Loading...
HomeMy WebLinkAboutLUA-07-060_Large Format-------------------------- LLI z _J r= (}'. w [l_ C) li [l_ I 36'-0" 1 ,Y I I -- !---·--, ---- c:;:::··· __ !--.. '''' . ------·· :---···-··· ..... _ ........ . . , ........ . -:----···.·,·.-.-· ----,·-····---_-__ -__--_------ - 1----_--------_ ---_ ---_ --_---_-'" --·;_····:·:: l:::A'oT t=I f::V/, TION @ @ J z_ __ 32'-0" /, 21'-0" 11'-0" 0 I J I 21'-0" I J ' ' f; 21 1-0 11 21'-0" 32'-0" - --,,,: ' ' ' . - -. - ' ' ' ---' :'( q:} ...... ""-'-'_::_ I I I ;1 I I I I I I I I I 1· I I I I I I I I I I I I JTI I I I •"••••,en> I F==·'· i:_:_.: .. :;:; \--:,. VISION 6,ASS+----------++--~~~f---LL_l I I I I_ I I I [ I I I I I I [ [ I I I [ I Ii I F / -I I I I ME r A_ FANC:L ~ i ]/ S :-:>ING META_ AC-CE" -~~~------ PA \JEL • - : : ---- [: ;.-·.·.w.,.·•······.··,· .. ·.·•···,·.·.·.·.•··· ' - - I; ' ,. ..........• ..... _,,_; ' ·····-·-·-·-···"·'·"·"' . .... ·-····-···"'·' ._._ .. _ .. _,_._ '' ,_._ .. _, --------., i ··.·.·.·.·.·.··.·.·.·.·.·.·.··•.·. '' i I ~-I -----------J r~ -. -----~ -----------. ·-- -'~- - - ... ''"·''·'''·'·'·"" : '·.·.·. ··•· .. ·.·. ·,··,w···• I ! •• • ••••AW •AW ' -. -. ----.·.·-·-· LI 11 ·---.-~ I I .·.·.·,·.·.·----- I ' ' i '''' -,-_,,,, .,.,.,, ..... ':"_'.''ii.'."."-'.''.'.'.'.'.i."'.".'i.":'.'.'.'.'."i.''i:'.'!i.".'J •• I • --~·=···=···=· =~========···----j i C -~ -' ----···· --~-- • ' • ' i •• • f-----·------ • ' - ' . -,,_ -- ' ' ' ' ' ® I/ / 211-011 I ' ~ I I O' w L _, )-- f-- Ii ll.l [)_ (_) Ii n I I I I DATE PLOTIED: .--,TOP OF P:'N fHOcSI:: \_.+266'-5" s{OP o~ PARAPET +2!)6'-5" ROOF- ~+251'-5" ~OFFICf 12__ -238'-0' ~OFFICE I _ --,-224' -l" ~OFFICI:' o__ +18L'.J'-4" l'JDFFICE 1 -.,+i-l0' -1 " OFFICE: 6 ~+15T-~6·' -- ~'AR<ING :,_ +148'-6" PAc.;:<IN6 -'1 ~1131'-6" -- if ARKING 3 +130 6" ~ --/-\Kt--.. l:'tl7 L -+121' 6' ~LOBBY LEVEL +!03'-6' '6' 32' DWG FILE NO. 64' TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. -701-2 .1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE EAST BUILDING ELEVATION SHEET NO. OF COPYRIGHT 2007 TISCARENO ASSOCIATES PS 0, " " _j ;= ::, I (I) 0 ::,c > 0 0 <,: u C's ,,,, 0 ·s: 0 0 <V N / .0,:. 'S' C <I) n 3c C 0 " C's 0 ~ D C r<) / 0 -_j TABLE FOR STORM STRUCTURES I.D. CB#1 CB#2 SDCB#3 CB#4 CB#5 CB#6 CB#7 RIM 98.43' 99.27' 99.25' 101.26' 106.05' 108.86' 97.69' INVERT 96.18' (N./S./E.) 95.82' (12" N./ 6" S.) TOO DANGEROUS TO OPEN 98.91' (6" CONC PIPE N./S./E.) 103.8' (6" CONC PIPE N./E.) 105.68' (12" N,/8" CONC PIPE S. & E.) 92.14' ( 8" CMP TO WEST) GENERAL NOTES: 1 .) BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS PROVIDED BY PROJECT OWNER, FIELD SURVEY AND RECORD INFORMATION RECEIVED. LOCATIONS OF EXISTING UTILITIES AND GRADE DETERMINATIONS ARE BASEO ON THE ABOVE SURVEYS AND/OR RECORDS PROVIDED AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THEY HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEIR REPRESENTATIVE AND THERE MAY BE OTHER UTILITIES IN THE PROJECT AREA NOT SHOWN ON THE PLANS. CONTRACTORS SHALL VERIFY EXISTING CONDITIONS AND DETERMINE THE EXACT LOCATION OF ALL UTILITIES BY OBTAINING LOCATES PRIOR TO STARTING CONSTRUCTION AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 2.) CONTRACTOR IS RESPONSIBLE FOR CONTROL REQUIRED AT THE TIME OF STAKING. 3.) GENERAL NOTES, DRAINAGE NOTES, TEMPORARY EROSION AND SEDIMENT CONTROL NOTES, STRUCTURAL NOTES, RECOMMENDED CONSTRUCTION SEQUENCE, PER JURISDICTION'S STANDARDS. CONNECT TO EXIST SSMH FL INV=84.92 LEGEJ\10 - CATCH BASIN CURB INLET FIRE HYDRANT GAS VALVE JUNCTION BOX POWER VAULT SIGN SANITARY SEWER MANHOLE STORM DRAIN MANHOLE STREET LIG~J WATER METER WATER VALVE .... :_····-,/ CONIFER TREE DECIDUOUS TREE CONCRETE ASPHALT UTILITY PATCH ._ .. ._! -· -·-· BUILDING FOOTPRINT ABBREVIATIONS: -... · ., GAS LINE ---·· POWER LINE · -·· , ....... "" .. _ SANITARY SEWER LINE ,,_,_ -TELEPHONE WATER LINE ·· ,. '.I ......... n · WOOD FENCE C>=:.,.v'<_-_ . .><_-_ ··_)(:-;:<;::..~····· ROCKERY NOTE: UNDERGROUJ\JD UTILITIES ARE APPROXIMATE LOCATION OJ\IL Y. CRITICAL AREAS TO BE FIELD LOCATED BEl-:cORE FINAL DESIGN OR EXCAVATION STORM CATCH BASIN DRAIN MONUMENT IN CASE REBAR AND CAP :r: l-a (/) /_,· ,· '. . 'I !1 , ... \J1i I i'., J I ! I I' I I I I I I I ,: I ""''i' ;.,, I ,.c- I l "°, 1 .. '. I I I I I I ,: I II SOUTH 43rd STREET •••••••••••w••\''"""' f _J 1 ;;j' <O w' ! nc;i et, '. q, c~f 'T )-il wJ : a::i! 4- t s:t --·-__ J __ I/'. f , ... ,., :: :=::.;.:,-;=. 1q·:, .. ,"_;f}/~7G , ...... ·· ·•·•••••••••,·;:;·•·••••::•v"'C,o>,,, , ~-~v-~~w.v~. i ' ' ; : :, 1 PROPOSED BUILDING r···' .......... , -...._---sANITARf·!sEWER POINT OF cbNN~cT10N IE=85.3!3 i 1' f ' '. f • ~~--23 LF $"! SS PIPE @ S=2.Qfo 'a:, I LO D (D • I -~C.O.v '. ......... 7 Q,''. ~·-, .. -'(···· ···~·-··""·•· -~ I ·" :gj; 11 ! ~ i T""" 1 ........ : ) ·-.v·m~·-'•••• i Water Utility Notes and Specifications 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. , 2. All wor~-material shall be in conformance with the standards and spedfications of the City of Renton Planning/Building/Public Works De°f:iiirtment and the 1996 edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Departrt1ent, Fire Deportment, and 911 shall be notified 24 hours in advance of any work in the right of way. 4. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 5. An approved Traffic Control Plan is required to be submitted at the Pre-Construction meeting. EXPIRES MAY 21, 2008 6. All watermain pipe is to be cement lined ductile iron pipe conforming: to AWWA C11 0 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push-on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA CJ1 O/A21.10.87 or a combination of ANSI/AWWA C11 O/A21.1 0.87 and ANSI/AWWA C1 53/A21.53-94 such that the portion of the fitting with "··. a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance · .with AWWA C11O/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted :to the owner. i: 8. Gate vales shall be iron body, bronzed-mounted, double disc with bronze wedging device and 0-ring stuffing box (AWWA C500) or of Jj resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1 / 4 inch, two 2-1 /2 inch hose nozzles with National Standard Threads 7-1 /2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 1 0. The two 2-1 /2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter ·with···1'/8 inch, coated, stainless steel, aircraft cable. li\12. Fire hydrants shall be painted with two coats of paint. ii 13: .. Pumper.:onnection to face roadway assembly. Preservative paint number 43-655 safety yellow ar approved equal. T 14-,--FirB .. ·hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. ''; j 5. All watermains 1 O inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger i !: ' shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. i H j 6. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be • '; Girard Industries Aqua Swab-AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear af ) 1j "PIG" only. i H ) 7. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. ., J 8. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the i specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed · ii in City of Renton Standard Plans & Specifications 7-11.3(11 ). The loss in pressure shall not exceed 5 psi during the 2 hour test period. c/! 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium :h Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7-11.3(12)E or Jti 7-11.3(12)F of the Standard Specifications referenced above. _,..,.·: .20. A pre-construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. >>(21. Twenty-four (24) hours notice will be required prior ta starting new c.onstruction. ,,fl!JiF'2:t·rt·-sliaTrbe the contractor's responsibility to secure all necessary permits prior to starting construction. :;tfiif 23. Installation of corporate stops, water services, lines and meters shall riot be done until all service agreements, meter applications, {);i;;; construction permits, and payment of fees have been made to the City of Renton. ) ~ co <( i,ii!;;i 24. All connection ta existing mains is to be accomplished by the City ___ Cl[ Renton, except wet taps, which may be made by approved wet tap . 4;;, -contractors_ with prioc .. apprnval from. the. F'ublic _Works .. Departmen\. .. ,, All· ;nec;essary excovation_ ancJ materi9ls ... are. to J:>.~ .aupplied .• by cLtie ... -, ... .,_ ...... ~=-~"-'- ib ' contractor and be on-site prior to City notifications. ' -' .. HfJ ! "" 25. Inspection will be accomplished by a representative of the City of Renton . . j:l(j Services twenty four (24) hours in advance of backfilling all construction. drawings. It shall be the contractor's responsibility to notify Development The contractor, as well as the engineers, shall keep as-built 26. Contractor to prov·,de plugs and temporary blow-off assemblies for testing and purity acceptance prior to final tie-in. 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of ·/;\),;'I Renton policy, within 1 0 days. Call for subgrade inspection prior to placement of final patch. * 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. l ,----) i.:i Sanitary Sewer Notes and Specifications 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 5. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Department shall \ake precedence aver all other plans. 7. A copy of these approved plans must be on the job site whenever construction is in progress. 8. The contractor shall provide the City of Renton with an as-built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. , ; 9. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. Th.ese compacted layers must extend for one pipe diameter on each ., .... side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. ·:·1'9'-·--open cut road crossings for utility trenches on existing traveled roadw\ly shall be backfilled with crushed rock and mechanically compacted. ,.t,. Cuts into the existing asphalt shall be neatline cut with saw in a cont\nuous line. A temporary mix patch must be placed immediately after H1\1 Dbact kfill ahnd11 cbomcp?tctiofn. R At perm1 a9n8e8ntNAhVoDt mix patch shall be placed ,!"'ithin 1 0 days and shall be per City of Renton current standards. a um s a e , y o en on, . i! \J,12. All disturbed areas shall be seeded and mulched or otherwise stabilizeq to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall ihclude necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SOR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must slope in all directions to match paving. I 1",,;20· o' 20' 40' 60' JU RE CALL BEFORE YOU DIG 1 -800-424-5555 f/l z Q f/l ~ rt: I- LL.I LL.I 0::: I- (/) 1 5)007 · § .... 0 " El~\2 .s oOOOw 0 z 0 O z :::, ..., t; w w w z z :y: -:iG~ow 0 iii ~ w a::: W Ci I O~ a. D O 0 . w z <( "" . 0 <( e- V) z "' 0 --, "' . z w V) "' w 0 z <( ~ z w >-z 0 0 0 z I;; w I f/l o3 o~ "' a:, N °' w !::: z :::J 0 V) e- u.] l') l() '-0 ::) z l() --0 -N N ZINN w v.i . . > <( !:ii 'ii' <( 3: "< "< I ~ -..o -.o I-woo U... ......1 N N u:: I= .. D .c{ .:_j X 0 LU LU <( co t/) I-LL. z <( _J o.__ ~ _J 1--- ~ 0 0 f'(") u I ' ' "" ' ' I / \ \ I I / ) I I JA=%,1D,t~"7 ?~ 1'feB"7 t-t~Nt:> ~'rlt-l<;J OFFICE BUILDING • • • ~I~~~~~~ • .. I I , • '---- 10' ~--0' zo· 40' so• ~1~--1 EtJ SCALE: 1 "='20'-0" NORTH BASE MAP FROM TESCARENO ASSOCIATES, SEATTLE, WA GENERAL CONSTRUCTION NOTES 1. All work performed shall conform to the City of Renton lands.cape and irrigation rcquir~mcnts, codes and specifications,"'' ··· 2. Owner to secure all necessary [>iWmits for required work per Landscape and Irrigation Plan, 3, Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible fo1· any resulting damages during construction, Call to locate before you dig at 1 800 424-5555. 4. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade minimum 9 11 below paving in shrub areas and 51' below grade in lawn areas. : Remove all debris from site. 5. Provide minimum 6" depth 60-40 mi, from Puget Sound Topsoil NO EXCEPTIONS (2531833-0374 in all shrub beds. . Sc.adfy subgrade l,,y rototilling and add topsoil on surface. Add additional topsoil as needed to co1ltOur shtub beds including required berms. 6. Provide minimum 4" depth 60-40 mix from Puget Sound Topsoil NO EXCEPTIONS053) 833-0374 in all lawn beds. Scarify snbgr3de by rototilling and add topsoil on surface. Add :idditional topsoil as needed to contour and level lawns. 7. Provide minimum 2" depth fine blend hem-fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds and lawn areas to within l" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 8, Provide one (1) year warranty for all plant materials and workmaoship. 9. Verify all quantHies shown ou the plant list and plans. If discrepancies exist between the gra·pbic representation and the numeric totals, the graphic representation shall rule. , 10. All plant materials to be specimen quality witJ1 fuJI, symmetrical tl'Unk a1id foli.1ge, unless othenvise noted. Fei-tilize plantings with HQsmacote 17~7~12" plant granules by Scott. Install by placing at grad~ Jc:vel after plant~d. Am011nts to be: 2 cups IlCt' tree larger than 3"cal., 1 cup per 2 W' -ff 1" cal tree, Yt cup per 5 gal.) Y4 cup per 2 & 1 ga~., 1/8 cup per 6,, & 4" pots. Osmacote to be placed at the base of plant after the mule!, has been installed. J 1. Insure provct' drainage of all planting holes pl'ior to installing plant materials. lf planting holes do not drain or if heavy cJay soils are evident contact landscape arcllitect. · . · 12, Coordinate drainage, irrigation and lighting with planting plau. 13. Remove construction debris from beds and asphalt to be 1:emo-ved 3" frQm behind extruded curb, · • ' : \ . • • • DOHN IB% • SCHEMATJC Pl;ANT MATERIAL LEGEND '", ' ,,, ·: ... '· ·:·'·:··.·. ~ :.1 •• ,:. · .......... -:,. . DECIDUOUS STREETTREES-l l/2" caliper, B&B at 28' o.c. October Glory Maple/Acer 1·ubru111 uoctober Glory,, Little LeafLinden/Tilia cordata European Hornbeam!Carpinus betulus "FastigataJ' CONIFER TREES -6' height, B&B at 10' o.c. Hol}ywood Juniper/Juniperous chinensis Torulosa'i Hinokc Cypress/C/Jaemaecyparis ohtusa "llbwken Emerilld Green Arborvitae/Thu/a occident,1/is ''Emerald GreenH SPECIMEN FLOWERING TREES-11/.2" caliper, B&B Kousa Dogwood/ Corn us kousa Chantiller Flowering Pear f Pyrus calleryana nc1ia11tiller" Japanese Maple/Acer palm,,tum MEDlUM EVERGREEN FLOWERING SHRUBS· 24" height, B&B at S' o.c, Rhododendron/Rhododendron spedes Forest Flame Pieris/ Pieris lloribunda Strawberry Madrone!Arbutus unedo Osmantbus/Osmanthus x burkwoodii EVERGREEN HEDGE SHRUBS -18" height, container at 3' o.c. Otto Luy ken Laure)/ Prunus faurocerasus "Otto Luy ken" Helled Chinese HoIIy/llex cornuta "Helleri 11 SMALL FLOWERING SHRUBS -12" height, container at 30" o.c. Aza.lea/Rhododendroo species David Viburnum/ Viburnum davidii Sarcococca/S:1rcococ,:a rusdfolia GROUND COVERS-4','.pots at 18" o.c Kinnikinnick/Arctostyphyllos uvi~ursi Pachysandra!Pachyslwdr,1 termin.1/is Hypericum/Hypericum calycinum PERENNIAL COLOR-1 gal. cont. at 36" oc Coast Leucothoe/Leucothoe axillaris Candytuftflberis Se111pervirens Duy Lilly/ Hemeroca//is ''Stella de Orran : ANNUAL COLOR-6" pots at 8" oc Per Season and Landscape Architect LAWN -Sod from 8ountry Green "Perfect Green", (800) 300-1763; soil preparation per uotes. I ' ~~:f';,,,~ f ,,),, . '-;1,:·"· -· Lauchlin R. Bethune Associates, Inc. • Larullscape Arclutectur:e & Planning, ASLA P.O. BQX 1442 phone: (425) 432-9877 Maple Yalley, Washlni;:ton 98038 fax: (425) 432-9878 lauch@bethunea$soeiates,com www.bethuneassoclldes.com FOR SlJBMITTAL ONLY -NOT FOR CONSTRUCTION USE DATEPLOmD: DWGFILENO. TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MJ;MBERS OF 1\IE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC . SITE PLAN REVIEW SHEET TITLE LANDSCAPE ·SCHEMATIC DESIGN JOB NO. #27108 SHEt:T NO. ,-~~--==----------- I I I I -----------~-----------i -----------------'------------I ----------______ _] ---"-~ ~------------I ---__ ----~----------~~ :---------------------- ------------I -- --~i \ \ ~\ I I 170, I I I I I I _,> _,> I ,?, I I I I I -77~, ~ ----------------~ ~--------------.--------~ ,--------------------------, L ___ _____ -~ ------1 I I ------------- -~-: I I I I I ~-. I :--------------~V I I L_l I I : L __ ' I I I 1-----~ I ~' L _________ i -------~=----=----__J ~ I_---I r~~~~~~ ~~~~~~~~~~~~~~~J l~~ ~~~~ ~~~~~ , I I I I I I I I I I ,-_J I I I I I I I I I L------------------------------1 I ----~ -------L ____________________________ .J ------------ L, I I I I I I I I ?o I cl', I I I I I I I I I --------1--_------·---- 1 I I I ---==------------------115 '-=========-------:-=--:=-=-=--=~~-:=-=-=-=-=----_---=--==-==cc~---=--__ --_ D --~ --------------~==-=----=-=-==-11s~--~----------------------------------------------------------------------------- ~-/ -, 1 2 4 ' ----1 2 2 , ----------------------------1 2 0' ~---==---------------------------------------------- 2 6 ~-----------------------~ ------ ------------------------~ --------------------------------12 a' ----------------------:-----------:---,.__,,, . _ ~------= . -. -. ~---~ -·\-· -· -· -· -· -. --. -. -. -. -. -. -. -=,__~~--. -. . -~ ----------------~ ~ 7 ·-·-·-·-,. ~ VN O' I 1------------ -------------------------• 9 o ~ --I I ,---------- --------__ -----~--~ r -------;- 10' 32' DATE PLOTTED: 6/11/2001 DWG FILE NO. TOPO_MAP.ciHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE REVISIONS NO. BT/ JC DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE TOPOGRAPHY MAP SHEET NO. COPYRIGHT 2007 TISCARENO ASSOCIATES PS TOP OF P~NT "iOUSE' ~ 2",, 5 ~ + oo- OfFICE 12 -+2~8'-0 I~ OFFICE I +224'-I .-, _OFFIC= 10 .-, +211'-2' OFFICE Q --+1'11'-1' .., _o=:FICE f ~ +184'-4' u OFF CE_ 6 .-, bl 6 P~_~<KIN6 :.J ~ +148 6' !j,! _J ~ ll"' w I)_ CJ ll"' I)_ I ---~&'/-·-~-------+--(Z)~ +---_J_ 45' O" /I 42'-11 11 ' I I. ; r 1-: IC : I I I I l1tiiii I I I I I [ J r:::=c-J, 11111!1--- ~ l I [ -- ' -~ -~----+---MECHANICAL SCREENIN6 H/ METAL PANEL S1DIN6 HORIZONTAL BOX RIB METAL PANEL 'ilDIN6 ----~- --- -------i---VISION 6LASS -+--METAL PANEL S1DIN6 ----~METAL ,',CCENT -~-----PANEL I. : I --------___,,,.--_.---V 9 I -I --~~1"'/~~~~~~~~r--~~~~c--"-~ h'_l__-L~~~~ccL~-~~-ft----t--r~-~r,::J,=-3:-1' =/ e-/V -1 f------[l_i-------+---COMPOSITE ./ I -HOOD _ T _____ ::.->-_ ~ __ -----. V, ----r 1-----~--,--, 1 ~ ._.._.----, ____ .,_, __________ /_____ PANELIN6 - - =: -! Ii -- : I_ v/:---/ i n HIRE C/\BLE _.l_ / , -/ 1 ------------~ RAIL v ,-=iHiHf'tcli ~. - -; r ~ ~- ' -T -, -ri- 'Fl' i== ': :'-~ _-___ ::_ ;:1 ----r- )----,1 -----.. _;.--F ~ ,,-- I -111--Iii ' ~ ' . C • I-!!- ' ' I I /~ -----,--------PAINTE[) HIRE I ~___.-Yv SCREEN PANEL '/" ~ ---ARGHIH:GTURAL ---- ACCENT ·- Ll6HTIN6 ---t--EXPOSED -,--, I 11 I r PA~~~' 00 ~"'-1 n~ 9!,,-,-TTT~"T"T' rr::=~-"'Tl~s;,~'~"TT;"'~"""Tl7""~-----;-_:~;.-,--=r--n-"'r"TT-+-T-""r-,T-i+_l1_""_A-i-i'rtf"""'::-~~""'-----r-j,_,=--=--H~T---------- I-I ;,------i _;__ __ --1 1 --------VISION SLASS -1 -__ l ~~ ~ _ _----: _ l----c--c1-----COMPO'olTE PARKINS 2 _., + 2!'-6" --------------COLUMN ' - -MET AL CANOPY ' 11' ~LHJ -rl -i r--i ~ ~~ !~ . I :=:;t-----~ -~-, ----'·'OOD .,..,.,.,..,,,,,,,.,.,.,,, -Y'I I , ~-I I PANELIN6 ~ ~-' ~ I 1-----~--cc-, ~-~------~ STONE ACCENT L e -:: r-:::-. -" I I I BASFD/1..VIS AVE. S. L033Y LEVEL --+i03 1=-6 11 ~ -C ' ~>( i -I ~ r--: --- - c" ~ _c -, · SOUTH 43RD STREET/ NORTH ELEVATION I I -------------------------.-----. O' 16' 32' DATE PLOTTED: DWG FILE NO. TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE REVISIONS NO. BT/ JC DATE DAVIS STREET ASSOCIATES, LLC. ------------------~--------------· . ----·-----~-·- 64' SITE PLAN REVIEW SHEET TITLE NORTH BUILDING ELEVATION SHEET NO. COPYRIGHT 2007 TISCARENO ASSOCIATES PS I I 10:::;., o::..: PEH :Hous:::: . +200 -5~' ~ I TO~ OF PARAPET~ +~76 -5" ' :::ZOOF ·~2:::i''-5"~ i or,=1cE 12~ +p3o'-o""' ' o:=FICf II.~ ~ 224'-I"._,. OF:::: CE o ' ,_.-r, r'!I' ~ ,+-11--1 ~A~KIN6 5 ·---~-1~8' -6'' ~ PA1KIN6 4 -----~13°'--6" ~ I ~f-\RKIN6 3 ~ -130'-6' I ' 8 ARKINS 2 1 +121 '-b'' ~ ' ' LCBBY, LEVEL~ S. 43~/ S fRE-=--:103 ' 6 - @ I j I 21'-0" I I Hi RE CAI3_[: -~ RA.IL 0) J ~o) 0 t I, lr'-0 11 21'-0" "I 32'-0" I I I I ® f I I L__ "I 32'-0" 21'-0" 4 Zl'-0" Zl'-0" 21'-0" 0 I 2-=r'-O" 1 ·• ,, ; ' . ":'' ' •• I •• :,':: ::· ===---===============-= I I ,., ·.; .. , ,·· ; '. '. ·' ;;.•, --MEU·A'i'CI\L --· :' ·· ·'' • •· ' -=--~=, S'.,:;:,E~_, 'NIN::..:. 1 ~1/ ;: : ,: :· ,: ·I . : -· , __ ~-----=---------....._ L/ V'I .; (:, /'· ''·' ,,, ···;· ., ••.••••.•• ; .•• /': ,, ••. , ,· -I i ~lrg~ PA'IE_ ...... , ..... F"c"""" .. ""._:,.,,··= ........ ,.,,:.-.:=----"""" .. ""·.·· ."". ··· """"-_-,.,,_ -.-. .-""-.-.-."""" . .--.-""-. """"""."". · ""_-_-""-_._.,.,,_. __ ·_·""_. """"·""···-:-"".-_-_.-_"" -.-.-.""-.. .-.-"".--."" ... ""· """'""""""·. ··."" .... "" .. _ _._. "' __ ._._.,.,, ___ ._.c= ... cc .... " ... ·"""'·.·.·.· ... ·."" · .. · ... =c"=.~ .... ec .. "".··==···· ·==······""·· ··=··--· .. ""5. ·=····Sc··"'·=· ---"'·· .. ="··.·""""=""""""""""""""""""""""""==="".,.""·.:·.""<·:.""·:::.""""""""""""""""""""==""Ji---·----t-HO~I ZONT AL (" ---------------_-__ -------__ ----------------··: ·--. -· ___ ------------· ---·--.. :.-·: ... __ .... :::-.-.-.-.... .-.-................................... __ ----··:: : BCJX RIB METAL .... _-_--_ _-_-·:·::······, ,._._ ;·,::.,·-.. :-· -:·· .· ... ·.· ::·::-:::: I I I I ' ' I ; 11 )/ ! ~~~~i~ HAU VblON GL/\SS I I .,.,,,,·~~II ~~~~~~.~~~~~~~~~~~l~~.~~~~"""I ~~~~l~~~~~'F! ~~~~ I ME'fA_ PA'lf=_ I I I ' ; ! / ',;IDl'IG 7 ,,---:-cu;c:TAIN AALL I ' /, V' ! 1 I 1111 i 11 11 Ii I~ l;y I i i I I L I I s._,_.,s-·:::M- SPANDREL GLASS r~-:b-b~--ccb-daa--~-_j__aadr====!::::==~=='==~=~=======;=='=;~E::;=5======'-,:;:r~-:aba-4::::~,,t·::· L__ r-:ir'\INTED JAi RE ] / // r-scREENPA,=L 1 / ; PLANTER BOX I I / ! / I I ;· I AND HIRE FO'<-' --f----+--if--f----+'--ft-f--++,,,..e/~===7"'°"1 /~=,==:b=b:a\i __ ES?A_IER HAU 1 , .. , / II --, fJA -TERC"D I c-/ ,,,v I/ I C,01.LIMN hi TH , : I II --1(1'.+-+ vC:::.-IL-Fv=c?'~l"':"I == 1""·= ,=I==! ~1i=,,=1 ~,==cal~/ , :~:c:~~:N rs I '' ~ vi / I HAL_ BE"IND. -/ r,'ER .~...,.=====-==-==-=====lf~--:b-~---'--_1__ _ __J[--+--:b--lf.,--'l+,+.i.J,=------=-==-=-"""--..J;' STRLIC rll'<-AL I I I I I IH! JUI I I • i • 1: ' ---. -·· I . -~·----- I II I ' 1!! I 1 ' i L IE L • IHf-· I ; I I .. I I I I I _l__ I • ' i,,i,,,,,,, .... ' ' I, • I . I' .L I ------ I COMPOSITE:: ,, I! . ' ~ /\KCH' IECTlA<A'..a'°' ·"', ¢,¢=;.;;,,;['1,;;I ;rr,}=r.1_rcl:1''1'cr-n"'r,,,1,'"'1,,, ... 1,"''1'1l,.:'i'"''.',f,"''1l,,:"',,,,,,,"''1',',-c',· .. '.·.·,,," .. ·.·.,',"'··.·.·,i:,".·1F·_"-F:"'"'i "-cP .. "',1·,·."'·.·.',""'',""'·.·.'1·.~.·.·.·.,',"'··,.·.·.'1,-...;"""f,·.·.=-~.ca,r: .. ·.'.·""'1·, .. ·,"',,,',·,.""', "''t·a,.-,.,J I-·· I : : I '1'1 ,,, ', I : l'f1', 1:q 1!'1 I !/~m· I ' :,-I :', 'ffi' -Ii ' i•,.,1'i : .. L:· ::ti-it.I: 11i""''"''"'"'''''""" r·-:·.-.. : 1; : , -+---~-~.;~-~--h-.f-, : 1,, :, : : ' , : 11:,, !1 :,_-.-·.-,:":::-.-·,·:_,.-:,: ' ----" Acc=:l\T II ': ·, '""' :-:nn1w,:::·H.1·:~!l}I !---::'-----\":f :·· ·r···,! ··+:.-{ 1----r-----t-----!b--:-:.t:::/::.fr::! ' ' ' I ! : \ I :! 11 ! I : [ I : 1[ 1v I n J I { ) : ri/. -f:·.:::-::."_LJ[ / .. _._ :·-f": ) _l6Hl'IN6 \___ 1-l !LHI i-!llHiJ!;!,iitiJ:i-!ii!i}! --r---r-----r----1'· f··_J-: ··.-·l,,:-.-:1,·· i·-:r--r-:1e-------':+.-.f:{:-::-: :[ :§ I ! : \: !/ ![1 Ii t iil:I ![: !, u: !, f ! i1 ·J .v---m}.-.lfJ :1 f-.:.:a.:: Ut(HIJ1:o:::.[l-:_:w11'1 il·--·f-ii f.J .. ! _ i:fl·i~ r1··1:-I l ~ !.:I··· ~I/ \: !/ Hl L-! [ ii :r 1,--1 1 Ill: , ... :[.-.--f-:J.ji ~ M=:TA_ i)!tj= l-lf!.HliiJ11J-.!ti.W!i:I 1:.):.-:f-:,.f .. f .... 1.-.-.-.1-11: l i I~ r 11i I r.:r-----!--f-1--,1--.,1+-+Hfr.-.-f--l! 11 ! 11111-I I [1:' if!~ l i! ! i _.-.-+-:Ji-:·.+)-J 11 C-ANOPY :-dXB :-:un _:·}H!1:-: LUJ;;LQ _l__L_~L _l__Lbb,J;;I -,---,U-!_._._. iµJjJJil Jffi: r ..11U --1--ir·.-.r--·-i.--·1 1 i/l,.-_+_._1:-.--.-.-.r.-1: C) r----i!ii-n t11f::"; _r-nr:ri, ~i.J.-J.-i ~~!=~i_·_:_-_-_l_j~---c-: I' i r" Hill::1::: ... ,:~ :.,Jll!li {i-T:t'' :J--,--~ r·m1 i-!lff dR1J! 1-+:t-:1---.f.--r---1 f-:-f .. J-:1'.:tJ-_!f--". -:-J: .. :---i···-1-·_:~ : [';, L ' J I L JJ l r 1L It 'l I I : l / i"-'-··x·:" f 1, \ I _ _-• i .. :· t Vl~~~\~~ ··~' 'i, !li1:"lf ri,1.~1:r11:11 1:="II1r},lil 1~llliI1li:•' -+~~-~,~11-1 I, \ ,,'. 1:.:'i!: l!I!.i\J.i~,11 11 r,1:lt1,,,l,H:!1,:i1~1flt11:lt,1 :~ 1 i_ 11:r,l!!;iii '· ·-l+-1'"1"''"1 '-·+·Y-'··+-·I··· '·+·+f·-:·--+·i I I I ,I ,,. Jn1:Jl11 _,, __ ' ,. 8 ' 2 I \' \I 1, I\ ' I I \ ! \\ I \ I \ I : \\ ' t ' -- ' ', _,. -_ / 111 II l·····l····lill······· ·1111: 11 ¢c;====;L.U.,.l).~-"c-~-, ~-======= -L Hj.~!I ! : II ,~-11fi11~1 I DAVIS SfREET SO'JT-t//'IEST £:Ll:VATION 36'-0" \ ---. , ..... ' ... . ._.,. ., -1=:i ::: ';:;CC ., p ';', 11='=1 DATE PLOTIED: w z _J i Ci II.I Q_ ~ Q_ l I IS' 32' 64' DWG FILE NO. TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206,325.3356 F: 206.436,6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO, 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO, DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE WEST BUILDING ELEVATION SHEET NO, A oOLOPMENT P!,ANN -\)ITY OF RENTON ING JUN l 22007 OF COPYRIGHT 2007 TISCARENO ASSOCIATES PS I I I I I I \ -·--·--·-- I I \ ', --\--~---------------- \ - 11, // 1/ _I/ JI I 1---------------------+----------- I I I I I I I I ~~ ......... , I I I I I I I I 7 ' I I r L_ I _______ __j_ -- --, I .\ \ ---1-~ --~ ____,_______,__ __ --- l~ ---- 1 -, .•. ------· - -~ --------------------- -, f-------------------, TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN. Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER --------. ---------~ ---------"---- ~'""-'~ __ . __ ____cc ___ ---- C' IOC DATE PLOTTED: b/11/2001 -------------- 200' PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. ~-~--. --· -_-:::: ~.c..;-_:---------= '=-"C'..;_-c.;.-,,c-: ~c._,.·--------·----· 400' SITE PLAN REVIEW SHEET TITLE NEIGHBORHOOD DETAIL IVIAP SHEET NO. A-ti~i~wEwtr'NG JUN 1 'i. 2%7. OF RECEIVED COPYRIGHT 2007 TISCARENO ASSOCIATES PS DWG FILE NO. neighborhood detail map.dHg _/\f\DSCAPIN6 STRUCTURAL RETAINING HALL d:J dj ' _, :1; + CANOPY ABOY~E-~ -..__--------------------~ 24'-2" r JOB TRAILER PARKING LEVEL BELOH GRADE 10'1.14' f---+------~L~ANQ'.;:;CAPING 140'-3" CJ l~ 6, '~ ' 6, ~' Jl:: VA< VA~ "" "" AC.CEC>SIBLE Ac.c.~S!ll3~~ AGGESSIELCC AC.U'S"ar<Lf I I ll'-0 11 I -I "' " -,+.10661~ r T ' T d, N ' 0,, • • ,, ,\'} --~ "J ·- ~/ rS 'f;/ y, ~r 24'-0 11 ,, t ,,0 'V 4- UP ~ ' I • • 8'-,, -- ' 0, -----------------------------.-~-------------· ---= ----- ' Cl ~~ I UF I ~ ~ GO~'FAGT GOI-PN,T EASEMENTS, ITEM 5, DRIVEHAY EASEMENT 118510010624 ABANDONED PER ENDORSEMENT DATED JUNE b, 2001 ITEM 6, UTILITIES EASEMENT# 20011008000601 1.5' EASEMENT ADJACENT TO THE INTERIOR LOT LINE, RELEASED ON OCTOBER 8, 2001 () ' r ·-. 24'-0" ~--+- DOHI\ f'f-b '18'-I '~ B C(Cl.f S10RA6f: 336'-3" 22'-4" S::RV.CfS SERVIG:::'S N0°5Cf'lb"E 336.3fJ' NICJ'38'32"E LC=l58.1'1' R=215.00' L=l60.46' TAN=82.5CJ' 11=33°25'54" CJ/\\/ 5 AV'-= S 50' R.O.H. • ., ••••• , • .c. _OFFICE H' EN • KF,N ')?,--,-' rrrrm-c>; ,~, LO/'.Jl'-10 JOC< ~ FFE, 0::''-0' I _ ?-,{J'-4" ~ ~DADINb [)0~ TR/\:-1'1/R':CYC~LABLE/ r -------~---, Sf"ORA6F(..-CFA.": REG: 6' PL:R. 1000 Sf N=-- FLOOR AREA=l,1"10 SF REO'U ~ T-0" < ' • " • CJ C I s CJ I \fl D 4d • • ··-i- CJI ' • • ---..... . R.O.H. CENTER LINE Lr) .· t I . I () .. --l..;,+IL ~""'~=t;,tcc,.. --,k/,<-j-_ 30'-0" I 9 I " I I CJ b ' N "' -' 'b I N I r Cl I Cl -' r ~------IBQ3_ ~~~~ - DOHJ\. -1---·--~-··---·-.ENl'<.T·--I · ;,-------::::::=~~=\ =i==c=cc=, ,o=&=o'fft'-tj 1~ 5'-3" PROPERTY LINE / Cl -' r 31'-IO" 51 1-II 11/16 11 _p,. (,~ 7G CJ (fl --i 7J rn I 11 -~ I Ai Cl ',: C\ m z irt Ai r z m ___ [ ' -' --------~·.-,. -........ --- O' 20' 40' 80' DATE PLOTTED: 6/11/2001 DWG FILE NO. SITE PLAN.dwg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE SITE PLAN SHEET NO. A ~OoPMcNT.PLANNING _,,. ~TY OF P11'ITT0N JUN 1. 2 2DG7 OF F. ''E\Ve.0 COPYRIGHT 2007 TISCARENO ASSOCIATES PS . -· _..-_ en ;< " w f- i7i I (l) 0 2 ;;- 0 0 <( u "-c 0 :~ 0 U q5 N / -" "" C <V t') :> C 0 > ::, f'- 0 --, 0 .'= t') / 0 ..---..:J F! N20'08' 40"E LC=164.54' R=250 .. 00' L=167.66' Tan=87.12' L\=38'25'29" DRIVEWAY EASEMENT AFN 8510010624 N3T51 '27"E LC=14 . .39' R=275.00' L=14.39' Tan= 7.20' 6=2'59'56" CON 5 ho N 0 LO c:i ~ t') EXIST CB ,,.. ...................... \):/ .......... ' ........ ;, ..... ':;;1 .. i ..... , ............ : IE=96.25 (S"S) ta:, i IE= 9 5. 9 2 ( 1 2 "N) -.c.i-1-----;----------c fr CONNECT-· F;OOTING ... ;;;:;. t/-· ............... ;.. " ... s/.>.c DRAIN TO r- STORMDRAIN PIPE -+~-----'. '- ' AREA DRAIN i CONNECT TO EXIST tEi --~'-- FOOTING DRAIN SUMP : PUMP BELOW SLAB -'-w-+-' --"--'---.. ,;: .. ;;~'<? 4 DOWNSPOUT POINT :-' OF CONNECTION [~ IE=97.50 ,. N19'38'32"E LC=158.19' R=275.00' L=160.46' Tan=82 .. 59' L\=33"25'54" ;z VALLEY CENTER WILL REACH AN AGREEMENT WITH THE OWNER OF \ THIS TREE BEFORE . CONSTRUCTION BEGINS dw "-z f 107.50' / / I i I /' I , . I/ / .t ·.- \ NORTH LINE SW 1/4, NE 1/4 .............. ., > .. 165.02'! • 0 ';, • __ S87"25' 44"E \ i ~AFN 97 ·~:10;~797 ........... /'-··· ·-· -FOOTING .. DRAIN,::::D;!:'; "\\' .., ........ f. •••• • • •••• )__. vm .,,.,•••-"-~"'"' v,) . . ,,,',,, •••••~•-vm,~ ... ,. i ,/ _/ L· :--\Cc:<.-,:-;.)o.:••w•,··., '"j l i ! .... J . ..1.,._.,, . .J .. ,.,,,.,,:',,,,, ''"''MJ:Wm,w,,,> ,.· .. vno,~'"•••••••~vA•.),c,o,·, ......... ,. .. ,.,,0, "' ·'j \P~OPOSED BUILDING --... ,Lr.. >_;,· .. _;::.:.,.···; :· r , / : • • -! / /// ./ i , ... /-1 ' / ·/ ; / V l,/ I ..... J ... L /.(' , ...... ~.:,wm<-,.-... ·,· i / ( .. 1 .. 65.08' / .. ·'·•' __ ,/ ··' f;:;---/~---7~--------:-------~--l--~-----------· 'i, '. ........ ·/_... ;/~r- .. ' i : . ·, : 1 i i ·;,,. ! ·-Jc i'-. r-.=.-; .;,· )'·.,: w ~ -;. ..----O, .. o, m ., LO O l 0 l"l < z i 1 01 _J. 1 !1 quTUNE OF GARAGE i:jELOW GROUND 155' PROPERTY LINE ·r ;r: ••wnm••=·""""'"'''" ;; ·; ·.·:·-·- /: e<:-:o : ,-: i;d: ' f i ······\- ROS LI ~J E TABLE ;, / v. ( '. (/J \ \. . . , .. .-·>,F J / / '.•.J '._ ._,_!::,,~_,,./ / '·.,,; h'.:;.., .·· .. ,.. '·. . • ·. w-'~."-,,, .. :,.,,.,{::.·:;,::):' . ·.· .,,,,= , ,· .. · ,•-' ,•'' ·' ,,,) _,.' •", • '_ •• .. //t(''f~~:~:;::4::7 ~0~6~«?<i;,;;c',;(<'c<({?;4"(~p{~~'.(;.&;~~j:V;tbli11~1 11 / . ' .. / ,/ ' ! LINE L1 L2 L3 L4 L5 L6 L7 LB L9 L 10 ...... L1l LINE TABLE BEARING LENGTH S01 "41'00"W 2.88' N88"35'25"W 7.05' N01 "16'16"E 2.87' N00'55'23"E 7.40' S01'23'47"W 34.56' S00'55'23"W 9.57' S89"04'04"E 24.83' soo·59'16"w 11.50' N00"59'16"E 12 .. 02· N89"0"1 '58"W 166.36' N89'0f"58''W .... ... 165:06' ..... Surface Water Drainage Nates and Specifications .. ... 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 1. All construction shall be in accordance with the current Standard Specificati6ns for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 1. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 1. A copy of these approved plans must be on the job site whenever construction is in progress. 1 .. Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are as noted on the plans. 1. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has passed. 1. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 1. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 1. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 1. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 1. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 1. All catch basin grates shall be depressed 0. 10 feet below pavement level. 1. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 1. Rock for erosion protectio_n of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following spec,fications: 4 -8 inch rock / 40 -70% passing; 2 -4 inch rock / 30 -40% passing; and less than 2 inch rock / 10 -20% passing. 1. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section.. An accurately dimensioned, certified as-built drawing of this drainage system will be submitted to the City upon completion. 1. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 1. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 1. Special drainage measures will be required if the project location is within the aquifer protection area (APA). 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 1. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 1. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 1. 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 permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum reguiremen!s, _ a .. s _ may be. need,,d, to .. protect adjacent properties and water quality of the receiving i:lrainage system. · · ·-·· · -· ·· ·.-· -· ·· -"" --------. · • · 1. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 1. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 1. In any area which has been stripped of vegetation and where no further work is anticipated for a period 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. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 1. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 1. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spoils shall be located at all points of vehicular ingress and egress to the construction site. LEGEND I I I CEMENT CONCRETE DRIVEWAY PER CITY OF RENTON STD DETAIL CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE SIDEWALK 1 "=..20' o· 20' 40' 60' JUN CALL BEFORE YOU RECEI DIG 1 -800-424-5555 "' z 0 "' ~ Cl'. r 0 w ' 0 Cl'. CL EXPIRES MAY 21, 2008 • ) w z 0 "' <( "' oS' ~ • "' 00 0 N 0.. w <( t::: z I-:::, 0 V, z V, I-co "" I..LI {j Lr) '-0 0 ::> z Lf) '-0 2 -NN ~ INN o'.l w V) .. • > <( 'ii' 'ii' z <( :s: CC! CC! <( w I ~'°-.o V, t--W O 0 "" U.._JNN w iI I= .. 0 Oi:lJ .. X z 0 [d <( <( co V) I-u.. .. z <( _J 0... _J 0 I-0--:: w I-w a:: z I-0 (/) Cl u a:: a:: w w I"') I--.;I-C) Z:c <( WI-z u ::::, - >-0 Z <( w (I) 0 "' 0--:: r ...J I-z 0 ...J LO Z w <( ow r z > I"') a:: 0 0 ~ 0 0 0 N w z z " l;j ~ 0 w u w ~ w Cl'. I I 0 0 0 "' I ·~-- I I I L ___ + ®-- - () - I () rn ©--- I ~· ". '. - I i I . ' ----··--I I ' C -- I - 01 'T ~· . -----' '--' ~ I I -------•----- ' b'-0' 60'-4 !~ I -I J/\NITO"'. \ •-- ~ I +--i---t - C ----1·-----,<;) DAVIS AVE. S ----------·, ---+-------+--I-PARKINS BE_OH /E·, -----+------1-11----------1 i\-2C - I ~ '--/ I/ -)\ r ~------ j j '-0" / " ' LOF::F::'i'"" (', ---- X m ~--j--lS====I [\i r AJi;V I " [\_ s~ l\'f i.:;;_.....;;.11,1 i........iw -' - ' I 46'-0" --t ------111------IIJ - 5'-0 ' I ! I I I ~ I I I I I I I I l;'1 +', l,\l 70 ' ' ") (J, -\ /J I II rn ' --, I "' I I I I I I 1-----------------------------'-.----,--,---------·----- LI) -I cl:) LI) I l I I I ' I IC! 1_611 : I : I I I 4~~~~~~~~~~~=~~--~~~~~!L~.·~---~~~ -=-_i _J I I I I I I I L l J ... . ... t_ .. I I I .I __ / ---:c2;:=;l''-~O"" --/----,2=1c;-;-,_-::O""""----i'-'-----cc2=1-,,-0~" --,IL-~3~2~'--0-,"--~--3-2-'--0-" __ i, __ 21'--0-,,----"- / ------+-I ------------ j_ 0 0 12'-0" © 8 IC -, G VN O' 16' 32 DATE PLOTTED: b/11/2001 6LJ I DWG FILE NO. FP-12.dHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012 .1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- OFFICE LEVEL 12 SHEET NO. COPYRIGHT 2007 TISCARENO ASSOCIATES PS I .. --- ---. --.s.~~ -·-~~-"-.:, __ .' --"'·J~·-·-· . ,-----I + ------------------------------~~-~~ I /', ·/ "' j "'- I "' "' --......_ ,c:) A.VIS A.VE.-S I ~-~ I I --":-:::-- ·---~ I I ----~-~ I --~ ... ~ ~ I I I ------. --. I I / ·--..--....._ ---- / I -...... --- ---------t0f -= i-~~ ~-=i:=~•1 I 1 '=""""==:!a:;;;::::;;:;= -----,_ --"i ====================~ii"'======='======;-li==:=I'== __ = _=_=_=-s~-~=-==_= _= I --~ l i I I = I I I I --I -- ,r;:i I I I -+---=6+--1-1 1 •---ll--iC+-!------~ -: ~i-1----__________ .1 ~ ----t --------1\-fl------'-:------lr---- " 111 I I rn , 1 ~ I I I I I I I I \I I I I I I 11 r-----....-----...._1 I ! ®---------'k',.--+11---11--·~--Ill ----,----~ ~J' rbi -~ '\di IX· -"-/ I -f------,-------~I!::=;\---: I --111-011 A I ill L, I )'-0;: :-· -~ ~Ix"-'---x/ "! ~ b·-~ : I ©- - I C) rn I i l.c-,==::: ~ I I_03B( 1,,l-~---11===---==1 : I --c-------'6=0,c_'_:_-41.T' ____ _______. V ci ±=-:: I I 9 r;-1 I T I I A ~ I G -~ ------t-----;:q.6~' -~0~" ------+, --I ~ ~I \ I 1----ll--....,ll. i.:;.c_. A_, -~r C,f,' :_ --~-· ....,[\ -II' II JANITOR~ , I I I I I I : I I : I l -,{--r------t ---t --------+-+-------t ------t---------·~r.===--i : ------------,------1----1-------·-I -. I -: . !:'.r;:i -! -I Ii' II ,I 1 = I I I; i i 1 'r--------- I ~ I I I~ I II : I I ~ ' I I (' I I : : : I 111 : I --®=l_J~~~1==·=~~===~=·=·~~~~~1~~~=~~l~~~~~E~:~-~-~-~~~~-ii ___ iJ 1-f---. 11 1ql '-6" --;r_ --------;_. : J : --·c--··--I--·-~-· ----r--· ,---__ .J_ , -21'.:.0" -21'-0" -/'-21'-0" -~ ---32'-0" --}---32'-0" -/---21'-0_" _J ~I ----+-------+----~:1=2,--c-Oc-c-" ------+-----~1 ----} (4_) (0 ( 0 (r) (s) 0) @ -PAR<INS B'::LOH O' 10' 32 DATE PLOTTED: 6/11/2001 lf1 _p,. CJ; 7J CJ lfl --j 70 \ 11 rn --1 64' DWG FILE NO. FP-11.dHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER -- PROJECT NO. 7012 .1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- OFFICE LEVEL 11 SHEET NO. °'""fl A 1 8 o,ff'tft1Yrp -:JUN l fli,;"'1'·1.t//"1 It, .. • 2 2rJ01 OF 'l:Cf1i,lil) COPYRIGHT 2007 TISCARENO ASSOCIATES PS + I ·~-! I I I I I I uAVIS !\VJ-.=. S / I I ------------~-.. · __ -, -·--::rr=====.=:::::::::::;:::;_;;:;;!;,_ ;cc;;;;_ '="'="'""" =========---=-=-===""==w============i==.=.= .. ===.=_ ==_ ==-=i====i====================-==-.~==========""==='iil" -. . --: l ®---_ - CJ - N '1-, CJ r- 1 _, Lfi T '1-rn I I 111 - 1 1 I I I \Q - 1 1 ;:, ~ 1-,,i -I I I CJ IY I I Ill I I I I I I I I I I ~ I I I ~-I•---- 13=1 =-'E=I ti ill I , 11 ('\ ' ~ 1_01 -'-, +--J;: , I ---r;-J LO=JBY ' z _60'-4" -~ 'A -- J/\NITOR t . • t--+--t- I m I () C) :i: -~ -1---- I --- --a------ '-0 46'-0" -t I I I I I I I ----1---1 F'ARKIN6 BELOH /~ / c_ I '¢7 I I: -I ---·-----·---,... . ---~--·---· i - I - N 'tj- Lrl I : I : I I: I --------~-----~~--~J~~~~L~-~--~-~~~--~-~-~-~-~J~_iJ I ~ , . 2 /1-0 11 , 21'-0" ' 21'-0" -----"-------/ I 12'-0" 0 ':7 0 32'-0" 32'-0" 21'-0" --------/ @ I I I ~--,J ~- 0 16 32' DATE PLOTTED: b/11/2001 -l's. \Jl 7J CJ U1 _.j XJ rn I I I -I 6~' DWG FILE NO. FP-10.dHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436. 6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECTNO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- OFFICE LEVEL 10 SHEET NO. A-1 OF COPYRIGHT 2007 TISCARENO ASSOCIATES PS I -+ ' 1 I "" I ""' "--- -/ "---"--- " ~ / ~-' / I -~~ ----- !----I.JAVIS AVE. S / , I l-:i" ~ ---I I ·-------~.-:-c~,-=::::;-c~,=1,==u=:======:.11~~='::::::::::::1_~. --;.i::=··=-·=····=--='1-~r--·· -114: 'f-~--·-~~:-----r---- Ill I ~ I I I --Tl : I @ ' I -" ' ' C) C C -C) ,. I I I' --']-C) m I'(') "1-' I'(') -- © --' --- ' --- C -- I - ('\j T ' _____ @--=-' ' ' ' --- I I I 1---J--FAR<IN6 BEi_OH : : I ~ I -- 11 I t---------------------1-tt----___ --~-------+---+---..-A~~:2~--1..\ 111 I I I I I I I I I I I I ~ ~ ~ nt-.) ~µ,~--t· X ;~_;" X ~kl~----------,I-------IJl.!,=1-- C) m mt-- --,------ 60'-4 .. --~ z X LOBBY X 1--\-' -1==-c··=i==I m ,t-------c--·-- I -~~'-,-,-------.. ,_ .. JAN°0R ~ I I I i -t--------t I I I -... ---" - I I ' I • l • L __ I ---•-- l 21'-0" 21'-0" I' 21'-0" /.) 6,) 1V A I t -- C I ~ "-- L{) I - C\) L{) Ill I ' Ht6 , -----· 12'-0" 1 r I " ,, I\ 'f --~--- I ---t - I I . .. i~ 32'-0" 7 32'-0" p j '?'-0 46'-0" ----I I I I I I I I -T - -· .... i ' --! 21'-0" 0 ... I I I I I I I I' I I jj I 10 - I I I I I I I I -:::.::_ -_J I I I I ___ ,J -- O' DATE PLOTTED: b/11/2001 u, n C\l 70 CJ lJ1 -j 70 m rn -j DWG FILE NO. FP-Cl.dHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECTNO. 7012.i DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- OFFICE LEVEL 9 SHEET NO. + I /"--. I I "' "' -··· -·· "' I " " I '--- I I -------~ -1--~.=::t.:::n===='li"I 1 ~-:::::!:::::::::/-----="""-"'="-.==============:::::::::::::! -f---4 . --~ ~--------- - I N 'st C) - -C) r1 I I C) LI\ 'st !Dr -st ~' 111 I '-? I I II ~ I I I I i I I I ' I I I I I, I ~ 60'-4 ~--~ _ANITOR ©--J --"k-+--11-t ----i -,-----r --·--+ 21'-0" 21'-0" 21'-0" ------------ < 4) LOOOY 32'-0" ---. I - rn r rn (1 r1 r 0 Cl = --t - 46'-0" --,-t--- 32'-0" 21'-0" @ --Tl '-0 t~ I I 1 I 1 I ! I I . i Ii I I I I I I 10) : I '-'f---·------1f----+-F'ARK!N6 BELOh I I I ~ I I I I I I I I 1- 1 I ·'-- O' IS' 32 DATE PLOTTED: 6/11/2001 ~ UJ ;U C) \J'i ___j 7J rrr I I I --1 6L' DWG FILE NO. FP-8.ciHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE Of ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- OFFICE LEVEL 8 SHEET NO. OF COPYRIGHT 2007 TISCARENO ASSOCI ES PS ~-------+---(-_ ____ ----- <B>--- C C) - I - C) [f) - - I~ I I 111 I I I I I I I I I I .._, ! --f--------'-c------f I---,, ' I C C C) r--I I I -'T lfi 'T m - I . I ~ -r i [)A'VIS-AVE=. S --------1--------+-e-------(-_--------- 60'-4' I -----f- "'I I' ~ I ___.__----1-l-• f ""--, ,,/--+>--"-. / I .J _ -------- 1 '-J 117 -~ A 11·-o" A P1 ---~ ~ X X ~ -~ =2 LOBBY l+,...-,....f=-=t-_ Ill I I '\_~ 'Air/ I h A ~ I\~ a.;..._,,;.,., --w JA~ TOR'\ I - +--~-~ -+------ C I 46' O" I ! • --:1 ,L__ __ , 8'-0 T :---1 FAR<INS BE_Or, ri, +---------1-----+--~ I I I ~ I I I I I . ~r,:::=!1--i --~- '.fi +'- 'v\J 7D CJ (J) ' I 7J 111 ~ ' ' TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER _---· ------- PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. ----------------------1-------!_I ---! ---,<:J '1 --------------~--------~---~--------~--~-----------------------------------------.-----·-----c_ -,--c-------------~----------. + - I - 01 'T I '-.._ lfi I 11:) llfi ' 11 I !1 'I I ' I I I I I I I I I I I L : l 11 j -------_@--=--'f.·=:'ls·~=t~l~~~~~~;;;;;;;;;;;;;;;;;;;;;~;;;;:::;;;;;;;;;;;;;;;;;;;;~~~I;;;;,~;;;;;;;;;;;;;;;;;;;;~~,;::;;;;;;;;;;;;~;;;;;;;~• ~~;;;;;;;;;;~=dl~~~~~-~~I ---I _j ·--c-------I ----------t------~-=-1=~~ i 1 - I I CJ, :)'-6" ------------·-!-- , , ,L__ __ 0 ---------•-_.;_ -,--i I. , 32'-0" , ---/'------c2=1c--,_-:=O"" ---:,-;<-,·----=21=,_-o=,,,---------,,'-----~~~---¥---21'-0" , I l 0 \ 12'-0" -, B I -•---~ ____ ,J -- , I, 32'-0" , 21'-0" ' 'I, ~ !10 ()' 16' 32' 64' DATE PLOTTED: 6/11/2007 DWG FILE NO. FP-1.dNg SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- OFFICE LEVEL 7 SHEET NO. A-"kl:8'/NrP1A ... FIENfo!,JWIVG OF JUN .f 2 2007 . COPYRIGHT 2007 TISCARE -0TES PS I _.,, F'ARI< ',S 6AP.A61::: - ROOF PARA""[ T I I rr==================================~~' ~' ~I ~~~ ~ --I 11 i \' __ :'/ --------- • - 2:: [f) 1 T ! I I T 111 rn I I I 01 ----+------_,, __ ---+------T_ I ' ~ C- ' I - I I ' i --- I C-I 11 ! -~ -' ' ----+- I I ' ' I I __ __J_ _ __L I I '--~§--~ --~ -.-- L......._ --- ' ' -I-C-1--'--1--l--l •----1-\j nJ Ji X --X - ::,: \ 11'-0" m ' () I I I X X m -J :r z (1 _r_-~_--:-:--_-m LOOOY z i --a rn ---- I ·~ I ,- ~ (\ Cl c,r. :r -----~~ I ~ I i 111 --a ---r ~ ,- I I -I "'2.00F --TOP () l[) 'I' G:<.EE;,.i SPACE [f) ~ ID -- --~60'-4" JA'-JITOR ~ ' 1 I I I I -------------------------------- DA-\/1-S /\\/:=_-: S ----------- ~-- ~ ~- r --- ' - - ----------L---'-PARKl~6 BE .OH - ------4t---++-----------+-----J--r\ ---~ • Ill -----, 40'-0" -1--C'ce'__.:,£__ __ ---+i--lJe I - ' I I I I LLL-LL--~- t --f I I -11!1 ----~ ----t------111111--, -<-l---l--+-1--l---!--'-'{c",__-1=!=1-i:ti=:!=ltU-lL -f-+-+++--1~/ f-1-----1-f-1----__j_ + I I ' -- ' Ir I -- ' --I , , ' I'-- 4 --I I , ,, 21'-0" , 21'-0" ' 21'-0" I ! ------- I 0 0 --111 I I I !~ ,_ -..... I I I I I - I 1 I, j I I ' ! ' ------~ - , , , , , 32 1~0 11 I 32'-0" , 21'-0" , I I, , 112'-0" 0) I --' I @ 10 8 O' lb' DATE PLOTTED: 6/11/2001 DWG FILE NO. FP-6.dwg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. ------ SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- OFFICE LEVEL 6 SHEET NO. OF COPYRIGHT 2007 TISCARENO ASSOCIATES PS .--- ®-- = Cl - I - Cl rn 0 l = Cl _, I Lf)1 ,;J-; - (~ I - I \\) ~t _____ _ T • 1.3'-:2' 18'-0" ,. ' G 0 0 ' C C G 0 c ~ ~ Q 0 c ~ ~ 0 0 c 0 < C 24'-0' L 0 _----,, 0 ~1E , " L G 0 0 " T G 0 J ~ G ,, b _, 0 () t ' I ' _, 11'-0" ,TT'. a 1 ----~------l ' _, b'-0' CLJ 1 TY;_ 1-',-----+-----l • I 0 I I ('-- ------''-... I "" I I I I "" "" "--I ~~ ------,~-e--------j_ __ }_ DAVIS AV, . c~ --------=--=--=-•I- -------+---1~ 11'-·0·' 11 25'-2 "5/B" 18'-0' 's--+-' -----H T u: "' /:: 's--+------H I I I I ------1 -I I I I 21'-0ii -----,-- 4 C 0/ ,J/() -,,-~--2~1~'--0~" 6 B'-4" f TYP. >( ---+-- 21'-0" -;<--~3~2'--o,,··- 306'-0" @ 32'-0" © ,cJ.:. --,----·~ /-6' ,f TYP. ,' b _, ,-,- 1[ ~ I ~ > ~ --=--_--1111--~ 21'-0" 11'-0" 21'-0" --•--- t • I 12 11'-6" O' 16' ' ' ;U c-1 ' I I rn I 3.2' DATE PLOTTED: 6/11/2001 ---.------~------~ -.--,,-- 64 DWG FILE NO. FP-park5.dHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER --·------.---··:.-. -·--------------- --- PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. -------. ---c--. ---------· -- SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- PARKING LEVEL 5 SHEET NO. A-1 TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER I .. --=-----.------- I I I I [)AVIS AV[--_= S --. --· ·.----=-~----~---------:;:7,·•--------------------·--_--~ ~ ·t -----. . --.. ---- PROJECT NO. 7012, 1 _j I I I I ATRIUM I --------t-----,--t---j-----1-f-i-------+G ------"c-+--[ --1--i;I ·[R f ~ @--- - C) - C) I L[i 'T - I - N 'T - N I - '-'J 3'-2" t H--+-----=-r ~f ~ 3 G < ~ :A'O' :? I ,1, () ' G rn b _, ' " I 8'-0' 8'-4" '( _!:!'~-·( <_,!,.. "' /00 ---1 b _, . "-:t. ;t 'o, '" <, ~,, "' ,,. -,._ oc b, ,· " bo --~ ... /'.._5% ---- 2-'3'-0" 1--1_ -~23~'-0~"- T n -o" ~ ?.5'-2 5/8' ~~~~_..;~"_L_d_"_L__d_X:::::.:.....,..=:::r::t j, I' C) I I I -•11!11---" •---N------ -' rn rn ---------1 -- ---- •~~ _ _ _1 ;,~·-' I L_ l'JVdV:0? l?'1d_VD_? .L0_Vc_h00 _l?V_dHO? l?VdV:0') J~O'.) J'.JV.;-VKY.J l'JVdNOcJ i- C 8 ~'----~I I 18'-()" ""1-----------l Ti IL "" I 1'---1------1 I I • I I I ~-- 1 I I I I I -1 I I I I I j __ _ {"-IF: ===--=---=-===all--J • i 9 t ~L====::!:=:==:!:=:=::'====,==~~==:=:!:::=t===Ff=~~~~~~~1=4=~~L:::UJt~~==:dJ - 18'-0" G)'II 36'-0" Z,'-0" 21'-0" 21'-0" 21'-0" 21'-0" -32'--0" 32'-0" 21'-0" 11'-0" 21'-0" -/ 11'-6'' C 306'-0" ' -~ ~ ( I 0 3 L 5 <iJ (2) f; q 10 0 @ BUILDING Af30VE: ---~--' ---.-~ --~ ---~ ------. '-""' -- U' 16 ~JI I JJ m rn ' ' 32 DATE PLOTTED: 6/11/2001 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. -~--~..,,_ -""'-----------. ---------·--- 64 DWG FILE NO.FP-park4.ciHg SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- PARKING LEVEL 4 SHEET NO. A-~EL1 MENT~ING cfft OF RENTON OF JU~_ I 2 2007 COPYRIGHT 2007 TISCA s!~ffi~ES PS ------------ I + I I I I I ~ I ""--~ I ""-~ I ~ ----0---,_______,,._____t :;. s,, ~~~~~======-~~~~~~=====i~~=r==~====i~l- 1 C C} - I - C) rn ©---- 0 ' L 0 0 ' 0 < C L 0 0 c G < " t 0 I . --~------j--------- ~ m '1 " -------- 23-:::>'' ,'0 6,, < c1"' G 23'-0" I I ~ ~ ;- ~ _, ,o ,fj "' ~r "-~ -----l I I I I I • c]. I -,~ ~ ,--~-------- 13'-2" C C) I - L[\ 'T '1.-t - "' I : 0 ;I ' s 0 < C 24'-0' L 0 c -r < s;:, 1L i\_ I r= s ~ ~ C L 0 0 c 0 < C ' 0 0 " ¥~---~-, C ' 8 : I I -'} ' ' 1"1'-0" ~ -, Co z I a ' ' ::! ~ ' ,/ cf' cf' -', ;,fi' &"' ;6 d· '/ {' - I- 4.5% -----1 - J'.)VdhO'.::> .10,fdNC'J .l'JVdf'.O'J C7VdHC? ----- G -' 9 25'·2 :018" '? ~ ·[8 r-> 0 -, 8'-0" I I I I I I l I I I I I I t -_---1tt--:_j --• I -C..: r_~ ~ +18 '-0-" 1=:}===================t==:::::::::!,=======r========l==l==l==~=:::::==*==:::!:::===:!:=:::!:i!==::!===::!::=~=i:::=::::::!===::!:=:!:i:!:====:!:=:::!:::==::!::::=~===:!:=::::!:::===:!===:::;!J -- ' 36'-0" 21'-0" 21'-0" 21'-0" 21'-0" ·21'-0" 32'-0" 32'-0" 21'-0" 11'-0" 21'-0" I 306'-0" ----+------------- 0) 2 3 6 I (10 11 12 11'-6" -~t --~ ----------------------------- O' I&' DATE PLOTTED: 6/11/2001 '.j'! -I ;U rn ' rr __j ' 32' ----------,----_ - DWG FILE NO. FP-park3.dHq TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECTNO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- PARKING LEVEL 3 SHEET NO. A 1 f7\vcLOPMfiNT -U orrvoF ReZt~ 'NG JU~ 1 2 2007 OF L--------ll.1:.1..1,;i,.v,:,o COPYRIGHT 2007 TISCARENO ASSOCIATES PS I + _JJ__ -L---~~, ~~~ .--------t-9 -C C) C) -I I - C) lfl rn 'sf (0--------~ I - '" I - 0 N " 0 < C C 8 " 'o, <, ''\-'"--, ", '¥.., v" ';, ~""J s 00 0 < C L n 0 " 9 ' ., " 0 '" C 8 " ,, < 13'-2" C 14-0' Gr ;13 i _, 0 ~ 0 ti ~ L 0 0 " 'N-+· -. ,l ,,o"",. •" d. 0-., ',t,, "' o: ' :!: ,, ". C ' ,, ,_ J) :1._1' ' if 4' o' ,0 a' ii """ ,ii ,r ,ii / ,, ,n f ,. ,n ~ c_ L 8 P==== -------~ ~ rn ~ ·-· ---•) H----t------"i'} ------------------- ,_ ~ b _, ' 0 4.5% ~ , l:>-0 1 , , 8'-4" 8 ·1 1 · __TJ'c'._ :J --------fl--111-----C. L'J';'c;HO'.!-.L'Nd-rl " _:_• -_,, a _, C 18'-0" 21'-0" (1) -t- 21'-0" 4 I 'c;,~ -;c;,, {1' ,l 21'-0" ------··~ -·---·. --- [J AV l ~-:i AVE. S I I ----.-1, , I I •-- I -i ·=~~~~~~~~~~~~~~~n,-j," cl V, I cl. ' 'o,c I I o' c' i' i1 1' j, ,n d'; j, " "'ii ,~ ,, Ir &' ' ,, ,, ,/,? ,i -,'.j,J, n' ,. ,, ' , ,n ' ' ' ' ' I I -----1- ' ----- 4 S9i', I_ 21'-0" 21'-0" 32'-0" I I -~~~~~~~---- 306'-o" ® 6 G 8 \ ,,' ' o' ii I ~ ~ '\1-----+- 0 ' u, --lli==-=--==iil-~ Z -2 :J/8' IB-0" ·1'0' ____ 1 ~ ,;---,---------,,-------11 I I I I i) ,, {' "1'-6" ,f-' -{ b _, N N _, '" '" 19 i;.... ,- I I ~ I I I I I I -~ ' t •-- 1 ·---i 32'-0" ----)!~-~~~---+~~~------,,~-=~~---)/ 21'-0" 11'-0" 21'--0" 11'-6" 10 ® 12 ()' 16' -. ·i-- lj', -j 70 m I I I -----j 32' DATE PLOTTED: 6/11/2001 DWG FILE NO. FP-park2.dwg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE Of ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012.1 ----I DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- PARKING LEVEL 2 SHEET NO. OF COPYRIGHT 2007 TISCARENO ASSOCIATES PS ® ©--- @------- "'FE: 101 6" q.....lL_J t COMPACT COMPAC- VAS AGCfS'c>IBLE .. ANDSCAPl'IG ~ ~ tt,, ·~ f=, VAS VAS VNI AG·:'.'.ESSIBLE AGCES61ElUC AGCESSlrU: 4 I I" - I I --/ I ,..... - '; I I I I I _J _J_ I I I I I I I l_-'-F-fE-, 1-05'-D'-,--~-. I_ ---++---' --- DO/'IN _1 _ - ffE, '1b-~ DRO::::i OFF BICYSLE s--o~Asc: ~ ~ 1-------. /\TRli,Jv/ /'IATIN6 ARE:A SERVICES © LUBB~ ScRVIC.cS D D I Fff:, 1B' -II" ~ CCM='ACT COMPAC-corr~ACT COMPACT 8 DAVl"::'J AVf. S ,--- --c,i LA"PSCA ~ '"G OFFICE I ·--------• I 1 _INE OF MEZZA\.hjAE:lOVE ------I--? I I I I , .oA 7 NG rx}c< ~ ff-[, 102'-0' i ___ }: ____ - C " -xAS~/.:ZEc vcl_ABLE/ SI O::ZASECOD':: REQ, 6 P':::R 1000 SF NE- FLOOR A'<.EA=-1,ICJO 5;= I RE(.>1'[) I PROVIDED: 1,125 5::: • @ I I I I I I I I I -------t f---- _ .. 1 0 I I I I r ------ 1 I I I I F;Nl RY FF::, IOB'-0" ~ O' 16' 32' DATE PLOTIED: 6/11/2001 -1 U1 +'- (jj 7J CJ e,n I I 70 rrr Ill -I ---------- 64' DWG FILE NO. FP-1.dHg TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. --L--.---------- SITE PLAN REVIEW SHEET TITLE FLOOR PLAN LOBBY LEVEL SHEET NO. OF COPYFIIGHT 2007 TISCARENO ASSOCIATES PS - () - I - () rn - () I u\ 't I I:::::=::::::::::~ J-~ J I I 1"1'-()' 24 0' ,, _, " D ' ~ t ~ k B'-~" I, ' TYP. ~ , D-4" 'I l"P 1 I ,.~~- ,,0;<1. d. ,o 'v., l';..., "1« ~ t ~' _, _,a ,-~" 4' t d fr' ,., ,· "'~ ' I "" I I I ·-~-------. ··--l-- I I --~- " ---- SJ;,, _,6 ·-., V J ' 00 4' ,cf' 00 1' ,ii t t ,, ,ii ~f ,;.'1....;, l' ,o ,, ,o ~ ' ~ '-- ~ ---. ~ --- "' "' "' "' '---._ '---._ -----..._ -----..._ -----..._ -----..._ I' cl' I !' lie(' cf' ,, ii > /" o--' o--' ,-' ,--' J J ~ - -------------- --- o ' i, on J1 d' t' ii j' ,., o" )' J ------ - ll cf' I' j' ,, o--' J y' ;,;,J"' I' , ,f " ' f l I I I 'I I ~~f 1_ 0 13'-0" <,, I I I I I ~ I I 1 " I ./· j-,o ," ,. ,o ' I 'o. ·\ 1--t ,O rn rn (0---------t-tf=====~B------:H==~=---~---l===+=~;==~=;=~_:~~~-~-=,----___:____:=~---=~~·~-:::;=-'-=----=--;=--=-:::;::--=--=-'~·~-=;:-:::_-___:__,__:_,----==~=:=~=~:,:--~-,~• -f- I 01 't 1------+-T t-----+t [ ,__ ___ L_I_ I I ,D'-1 3/D" 1 1 D \-----'k---'i.-----J-1-------+-ai J_'.JVc.-,'iO'::> - ~ I '-() 18'-0" ! \) 36 1-0 11 21'-0" 21'-0" 21'-0" +---------------1-----------t------------ (I_) 2 (3 21'-0" - J 6 , l'-b ,· l r·-'P. '; 1- 21'-0" )' I 32'-0" 32'-0" 21'-0" 11'-0" 306'-0" f:) \i t l I I 8 i ,------1(-' ---- I -8-;------l I ~ I -+-----1 ~ ~ _ _,__ 21'-0" 11'-6" --I fE 1\-20 O' 16' 32' 64' DATE PLOTTED: 6/11/2001 DWG FILE NO. FP-park-basement.dv<g TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECTNO. 7012.1 DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE FLOOR PLAN- BELOW GRADE PARKING SHEET ND. OF COPYRIGHT 2007 TISCARENO ASSOCIATES PS -TOf:) or pr-.:01.THOUS-;:::: +200,-S, ~ OFF CE '2 ~ r238'--o' • 0 ' / ® 'l ---4:,c2"'''-l"'l "----~,IL-------------/ . 45'-0" -;,- I ' ' ' ; . : . ' ' ' ' : .. ' ' . ' ' .. . . ' · . . ; : .· -_-.-_._.-..... ,,,., .. 1.-----_._._.. ,.,., ....... -_-_-_-_-.-_-_-.... .......... . ..... . ···-··· ... ·::::::::: ..... . !":-:;:::::-::":':::: . : ....... · .. : ::i:: .... ''' __ -_ . ,. . .---.-.·. ·-··· ._ . .,.. . .......... -_-_-_-_·····-·····-.-.-.-.-: ·:·::·:··· ··-···· .. . '· .. .-. ·-· ..... · .. -_ : -_ .. .-._.:-:::-:--:.:-.:-: .... ' .,.,; ., .: ... . I • ' •• 42'-11" -------------- . ...... . p I ___ l--------MEGHA'i GAL SGRl:"I""IN6 H/ MfcTA'.. PA1'H S :JING _._._. __ _-_-__ ._._.._. _ _._._._._._-.--:::-::--:-::-:-:-.............. .-.-.:. .·::.·: --···· ,......... ... ·-·· · .. ,, i---~-f-ORI ZONT AL BOX R.113 METAL PANEL SIDING _··.. ..-.. . '' ., ,, .... -:/::::_:·:'._'_:_: . o~F IGE I , +224'-l'-' ~:11 ... ~L~~JccLJ~~l.~I 1~;'1--1 I ~I ~LI~ C~I ~~i 1 ·.i___1 .LI ~__LLJ__J. ~-------VISION SLASS . . ,I~ ·~e-_c_'-' OFFIGE 10-' +211'-2 OFF c= 1-' +.CJ ! -GJ'' Oh"IG= 8 -18/, -4"-' ::,ARKING 5,.. +148'-6" u PARKi:'\G 4" +130: '-6 II PARKING ::5-' +130'-6" PARKIN6 2 (l'J +121 1-6 11 r '" z I := C- [l/ w 0 I I I., · · 1--1'----I I I ' I I , _ ____bc$-1rcc-~r==41• ~~== C"C ~ 'i I EXIT---1+ I 2 E'NC_OSURE ,~ !~"'f 1 __ -----1---- !_0':JE:JY I EVEI (l'J rl0.3' 6' ISOUTH ELI:::VATION -: -, I • • 1 · I I , I I . l I ' . ' --'· ------ 1 · I 111 I I - r---·•·· • I II ··.: ·· .. ·.·:.;:;,·-.-:.1 .··.::·::·:::.·::·::.::::,:::.:::.::-:.J ...-,---.....-,--- I-....... . .... . , - ' : ---- ------ O' 16' 32' 64' DATE PLOTTED: DWG FILE NO. TISCARENO ASSOCIATES ARCHITECTURE & URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 420 Seattle, WA 98101 T: 206.325.3356 F: 206.436.6949 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT VALLEY CENTER PROJECT NO. DATE JUNE 11, 2007 DRAWN BY GW/SR PRINCIPAL IN CHARGE BT/ JC REVISIONS NO. DATE DAVIS STREET ASSOCIATES, LLC. SITE PLAN REVIEW SHEET TITLE SOUTH BUILDING ELEVATION SHEET NO. COPYRIGHT 2007 TISCARENO Af>8toc1ATEs PS " 0 0 Q) N -" C Q) 3'= C ::, 0 , C "' 0 "' " ~ w c::: VJ I m 0 2 > / 0 0 <>: u .-:::: ·,; u / -cl- "' 0 " 0 / .:.i N20'08' 4D"E LC=l 64.54' R=250.D0' L=167.66' Tan=87.12' £1=38'25'29" DRIVEWAY EASEMENT AFN 8510010624 N37'51 '27"E LC=14.39' R=275.00' L=l 4.39' Tan= 7.20' 6=2"59'56" CONNE6f'~6:rcu:::u:; EXIST CB IE=96.25 (8"S) ,.·~ IE=95.92 (12"N) -r~ri---+-~• ····· ii CONNECT· fOOTfNG .. ,:;:; l, . DRAIN TO ;-•• STORMDRAIN PIPE -e-~---,,,~ AREA DRAIN CONNECT TO EXIST CEi FOOTING DRAIN SUMP 1 PUMP BELOW SLAB-cw-,+-• -'"'--t----...-."··r·-..:,w ~. DOWNSPOUT POINT •~ • OF CONNECTION /fl; :IJl I IE= 9 7. 50 ----;r'".+-. -+---,ii'-+-----. /z ! N19"38' 32"E LC=158.19' R=275.00' L=160.46' Tan=82.59' £1=33"25'54" --..:. S75·09•3......_ ; 6''[ VALLEY CENTER WILL REACH AN AGREEMENT WITH THE OWNER OF \ THIS TREE BEFORE . CONSTRUCTION BEGINS / 107.50' .. , . . N89"01 '58"W ............... -~-,. -! / / / i ·': / : .. ,;. LINE SW 1/4, NE 1/4 i ;---!1,------;·'c----,-----'"T-~----+-.l...--+----------~l-; . .·• i : ; i / j : ... i :----<'--1----: ......... , ... /·· ; . !, ·[ i .. ! : .. ·= .. i ; i . _, .. · ; ' .! GREEKJROOF.-·· ; . i w <D. D '0 (j) . :: LO O i . "' 0 • Z I (J) _J. , ill I t~., •••••M~VU,'M~,-,w,,,, fit L/ i ':- ROS LINE L1 L2 L3 L4 L5 L6 L7 LS L9 L 10 ........ , __ Lll 155' PROPERTY LINE LINE TABLE LINE TABLE BEARING LENGTH so1 ·41 ·oo"w 2.88' N88"35'25"W 7.05' ND1 "16'16"E 2.87' ND0'55'23"E 7.40' so1·23'47"w 34.56' soo·55'23"w 9.57' S89'04'D4"E 24.83' soo·59'15"w 11.60' ND0'59'16"E 12.02' N89'D1 '58"W 166.36' "N89"D1'58"W .... l65:06' · Surface Water Drainage Notes and Specifications 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 1. All construction shall be in accordance with the current Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 1. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from thi, City of Renton Public Works Department, Surface Water Utility Section. 1. A copy af these approved plans must be on the job site whenever construction is in progress. 1. Datum shall be NAVD 88 unless otherwise approved by the City of Renton f'ublic Works Department. Reference benchmark and elevations are as noted on the plans. 1. All sedimentation/erosion facilities must be in operation prior to clearing arid building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has pc1ssed. 1. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 1. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 1. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This ,,hall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pdvement and strudural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 1. Galvanized steel pipe and aluminized steel pipe for all drainage facilities sh<JII have asphalt treatment #1 or better inside and outside. 1. Structures shall not be permitted within 1 0 feet of the spring line of any Harm drainage pipe, or 15 feet from the top of any channel bank. 1. All catch basin grates shall be depressed 0. 10 feet below pavement level. 1. Open cut road crossings through existing public right of way will not be albwed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 1. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 -8 inch rock / 40 -70% passing; 2 -4 inch rock / 30 -40% passing; and less than 2 inch rock / 10 -20% passing. 1. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as-built. drawing of this drainage system will be submitted to the City upon completion. 1. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 1. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 1. Special drainage measures will be required if the project location is within the aquifer protection area (APA). 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 1. All limits of clearing and areas of vegetation preservation as prescribed on· the plan(s) shall be clearly flagged in the field and observed during construction. 1. All required sedimentation/erosion control facilities must be c-:>nstructed and in operation prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control syutems shall be the responsibility of the permitee. 1. 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 permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any\ new conditions that may be created by the activities and to provide _add_itional facilities, over ancj___9_99ve .m,.i_nimum requirEl_rri_en_ts,_ as __ rri.CJy t>.e..~ri~ec)ed., to protect adjacent properti_e~_,a_n_~ water quality of the receiving drainage system. " · · .,,, 1. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainqge design, size nor location of pipes, restrictors, channels, or retention facilities. 1. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that ore to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 1. In any area which has been stripped of vegetation and .where no further work is anticipated for a period 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. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 1. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3: 1 side slopes. 1. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spoils shall be located at all points of vehicular ingress and egress to the construction site. LEGEND I I l CEMENT CONCRETE DRIVEWAY PER CITY OF RENTON STD DETAIL CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE SIDEWALK DATA FOR CONCEPTUAL GRADING PLAN FOR SITE REVIEW: 43,000 CY OR APPROX. 88,150 TON SOIL TO BE REMOVED FROM THE SITE. DESTINATION OF SOIL TO BE REMOVED UNKNOWN AT THIS POINT. PROPERTY AREA = 55,375 SF WORK AREA = 55,375 SF oevaoPM C1TYOF . EXPIRES MAY 21, 2008 . ) LJ.J z a ..,. < "' a S' ~ • "' 00 0 N °' LJ.J < t:: z f-::, 0 "' z "' f- CCl "" u_j (!) L() '-0 0 ::::J z L() '-0 --, z I gj ~ Oil w V') • • • > < ';,' '.? z < 3: "1 "1 <( LJ.J I ,'-0'-0 "' ti: LJ.J a o "" ..J N N LJ.J u:: I= .. 0 z O-<{..:._jX 0 w w <( <( OJ U) I-LL. ___ ,, U) z 0 iii > w ll'. z <( _J Q_ 0:::: w I- <( s 2 0:::: 0 I- (J) l.') z 0 <( 0:::: l.') w U) I-I-z (J) w I-z 0 0 " 0 0 N 1 "=20' o· 20· 40' 60' JUN REC 0 0 ! 7{117 wsii "' .; "' c:, w z CALL BEFORE YOU DIG 1-800-424-5555 0 z I- 0 w ., 0 ll'. Q. a w z " iii w a a w z "' 31 0 o( w ll'. I a (J => 0 N z I;; w u I U) ~ w ~ a