacent sidewalk. Scarify subgrade, prepare for new lawn per General Cons1ruction Notes using 60-40 topsoil from Puget Sound Topsoils. NO SUBSTITUTIONS. Place 5" depth 6040 topsoil from Puget Sound Topsoils from Auburn, Washington. Add additional topsoil as needed to contour and feather grade into existing la=. @ EXISTING CONCRETE CURB CUT AND GRAVEL BASE. Remove existing concrete and gravel from new planter to 12" below adjacent sidewalk. Scarify subgrade, prepare for new la= or shrub areas per General Construction Notes using 6040 topsoil from Puget Sound Topsoils. NO SUBSTITUTIONS. Place I I" depth 6040 topsoil from Pnget Sound Topsoils from Auburn, Washington. Add additional topsoil as needed to contour and feather grade into existing lawn or shrub beds. @ EXISTING ASPHALT. Sawcut existing asphalt to 2" behind extruded curb. Remove existing asphalt and additional 8" of subgrade, dispose of debris off site. Prepare area for shrub planter per General Constriction Notes @ MULCH. Rake smooth, remove any rocks, roots or debris greater than I" in diameter and place 2" depth mulch per specs. @ EXISTING STUMPS. Remove existing stumps, inc;luding trunk, branches and roots, dispose of debris off-site. Fill hole with 6040 topsoil per specs and plant per plan. DETAIL: SHRUB PLANTING NO SCALE ,;-,. PLANT CENTER \;::;I ROW ----- SET PLANTS@ORIGINAL DEPTH@FINISH GRADE, PRIOR TO SPREAD MULCH. 'in"'----2" MULCH (TYPE PER SPECS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) EXISTING SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE :=, 0:::: :r f- I w > 0:::: 0 "---2 0 0 f-0:::: w s w c __ _ 0 0:::: .:r f- V) V) "---:r <( w (_) f-5 I'-LL LL 5Z 0 cnO f-s oz w LOW z .,--· er:: ROYCE A. BERG, PRINCIPAL 3003 80TH AVE SOUTHEAST MERCER ISLAND, WA, 98040 (206)230-6648 FAX 230-6647 NO DESCRIPTION DATE SITE PLAN APPROVAL XX-XX-XX LANDSCAPE PLANTING PLAN SCALE: 1'' = 20'-0" JOB NO.: 26161 SHEET NO: 7 /18/06 DATE: L 1. 2 DRAWN: LJL CHECK: LRB 2/2 I -"--71 ! : \..-12 ' ::f---------------------------------------1 I --·---------1----------1 I I p---------------------;-----------------------1 I ! I I ' I I i ' I --------------------- 36 OIL/LUBE STORAGE--- ----------Er-- ----------------------------C ----------------E EXISTING SERVICE BUILDING ----------------------c- u WASH BAY ' ' ----------,-------------.. -------------1 i I I ! -----------VNEWI 1-HOUR WALL i ~ - 231 I ----------) I /// 1-l ____ /// --------------------i;; ------.,-:;..--------------·----·------------__ ,_ ____ m --__ .,... 24 F""a;;-= ..... 'fi"n''fi"n'..--~ ~ -~~~~~~-i;;II H J iJJ1"1111111111 / n~ 1IAT1111111111111 ue TOOL ROOM I I I PARTS 0 620 SF NEW .. );l PARTS UP STORAGE I~ ~ iV 2,242 SF I-NEW ,/= E PARTS SHOW PHONE ~ \_ 671 SF MANAGER CLOSET Hit! Sf I ., ' I ' ' I ' I 13' I I I 12' i I i ' I ' 64' -0" I ' / I I I ' I I 1 I r-LINE OF ~-- [ ... ~-~ 1_:· -___ ] II I ~ J, 1 ~ i ~ ,I_ c ______ J 104 -3'" r I ' I ' i -I ' I I, ' I ' ' . ,---1 ' . i I i••se-.. -' i ! 3 2 4 5 6 • -•··~---,-.,·--~ • .-,c .• ~.,·.,·, ·., .. ,,-;-.·,,.,,.,, ... ,, ..• ,_ cl• • ,, .. ,.,,, .. ,ai,s,,•·,•',C,,'I.,·•''·''""'·' "''"'·'''"""•''~''"'"°"'". -.. ,,.-.,--... , c.::-=.1 c-:-.::_:::J /\ ., , 7 CONCRETE PLAZA TYPICAL @ EXTERIOR DISPLAY /DELIVERY _J <( 0 ~ ' 0 I '<I- N • 0 I ~ -. r----- • I") I <D N = 0 I <D N ' 0 I <D N -® -- -' / '·" .,• D _J <( 0 Q_ ~ 0 I <D N 1) I I I ' 0 I N F ---'k-{0 ' I") I LO N --~0_ H Lfl_} '•" ,- FIRST FLOOR -ARCHITECTURAL PLAN 1/16' 1 C l-o > 0 I- w C, C -£C: m m 0 m ::> a: :::c: .... I w > -a: C ....... ::E 0 0 a: 3: 0 :::c: (J) ....... w 0 -LL LL 0 3: w z ROYCE A. BERG, PRINCIPAL 3003 80TH A VE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 NO DESCRIPTION DATE SITE PLAN APPROVAL 07-20-06 FIRST FLOOR ARCHITECTURAL PLAN DEVELOPMENT PLANNING CITY OF REMTON AUG O 1 2006 RECEIVED File: 05002/BB-A1.dwg JOB NO.: 05002 SHEET NO: DATE: 4/27/06 DRAWN: CLK A2 CHECK: 2/ ,-. I- I- I- I- ,-. I- ,- I- 1 LOCKER \RESTROOM OPEN EXISTING SERVICE BUILDING D N --f++!.l+H+I-I NEW PARTS MEZZ OPEN WASH BAY ROOF Ii============ I ROOF NEW DRIVE-THRU ACCOUNTING STORAGE STORAGE--ADMIN 208 Sf MGR 208 SF ~~282Sf PHO ';, ,,. ROO 11 sr COMPUT1;._R I,/ 131 Sf ELEV. --ll--/.,..jf.j-/"""-.('\ == ... /_.-'Fl JAN./ STORAGE HO Sf TECH WOMEN LOCKER 83 Sf ~ l : ~fr-~~ ..... -.r.=-"" ll _q ., u i== ~ ( WOMEN\. a OPEN OFFICE 1,1M sr -----· ---r ··\ ... ~ ,:,r ~ Iii ... ~ ·-0! .,; BRE81</LU1'JCH . D.F. b"F"""'/""""'lf-----ll=ID!I: 515 SF ../ I i= XII' l~~~..!.TR.i;;A;;;;;;INING I 901 Sf STORAG( ----FUTURE OFFICE ..._<'fl7 Sf OFFICE 154 Sf ILJCONF. ILJ MGR 198 SF t 208 SF -INTERNET OFFICE \ ( OPEN TO BELOW OPEN TO BELOW L __ _A_ __ ___ll__ cb --~ I I ,_ I I ' I I ------(f) -® , ___ i ~ --___ C\c . L~' -~~ . I LINE OF I I ROOF ABOVE -1 I ,_! --------® I I ~~ ' ' -----------© ----® -----® SECOND FLOOR -ARCHITECTURAL PLAN 1/16' 1 C l-o > 0 I-:::, w CJ Q a: m m 0 m cc :c I-- I w > -cc C ......... :E 0 0 cc 3: 0 :c Cl) ......... w 0 -LL LL 0 3: w z 1--w w cc I-- Cl) :c: < ..... 3: ........ ~z Cl)g oZ U) w ._cc ROYCE A. BERG. PRINCIPAL 3003 80TH A VE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 NO DESCRIPTION DATE SITE PLAN APPROVAL 07-20-06 SECOND FLOOR ARCHITECTURAL PLAN File: 05002/BB-A2.dwQ JOB NO.: 05002 SHEET NO: DATE: 4/27/06 A3 DRAWN: CLK CHECK: 30 BASIS OF BEARINGS: RECORD OF SURVEY VOLUME 118 OF SURVEYS, PAGE 66, RECORDING NO. 9711149001 NAVO '88-VERTICAL DATUM 15 o 30 60 ------, GRAPHICAL SCALE: 1" = 30' TEMPORARY BENCHMARK INFORMATION T.8.M. "A" T.8.M. "8" SIT PUNCHED "X" MARK ON TOP CENTER OF FIRE HYDRANT. ELEVATIDN=28.91 FEIT. SIT PUNCHED "X" MARK ON TOP CENTER OF FlRE HYDRANT. ELEVATION=28.85 FEIT. CURVE DATA: C1 R=230.00' L=90.23' A=22'28' 42" C2 R=170.00' L=124.62' A=4TOO'oo· C3 R=45.00' L=71.10' A=90'31 '28" 13 18 24 -1938.29'- 12"CI -40 -----40--11,,,i, !-STORY MITAL FRAME STRUCTURE 150 SW 7TH STREET RENTON, WASHINGTON 24,599± SQUARE FEIT FINISH FLOOR El.EVATION=27.0' / t ® .. 'C\J B'li p" I -)--------/ IP I .._,,.'-'IGN ,A FENCE CORNER IS 1.0' ',;;/ EAST OF PROPERTY LINE. 11 I I . ( .. i . . 1: I . I •.• . . / ,/ / 1-STORY WOOD & METAL FRAME STRUCTURE 150 SW 7TH STREET RENTON. W.asHINGTON 5.125± SQUARE FEIT FINISH FLOOR ELEVATION=27.0' 102.1' 29_9· I · ·, ' .. · .. · . , , , . . . , , 2 . . . /~ { . / , .. •'.·'· .. // .. .,, .. _. .z:: V , •· ~ 11 11 11 11 ~I :;.,·· -~ I I I I \\\ 1,~..:....:....::...:. -·~..:.. ... :.: "·: ... ' J[J \ "' ' \\ I ,,,_ ______ _ :1 (_2_6 ___ --D:::::';.A:~=:::~=_ - ii f ~ m I "' ,A FENCE CORNER IS 6.5' I 11--------~~ / _, --~ ',;;/ NORTH AND 1.0' EAST OF PROPERTY CORNER .. -----.,iJl\~~®:'.\V-1 --l ~~;:::;::::;3~.M~F;:::;;:::,;=::;:;::;,,_;;:_~;;:,;.:;:. ~~ I I I I I I I ..... ...... I °" T.B.M. "B" FOUND 3" DIAMETER BRASS SURFACE DISC WITH "X" MARK & STAMPED "RMA 4561" (SEE R.O.S. V.162/P.63)--~ FOUND 3" DIAMETER BRASS SURFACE DISC WITH PUNCH STAMPED "KING COUNTY SURVEY MONUMENT STA EN-61 1973" (SEE R.0.S. V.162/P.63)------.. DEVFLOPMEN'T f~~-NN\NG 'CITY OF HEH,;DN AUG O 1 2nfi6 RECEIVED 0 0 • (0 <D 0 LO 0 0 0J >-I ...J (0 ::::, -, 0 "' 0 ~ C\J w f- <( 0 • rlJ. • ~ w w ...J ...J 0:: 0:: ><'. ~ 0 (D w ci I w z 0 (f) 3 > <( o_ w 0:: <( 0:: 0 2 Cf) a: 0 >-w > a: :) Cf) 0 z <( _J _J <( z 0 w Cf) ~ Cf) ~ w I LL 0 a: a.. X w 0 z (f) (f) -, ><'. 0 w I 0 ...J <( z LL t: u:: z § z I ~ LL 0 w ~ C!i z ;;z LL 0 i'.: z ::, 0 0 z 0 !z w (( LL 0 i'.: 0 N LL 0 1-w w I (/) I EG.\I DESCRIPTION LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LLA-016-81, RECORDEI) UNDER RECORDING NUMBER 8110230764, IN KING COUNlY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF GOVERNMENT LOTS 13, 14 AND 16 IN SECTION 18, TOWNSHIF 23 NORTH, RANGE 5 EAST, WILLAMEITE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF TRACTS 8 ANO 9 IN THE SUPPLEMENTAL MAP OF RENTON SHORELANDS, ALL LYING SOUTHERLY OF THE SOUTH MARGIN OF THE PACIFIC COAST RAILROAD RIGHT OF WAY CONVEYED BY DEEDS RECORDED UNDER RECORDING NUMBERS 4659 AND 7404, LYING WESTERLY OF A LINE SOUTH 19'14'52" EAST FROM THE MOST SOUTHERLY CORNER OF TRACT 7 OF SPJD RENTON SHORELANDS TO A LINE PARALLEL WITH AND 30.00 FEET NORTH OF THE SOUTH LINE OF SPJD GOVERNMENT LOT 16, AND LYING EAST OF A LINE BEGINNING AT A POINT ON THE SOUTH MARGIN OF THE PACIFlC COAST RAILROAD RIGHT OF WAY; THENCE, ALONG THE EAST LINE OF THE WEST 885.85 FEET OF SAID GOVERNMEM LOT 14, SOUTH 00'49'35" WEST A DISTANCE OF 452.84 FEET TO THE NORTH RIGHT OF WAY LINE OF SAID SOUTHWEST SEVENTH STRIB; EXCEPT THAT PORTION THEREOF FOR EDWARDS WAY AS DELINEATED ON THE SUPPLEMENTAL MAP OF RENTON SHORELANDS: AND EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF HARDIE AVENUE SOUTHWEST AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8108D30481; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHWEST SEVENTH STREET (SOUTH 144TH STREET); TOGETHER WITH THAT PORTION OF SPJD GOVERNMENT LOT 13 LYING EASTERLY OF A LINE SOUTH 19'14'52" EAST FROM THE MOST SOUTHERLY CORNER OF SAID TRACT 7 OF RENTON SHORELANDS TO A LINE PARALLEL WITH AND 30.00 FEET NORTH OF THE SOUTH LINE OF SAID GOVERNMENT LOT 16, AND LYING WESTERLY OF THE WESTERLY LINE OF A TRACT OF LAND CONVEYED TO ThE CITY OF RENTON FOR PUBLIC ROAD (HARDIE AVENUE SOUTHWEST) BY DEED RECORDED NUMBER RECORDING NUMBER 8108030481. SVIMX NO]ES FULL RELIANCE HAS BEEN PLACED IN CHICAGO TITLE INSURANCE COMPANY REPOO UNDER SHORT PLAT CERTIFICATE ORDER NO. 1201294, DATED FEBRUARY 22, 2006 FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS, NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE. THIS PROPERlY IS SUBJECT TO AN UNDERGROUND UTILllY EASEMENT AND THE TERMS AND CONDITIONS A THEREOF IN FAVOR OF PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR ',;/ ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM TOGETHER WITH ALL NECESSARY OR CONVENIENT APPURTENANCES PER DOCUMENT UNDER RECORO!NG NO. 8406080940. (APPROXIMATELY SHOWN) THIS PROPERTY IS SUBJECT TO AN EXCEPTIONS AND RESERVATIONS CONTAINED U'l DEED FROM THE STATE OF WASHINGTON, WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL. ORES, 2 MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PRO~SION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY; RECOROED UNDER RECORO!NG NUMBER 5051341. (NOTED HERE -BLANKET CONDITIONS) A THIS PROPERlY IS SUBJECT TO MATTERS DISCUJSED BY SURVEY RECORDW UNOCR RECOROJNC NUMBER ':;;/ 9711149001, AS FOLLOWS: DISCREPANCY BETWEEN THE WESTERLY PROPERTY BOUNDARY OF SPJD PREMISES AND LOCATION OF EXISTING CHAIN LINK FENCE. (FENCE SHOWN) THE MONUMENTS SHOWN HEREON WERE VISITED IN THE FIELD DURING THE COURSE OF THIS SURVEY. ANGUlAR i\~D LINEAR MEASUREMENTS WERE MADE WITH A TOPCON GTS-2110 TC·TAL STATION CALIBRATED AT AN NGS BASELINE WITHIN THE LAST YEAR. BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS OESCRIBED AS: FOUND 3" BRASS O!SC WITH PUNCH IN CONCRET£ SIDEWALK STAMPED "KING COUNTY SURVEY MONBENCHMARKUUMENT STA 3N-61 1973'. LOCATED ON THE NORTH SIDE OF THE DRIVEWAY IN FRONT OF BUILDING NO. 604 RAINIER AVENUE SOUTH IN RENTON, WASHINGTON. ELEVA11DN=27.855 FEET (NAVO 'BB-VERTICAL DATUM) PER STATE OF WASHINGTON SURVEY CONTROL DATABASE POINT 10 NO. 6168 AND POINT NAME DESIGNATION "RENT1920". FOR ADDITIONAL CONTROL INFORMATION, REFER TO A RECORD OF SURVEY, VOL~ME 118 OF SURVEYS, PAGE 66, UNDER KING COUNTY RECORDING NO. 9711149001; AND CITY OF R~NTON LOT LINE ADJUSTMENT LUA-03-057-LLA, VOLUME 162 OF SURVEYS, PAGE 63, UNDER Rf CORDING NO. 20030919900013. I THE PROPERTY DEPICTED AND DESCRIBEO HEREON ENCLOSES AN AREA OF APPfXIMATELY 178,889 SQUARE FEET OR APPROXIMATELY 4.1067 ACRES. 1 .. -. ZONING: ZONE CA (COMMERCLI\L ARTERIAL) PER THE CITY OF RENTON OEPARTrl:NT OF COMMUNITY SERVICES. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM THr PROPERlY LJNE AT POSITIONS INDICATED. BUILDING DIMENSIONS SHOWN ARE ON EXTERIOR WALLS. SQUARE FOOTAGE SHOWN ON BUILDINGS IS SURFACE AREA COVERED BY STRUCTURE, I.E. "FOOTPRIN1 AREA WITHIN EXTERIOR WALLS. I FLOOD ZONE DESIGNATION = X, AREA DET£RMINED TO BE OUTSIDE OF 500-YEf'R FLOOO PLAIN, ~~C~~:~)~OP~~~DN6Nsi9~;,c~U~~ t~~~~MJ1f00/~~~;:0:ZJ:~EDc:~ul:r 1~~5,5~~Di 8c6~~. WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENC~ (FEMA). IN PROVIDING THIS SURVEY, NO AITTMPT HAS BEEN MADE TO OBTAIN OR SHO~ DATA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACllY OR LOCATION OF ANY UTILITY EtSTING ON THE SITE, WHETHER PRIVATE, MUNICIPAL OR PUBLIC OWNED. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND TILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLJC RECORDS ANO VISIBLE Fl~_D EVIDENCE. WE ASSUME NO LLI\BIUlY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNOERGR~IJND UTIUlY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD ,ERIFlCATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. SUBSURFACE ANO ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMl~ED OR CONSIDERED AS PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE CONCERNING TH9 EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAJ AFFECT THE USE OR DEVELOPMENT OF THIS PROPERlY. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTIES NAMED, HEREIN, THEIR AGENTS AND CONSULTANTS. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTE~D TO ANY UNNAMED PARlY WITHOUT EXPRESS RECERTIFICATION BY HEBRANK, STEADMAN, AND ASSO,~TES AND/OR THE PROFESSIONAL LANO SURVEYOR WHOSE SEAL APPEARS HEREON. COPYRIGHT 2006 HEBRANK, STEADMAN & ASSOCIATES, P.S., INC., ITS SUCCESSQRS AND/OR ASSIGNS. ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY ~HOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR Bf ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. ~PIES OF THIS PLAN WITHOUT AN ORIGINAL SIGNATURE ANO IMPRESSION SEAL ARE NOT VALID. THIS f!1AWING IS THE PROPERlY OF HEBRANK, STEADMAN & ASSOCIATES, P.S., INC., ITS SUCCESSOR, AND/OR ASSIGNS. ANY UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING WILL BE SUBJECT TO CIVIL PENALTIES. LEGEND • FIRE OEPARTMENT CONNECTOR a FIRE HYDRANT _.. FIRE MAIN INDICATOR IE WATER MET£R "' WATER VALVE [y/] WATER VAULT El GAS MET£R m GAS VALVE 0 CATCH BASIN lo) STORM DRAIN MANHOLE .a. SIGN Ii) SANITARY SEWER MANHOLE ,,, EDGE OF ASPHALT • BOLLARD (j:_ CENTER LINE c=J CONCRETE SURFACING lJ AREA LIGHT A RAILROAD SWITCH ~ TEMPORARY BENCHMARK ffi POWER BOX G POWER MEIER iz;;j POWtR TRANSFORMER (El POWER VAULT C8J SIGNAL CONTROL BOX :0:----{lj)OO STREET LIGHT ~ SIGNAL VAULT [£J CLIMATE CONTROL UNIT 181 TELECOMMUNICATION JUNCTION BOX III TELECOMMUNICATIONS VAULT -5):(~==:S:< ::::;, TRAFFIC SIGNAL POLE II] LIGHT VAULT ® IRON GATE POST WITH SWING ARM [QJ OIL TANK [gj COMPRESSOR UNIT @I UNKNOWN VAULT --P ---P --UNDERGROUND POWER LINE UNDERGROUND POWER AND TELECOMMUNICATION LINES -. -T ---T --UNDERGROUND TELECOMMUNICATION LINE --G --G --GAS LINE --',/--',/--WATER LINE --S ---S --SANITARY SEWER LINE --D D--STORM DRAIN LINE TREES: AH ASH MA MAPLE Pl PINE STORM DRAIN RIM & INVERT ELEVATIONS CD CD CD CD CD CD CD C1D SDMH RIM=25.97' IE(N)=21.1'(6"CONCRETE PIPE) IE(S)=21.1'(6"CONCRETE PIPE) IE(E)=16.5'(24"CONCRET£ PIPE) IE(W)=16.4'(24"CONCRETE PIPE) CB RIM,,25.20' IE(S)=21.8'( 12"CPP) SDMH RIM=25.86' IE(N)=21.7'(12"CPP) IE(E)=13.6'(60"CONCRET£ PIPE) IE(W)=13.5'(60"CONCREIE PIPE) 19.9' @ THE TOP AND 18.2' @ THE BOTTOM OF 20" CAST CONCRET£ PIPE (RUNNING NORTH-SOUTH) SDMH RIM=25.BI' IE(S)=18.6'(12"CPP) IE=13.6'(CENTER CHANNEL-60"CONCRETE PIPE) CB RIM=25.48' IE(N)=22.7'( 12"CPP) CB RIM=25.74' IE(S)=21.9'(12"CPP) SDMH RIM=26.02' IE(N)=2 l.2'( 12"CPP) IE(S)=19.5'(12'CPP) IE(E)=14.2'(60"CONCREIE PIPE) IE(W)=14.0'(60"CONCRET£ PIPE) CB RIM=25.86' IE(N)=23.2'( 12"CPP) CB RIM=25.46' IE(S)=22.1'(12'CPP) SDMH RIM=26.24' IE(N)=20.1'(12"CPP) IE(S)=2 I.O'( 12"CPP) IE(E)=16.9'(24"CONCRET£ PIPE) IE(W)=16.8'(24'CONCRETE PIPE) CB RIM=25.62' IE(N)=23.0'( 12"CPP) CB RIM=25.09' IE(N)=23.2'( 12'CPP) CB ----·@-~(E)~;~.::(12'CPP) ® @ ® ® <ID @ ® SDMH RIM=25.43' IE(N)=20.6'( 12"CPP) IE{S)=19.2'(12"CPP) IE=13.7'(CENTER CHANNEL-60"CONCRET£ PIPE) CB (SOLID LID) RIM=25.18' IE(N)=22.7'(8"CONCREIE PIPE) IE{S)=21.9'(12"CPP) IE(W)=22.2'( 12"CPP) SDMH RIM=25.77' IE(N)=18.0'( 12"CPP) IE{S)=17.6'(12"CONCRETE PIPE) IE(SE)=20.5'(6"CPP) IE(W)=16.8'(24"CPP) SDMH RIM=21.52' IE(N)= 18.8'( 6"CONCRETE PIPE) IE(N)=15.4'(36"CMP) IE(NE)=17.2'(24"CONCRETE PIPE) IE(SE)=20.1 '(6"PVC) IE(S)=18.8'(6"CONCRETE PIPE) IE(S)=16.6'(18"CMP) IE(W)=15.3'(36"CMP) IE(NW)=18.8'(6"CONCRETE PIPE) CB RIM=25.01' IE(E)=22.2'(12"CPP) SDMH RIM=25.61' IE(E)=20.6'( 12"CPP) IE{W)=21.0'( 12"CPP) IE(S)=20.4'(12"CPP) CB RIM=24.75' IE(W)=21.7'(12"CPP) CB RIM=24.42' IE(NE)=21.7'( 12"CMP) IE(SW)=21.7'( 12"CMP) SDMH RIM=25.1J' IE{NW)=20.6'(12"CMP) IE(NE)=20.6'(8"CMP) IE(SW)=20.8'( 12"CMP) CB @ RIM=24.49' IE(SW)=22.1 '(8"CMP) CB @ RIM=22.06' IE(E)=19. 7'(8"CMP) SDMH RIM=22.77' IE(N)= 18.6'( 12"CMP) @ IE(S)=18.8'( 12"CMP) IE(E)=18.8'(8"CMP) IE(W)=18.8'(8"CMP) CB @ RIM=22.05' IE(W)=19.6'(8"CMP) CB ® RIM=19.57' IE(E)=17.6'(8"CONCRETE PIPE) CB RIM=19.39' @ IE(E)=17.3'(6"CONCRETE PIPE) IE(W)=17.6'(6"PVC) IE(W)=l7.5'(8"CONCRETE PIPE) CB ® RIM=26.10' IE(N)=25.4'(4"CONCRET£ PIPE) CB ® RIM=25.94' IE(N)=24.8'(6"PVC) IE(S)=24.6'(4"CONCRETE PIPE) CB ® RIM=26.21' IE(N)=24.3'(6"PVC) IE(S)=24.3'(6"PVC) <ID YARD DRMN RIM=26.72' CB ® RIM=26.06' IE(N)=23.7'(6"CONCRETE PIPE) CB ® RIM=26.48' IE(N)=21.3'(8"CMP) IE(E)=21.6'(6"PVC) CB ® RIM=26.27' IE(S)=21.9'(6"PVC) IE(W)=21.9'(6"PVC) CB @ RIM=26.32' IE(NE)=24.0'(6"PVC) IE(SW)=24.8'(4"PVC) CB ® RIM=26.14' IE(N)=22.3'(6"PVC) IE(W)=25.2'( 4 "PVC) . -· CB· · @ RIM=25.89' IE(N)=24.8'(6"PVC) CB ® RIM=26.00' IE(N)=24.3'(6"CONCRETE PIPE) 1E(S)=24.5'(6"PVC) CB @ RIM=26.JI' IE(N)=24.9'(6"PVC) ® YARD DRAIN RIM=26.55' ® YARD DRAIN RIM=26.85' CB @ RIM=25.31' IE(E)=23.7'(6"CONCREIE PIPE) IE(W)=23.7'( 4 "CPP) IE(S)=23.6'(6"CONCRETE PIPE) CB @ RIM=25.80' IE(W)=24.7'(6"CONCRET£ PIPE) CB @ RIM=25.80' IE(E)=24.5'(6"CONCRET£ PIPE) CB @ RIM=25.J9' IE(E)=22.9'(6"CONCRET£ PIPE) IE(W)=23.1'(6"CONCRET£ PIPE) CB <ID RIM=25.34' IE(S)=23.1 '(8"CONCRETE PIPE) CB @ RIM=25.J4' IE(N)=22.0'(18"CMP) IE(W)=23.3'(8"CMP) CB RIM=25.79' @ IE(NE)=21. 7'( 12"CMP) IE(SW)=23.8'(8"CMP) IE(S)=21.7'( 18"CMP) CB @) RIM=25.79' IE(E)=24.2'(8"CMP) CB CID RIM=26.89' IE(E)=24.6'(8"CMP) SANITARY SEWER RIM & INVERT ELEVATIONS SSMH © RIM=26.12' IE=18.8'(CENTER CHANNEL) SSMH ® RIM=25.63' IE=t6.0'(CENTIR CHANNEL) SSMH CD RIM=25.83' IE=10.0'(CENTER CHANNEL) IE(SE)=19.4'(8"METAL PIPE) SSMH ® RIM=26.14' IE=UNABLE TO MEASURE (METRO SEWER) 2.6' WATER LEVEL SSMH I CD RIM=25.95' . IE=9°.9'(CENTER CHANNEL)" , --- I ' I SSMH CD RIM=25.53' IE=16.5'(CENTIR CHANNEL) SSMH RIM=25.44' CD IE=10.3'(CENTIR CHANNEL) IE(E)=16.5'(8"CONCRETE PIPE) IE(S)=17.0'(8"CONCRETE PIPE) SSMH ® RIM=25.65' IE=11.1'(CENTIR CHANNEL) SSMH CD RIM=25.65' ' IE=11.1'(CENTIR CHANNEL) ' ' SSMH ' I. CD RIM=23.44' IE=12.3'(CENTER CHANNEL) SSMH © RIM=21.96' IE=12.6'(CENTIR CHANNEL) . 0 0 • (0 (!) 0 LO 0 0 N >-I __J co ::, J 0 r-... 0 ~ C\J w I- <C 0 • rri. • =- 0 w (/1 > w 0:: = 0 = w w __J __J 0:: 0:: "' :,.: u m w I z 5 0 <C 0.. 0:: <C 0 2 Cf) a: ~ w > a: :::> Cf) 0 z <( _J _J <( z 0 Cf) Cf) w u.. 0 a: a.. (/1 (/1 J "' u w I u __J <C z u__ z ~ (') z I ~ uI s w (J) :r: f-::, 0 (J) w ::, z w ~ I t;: LL I (') z S2 LL 0 ?:: z ::, 0 () z 8 z w a: LL 0 ~ () N u_ 0 f--w w I (/) -~,----