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HomeMy WebLinkAboutLUA82-079 - Large FormatSTORMWATER DRAINAGE PLAN NOTES: 1. 2. 10. IT. 12. 3: 14. 15. 16. 17. 19, 20. Zi Zz. All construction shall be in accordance with City of Renton and APWA current speci fications. Datum shall be K.C.A.S. unless otherwise approved by City of Renton Department of Public Works. Al! disturbed areas shall be seeded or stabilized by City of Renton methods for prevention of on-site erosion after the completion of construction. Grass seeding will be done using an approved type hydro-seeder, or as otherwise approved by the City of Renton Department of Public Works. All pipes shal! be laid on a properly prepared foundation according to Washington State Spec. 7-02.3(1). This shall include necessary leveling of the trench bottan 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 sup- ported on a uniformly dense unyielding base. If the native material in the bottan of the trench meets the requirements for "Gravel Backfil| for Pipe Bedding," the first lift of pipe bedding may be omitted provided the material in the bottan of the trench is loosened, regraded and compacted to form a dense unyielding base. All drainage structures not on public right-of-ways shall have solid locking lids, unless otherwise approved by the Department of Public Works. Structures shall not be permitted within ten feet (10') of the spring line of any storm drainage pipe(s), or 15 feet from the top of any channel bank. All CMP pipe shall be 14-gauge and galvanized. The storm drainage system shall be constructed according to the approved plans which are on file in the Department of Public Works Central Records. Any deviation from the approved plans wil! require written approval from the proper agency, currently the City of Renton Department of Public Works. A copy of these approved plans must be on the job site whenever construction is in progress. Prior to any construction/development activity, the City of Renton Department of Public Works Inspection Section must be contacted for a pre-construction meeting. ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS THAT ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE EROSION/SEDIMENTATION CONTROL FACILITY OR UNLESS OTHERWISE APPROVED BY THE CITY. All catch basin grates shall be depressed 0.10 feet below pavement level. ; F All grate inlets shall have the required lettering "Outfal! to Stream, Dump No Pollutants" shown on them. All spot elevations shown on plan are to top of pavement. All "engineered fills" shall be compacted to 90% maximum density ASTM D-1557). All imported fil! material shall be bank run gravel, Class "B." The embankments shall be constructed In successive horizon tal layers not exceeding 8 inches in loose thickness which includes fill in culvert areas. The faces of cut and fill slopes shall be prepared and maintained to control against erosion. This control may consist of effective planting. The protection for the slopes shall be installed as soon as practicable and prior to calling for final approval. Where cut slopes are not subject to erosion due to the erosion-resistant character of the materials, such protection may be omitted. Detrimental amounts of organic material shal! not be permitted in fills. Except as permitted by the building official, no rock or similar irreducible material with a maximum dimension greater than 12 inches shall be buried or placed in fills. All imported material shal | be imported gravel, Class "B" bank run or better. All curbing to be six-inches (6") high extruded concrete curbing per detail. All existing utilities shown on these plans were obtained from avail- able public records. Contractor shal! be responsible for locating all utilities which may conflict with construction whether shown on these plans or not. Engineer does not warrant that all utilities have been shown. : All Type | and Type |! catch basins shall be standard Renton concrete C.B.'s or equivalent. Contractor to direct all yard drainage into paved road areas, yard drains or catch basins. Parking i Parking | 20 Silat i2* A | 12" | EROS: 2" COMPT. DEPTH; CL. B ASPH. CONC. | ene $22.0 Yo Seed es st — ae a Bai oe 4 x Ne 1/2” MIN. COMPT. DEPTH CRUSHED SURFACING 102 COURSE 2 1/2" MIN. COMPT. DEPTH CRUSHED SURFACING ASE COURSE NS Gare BASE CL. B MAY BE REQ'D. DEFENDING ON SOIL CONDITIONS Us SECTION C-C Z ABia : ag | TYPICAL ROADWAY SECTION PLAN oeNTS NTS wv ateea6" GENERAL NOTES CONCRETESECTIONA-A MINIMUM 2% DAY COMPRESSIVE STRENGTH=F C4000 PSI. JOINTS: OUMMY JOINTS SHALL BE PLACED NOT To Aone DESIGN IN ACCORDANCE W/ NO. 52562 "MINIMUM". REQUIREMENTSEXCEED15'C/C NOR LESS THAN 10'C/C FOR THIN SECTION PRECAST CONCRETE CONSTRUCTION. CONCRETE: CONCRETE SHALL BE. CLASS A (3/4) REQUIREMENT: rAIRENTRAINEDPORTLAND. CEMENT CONCRETE DEFORMED BARS IN ACCORDANCE W/ASTM. AGIB G5 GRADE 40 WELDED WIRE FABRIC IN ACCORDANCE WA8?-G6 € AI55-GA : PROCEDURES: ALL WORK SHALL BE IN ACCORDANCE DESIGN LOADS: WITH THE PLANS @ SPECIFICATION OR AASH - H-20ASDIRECTEDBYTHEENGINEER. Gal VANIZII ce ta 5 NIZINCA: HOT DIPPED GALVANIZED AFTER FABRICATION , CONFORMINGGUTTERstiTYPEsal . 10 SPECIFICATIONS ASTM ASO4, A335, A236, € AIZ3, ALTERNATE | : Note: | Driveway can be reduced to a thickness of,6 when a |O gage wire mesh 3 square pattern is used . Where dri ds 16'In width a 2" PLAIN OR REINFORCED ier 3 See TNT GALN ba peed lene hidisat; CONCRETE PIPE OR CMRP (1),"0" SHALL BE 24" oR along @. LESS. FOR LARGER VAl- Wiad delta oor - ( 2). IN NO CASE SHALL | THE OUTSIDE DIA. OFQTHEINLETPIPEEXCEEDaealo454 , DRAIN. REDDING OF INLET PIPE [ (3). @ OF INLET SHALL EXPANSION JOINT (TYP) Ey GniGloant Be ON RADIUS OF MAIN STORM ODRAI : SKCKFLL wT Kae MM PRETO SREACE © Genes CreVaTIONrCtig ee feCONCRETEORCOMPACTSol. : OTHERWISE SPECIFIED FROUNDEDGESOFé TO RELATIVE DENSITY CONCRETE PIPE BY THE ‘ENGINEER. REQUIRED BY SPECIFICATIONS.— OR R.C.P. (A). HEE! bis, GaauiS TOP OF CURB AT DRIVEWAY ELEVATION "S" SEE INTO THE EXISTING / ' STORM DRAIN SHALL BE! EXPANSION JOINT (TYP) NOTE (3). RIGHT . THE OUTSIDE iTHEOUTSIDEOWA. OF Extruded Curb Detail PLUS | INCH UNDISTURBED EARTH See ‘City Of Renton’ Stondard L VAR. var. f Detail For Depressed Driveway EXPANSION JOINT i Curb & Gutter - Type D sciotecaoks SLOPE FIELD- TAPPING OF yi | afar ‘ , | 1 CONCRETE PIPE SECTION A-A_ EXPANSION JOINT- ALTERNATE 2 EXPANSION JOINT (TYP.) GENERAL NOTES i: JOINTS JOINTS SHALL BE PLACED AS SHOWN OR AS DIRECTED BY rar eweineees RAILROAD Csanam CONCRETE CONCRETE SHALL BE CLASS A (3/4) AIR ENTRAINED PORTLAND CEMENT CONCRETE.(3 DAY Mix ) PROCEDURES ALL WORK SHALL BE IN ACCORDASULWPRKSHALL NCE WITH THE PLANS AND SPECIFICATIONS OR AS DIRECTED STD INDUSTRIAL & COMMERCIAL DRIVEWAY a RAILROAD 22 a 20— — CITY OF RENTON SITE PLAN REVIEWE AtHMIBITNO. ITEM NO. tt Z, fa) = = Q #8wrESEe = <= air wsoe3wsik [oa Ds Ss | = | one aNovoew t g ff) Qa tt) ey et ott r ua i : fl 0 34i sett fA bn il tn ts 0 tf] nd \ 4) arr Wi : " W 2 ny on) a ia ey ll ti fy aye) site [) il 2AAR9 oth ) i > tt) w Wl ai a rs g i XK 3) a CE | ) tI : yl a. iemiefFe pill un I 6 a 0 ye le lo 8 Jes t| = > WW ne Aidt j | jpvennnay Ul rh i 1 ah pot a Ue | Hi joo4eyit joel WI) agora Hi td le wi | i) ry U il t)) re ut : net ltl Y rh wae. 5 ie oo c ithAN 1 | i i | icine Barghausen Consulting Engineers Inc. iit CcLandPlonning, Survey & Engineering Specialists 425 So, 10th $1. Sulte 102- Kent, Wosh, 98032 - (206) 872-5522 rll . A ey | A Nh Qa n7w04~a4 4 x a3a qi we 4) rt ie H KS pee a es pe Ne me eee VICINITY MAP A POINT ON A 363.05 FOOT RADIUS CURVE CONCAVETOTHESOUTHEAST, A RADIAL AT SAID LEGAL DESCRIPTION THAT PORTIONOFTHE SW 1/4 OF SECTION 16, T 23 N, RSE, W.M., WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SW CORNER OF SAID SECTION 18; THENCE S 89 40° 18° & ALONG THE IN KING COUNTY, SOUTH LINE OF SAID SECTION 16, A DISTANCE OF 275.74 FEET TO THE SOUTHERLY PRO- JECTION OF THE WEST LINE OF A PARCEL DEEDED TO GEO. A. HORMELANDCOMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 7305240389; THENCE N 00 49'42°E ALONG SAID SOUTHERLY PROJECTION 40.00 FEET TO THE SW CORNER OF SAID PARCEL AND THE TRUE POINT OF BEGINNING, SAID POINT BEING ON THE NORTH MARGIN SW 7th STREET: THENCE COTINUING N 00 49'42" € ALONG THE WEST LINE OF SAID PARCEL 464.54 FEET TO POINT BEARING S 15 37°24° E; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DIS- TANCE OF 340.46 FEET; THENCE S 04 14°35" W 1541.88 FEET TO SAID NORTH MARGIN OF - SW 7th STREET; THENCE S 89 10°18" E ALOMG SAID NORTH MARGIN 259.60 FEET TO THE TRUE POINT ODF BEGINNING; ie AS SHOWN IN SHORT PLAT 37-77, CITY OF RENTON, RECORDED MARCH 24, 1977, UNDER RECORDINGNUMBER7703240654. SUBJECT TO THE FOLLOWING EASEMENTS: A.F. 5930700, FOR PIPELINES (UNLOCATABLE) NARRATIVE STATEMENT OF PROPOSED PROJECT THis PROHOSED FAN FoR THE 2,24 Actae SITE Wil CONSIST OF F WHICH 1% WiLLBE comipsctT 35% a =i id Wainy oF PANTING MATERIALS, APP eDxIMATT PSF, ALONG tHE KIbST PROPRZTY UNE 8 10 REMAIN LINI DEVELOPED, b TO BE ZETAINED, VEHICLE ACLEES 1S FROM SW. TH or AT THE EB. THE SITE, EXIGTING SIDEWALK & LANDYAVE BUFFER A MAIN. SITE STATISTICS SITE AREA + PAIAKING STALLS + PEIIMETER PLANTING * INTERIOR PLANTING * PAVED AREA: 41496 SE 2.74 ACES 164 TOTAL (166 STANDARD , 12 COMPACT ) 4 56445 9,5466.F OA! as eB NOTE SIGNIFICANT TREES UNDEVELOPED ATE . ON THE EXISTING ACS ia oe oe ; ae THERE ARE No | —1 a aE: PLANTING LEGEND DEScRIPTION DECIDUOUS LIQUIDAMEAS SWEET GUM ACE f2LIKZiLIM NegiTee dikes i} EVEQGREEN CONIFER @I- oor SPACINGAS SHOLIN) ‘ PINLA CONTORA (Home PINE) | BUGK HETAZORHYLLA (est Ba HEML Osi) LARGE sizes (20ll-ao! UT, 4-0'oc -$+0"0.c. SANING) COTON EASTHe PAINE! + ARBUTUS UNEbO Creesineieer al EDIUM siteuRs (ie!-24 UT ale tite EPACING) MAHONIA AQUIFOLIUM (OREGON arene » LIGUSTIUM JAPONICUM oa Helle ave ee 22\Vvet) | BEBAZIS VERIZLICULOSA ( WAIeTY BAREIaY’) Geo NocovVER (49068! 2"'Oc AROS: vid HEDERA HELIX (ENGLEH COTONEASTER CENGLE My) OD LALIN r teee (2'-zielcaL, or £6 SHOWN) ae rs po SANITY SENN MANHOLE 6) SITE LIGHTING @ | hi nee © ear ae / Pieriee EKa-2 ny / ON 20' post, q ES) / (OR APPEOVEP) _ =; > eo * ty i x ie 7 \ i af ree I + ZALo! wo jew! | 2q-0" Zabol Lo! | ela! 4 + eo pr ik aa { 1 19 | | 2 ae Pus +O ——_—_— a eee er era PAN EA p | \Z4 | | me ie Ae 5 Jgehsist eee oP - Oo 4 _ | Sey i eI: | ear ale =| = | B'S | ae Ee boa Lal | Lilt | tae Oo Cc G | ce ea ee 4PETROLEUMgfPIREUNE . Z254.60' | as paves Seats meee ap a a pee Sener Ese ee & GATE VALVE - hee f | ~NBa? OBWw - exsfING SIA ad hee WATEZ VAULT S Be TING LAND SGA 2m : Lil Lyll , 240 20-0) | prepay Mth il paeenanny I antler LANDSCAPE PLAN YALE Zo SITE PLAN CITY OF RENTON SITE PLAN REVIEWEXHIBITNO. 2 ITEM NO. i 4 5 ! Nd | Le £ ; UJ aed AefTH Haie +e 1985 \ i) \ a i nr anatem £ Byemiliiniee4ZONINGDEF? wh tyettil tl Disha ey an | til Jung il ayer i jiytla 1 oe i! m neste | ri is ptt iy ia Picea ll. pillMn il peseasees T Giges SEN 2 Syke & engl 8 SAN 2 wy, Q 2 0a E 6 4 Dy, ht Bi sf) S| wy 1G - |o Re) N Slso{65|s Mae: g a Nai F a 1S é y gl Sa: be is |e 1Bt0oey ss az < ne fa ieS m| (2 o} O1\Oe - a, | |S < - lli= <||8 2 ” Qe Q\livezSVa: z/|SPan = = w i oie eo Ww _ oFI|8 3 “” tee aise 1 fore: AT THE REQUEST OF THE OWNER, THE GRADING AND STORM DRAINAGE PLAN HAS BEEN PREPARED IN THEABSENCEOFABOUNDARYAND: TOPOGRAPHIC SURVEY. HORIZONTAL AND VERTICAL INFORMATION SHOWN IS BASED UPON SITE INSPECTION AND AVAILABLE PUBLIC BOUNDARY AND TOPOGRAPHY AND "AS-BUILT" RECORDSANDENGINEERDOESNOTWARRANTTHEMTOBE CORRECT. HORTZONTAL AND VERTICAL CONTROL SHALLBETHERESPONSIBILITYOFTHEOWNER. CONTOUR LINES HAVE NOT BEEN PROVIDED ON THIS DRAWING BASED UPON THE FACT THAT ALL OF ‘THE DEVELOPMENT ARFA IS BASICALLY FLAT WITH NO IT E C T RE G I S T E R E D ST A T E OF WA S H I N G T O N IDENTIFIED SIGNIFICANT TOPOGRAPHIC FEATURES. ee D, y ii at + ES i & a RGN 1 oO ; SW te iG ic B | ' + { yal zt += | s | 3 r] Et S| | ae 2 f |v al £ | ai 9 E u | r w | iy} i qj | aaa : <<) z { \ a val S| 2 t = M PS 5% é | Es #2 BR fee) ee pt 2 s 2 : - eee i | : Z [ee fi 3 g x a : a fait) = : 0} a i : VICINITY MAP N2 a a} SCALE |:200 / Res Fi o 2 fs ja Roetehpel : : COU 2 ( tls ; : ‘ SOX Ss. eS ¥ — XS 2nSCNACB #1, TYPE I N Q | YN N RIM = 19.60 ~ € BH3,TYPE 1 = iMGALDESCRIPTION : RY Ee eee RIM = 19.50 vine 4 LE we N =e T.E. = 16.10 aeTHATPORTIONOFTHESW4/4 OF SECTION 48, T 23 .N, A 5 E, W.M., IN KING COUNTY, ; % AA | ( AS FOLLOWS: a ape . aspeeeyaTTie €n Come OF SAID SECTION 18; THENCE S 89 10'{8° E: ALONG THE Ve NA é SOUTH LINE OF SAID SECTION 46, A DISTANCE OF 275.74 FEET TO THE SOUTHERLY PRO- S SS ' vv a JECTION OF THE WEST LINE OF A PARCEL DEEDED TO GEO. A. HORMEL AND COMPANY BY ‘1 ; DEED RECORDED UNDER KING COUNTY RECOROING NUMBER 7305240388; THENCE N 00 49°42°E . a NY FP ALONG SAID SOUTHERLY PROJECTION 40.00 FEET TO THE SW CORNER OF SAID PARCEL AND : << et eee WH) | Sly zi gBEGINNING, SAID POINT BEING ON THE NORTH MARGIN SW 7th STREET; NS WA DETAIL (TYP. ) ie jw 4 vee cee 00 49'42° € ALONG THE WEST LINE OF SAID PARCEL 464.54 FEET TO yr Sek : } mil’ is 0 A POINT ON A 363.06 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, A RADIAL AT SAID g |& |oPOINTBEARINGS1537°21° E; THENCE SOUTHWESTEALYALONGSAIDCURVEANARCDIS- ih lecTANCEOF340.46 FEET; THENCE S 04 14°35" W 154.88 FEET TO SAID NORTH paren ra 8H 7th STREET; THENCE S G9 10'48° E ALOWS SAID NORTH MARBIN 258.00 FEET TO q er) TRUE POINT ODF BEGINNING; . nyt Spal silosis: soe: toi iW AS SHOWN! IN SHORT PLAT 37-77, CITY OF RENTON, RECORDED MARC RECORDING NUNBER 7703240654. i si venSi | HT SUBJECT, TO. THE FOLLOWING EASEMENTS: Ae em : er, ey ae 4, i A.F. 8990700, FOR PIPELINES . (UNLOCAT. \ ‘ Z le 5 a a ta r r e d be ts NARRATIVE STATEMENT OF PROPOSED PROJECT he 2 FP Te oa O e bi n be r Er l e md e eZ at Gy th e LE Z 1) jynth( : ; Sy é an . w tilzaeeeeSTALLS < \gi + ie "n = OF WHENIh LL BE COME. bo% OF THE SITE iceBE LaNDscapeD WITH A \ : <0) aie nu = VARIETY OF PLANTIN MATERIALS APPROXIMATELY S2COSF OF THE SITE . yf NG! ES "4 Ou ALONG THE WEST PROPEZTY LING 1610 REMAIN UNDEVELOZED, WITH eA s ee y LSS z ie bee TO BE RETAINED, VEHICLE ACCESS |S FROM SWWi.1tHst AT THE SE. CORNER OF ' : y) ne THE ITZ, EXISTING SIDEWALK # LANDCARE EUFFE ALONG <4), TH ST. TO RE York il a - MAIN, ise a Joma | a we § oeNaifl20AYJoye ” OQ & 2" MOLNDNG 4 $ mi icd| |O Z ne Ss ‘ vai rn = 3 BSSITESTATISTIChetBie | a 2 i, me * YY J SUS BSN = | \] 1 — : = SITE AREA + A1A4%b SE 2,24 Actes \ ar aga’ (02 SOC! OIL/WATER SEPARATOR | - Uw x By i ee > Ne SSS a PER DETAIL, SHEET C—2 | | A =z ee Ca cree CES LOO DIC AE AS oe er |e g cee i“ 6 PECIMETE PANTING + 14,5644,2 ia a AS 3 : OG : + PIPELINE ae hy o (>) = INTERIOR PLANTING * 10,546 3.5 et ) poles) \ aa 7 = — = Lie ! fa) a PAVED AREA ‘ 64,354 S. FE. oy — heel naa ee ; te GATE Sere te pia al ees Ne aged q Fae So A amet UMass Nee re (er) ra P ; Y¥ o dle ae al Re i MWS Warez vault nt = E ® : nlf it — ES ny) Giese Ge tT = Ale y exist. 60" CONC. STORM @ S = 0.00033 FT/FT ag | r = QO. fe a BE qanndeo any 40-0" " Ni ic ih — : 6-—| | < tu eeYHilt5teapoetcearevaneajae ( Severe | UM | 1aaa = an \QCORE DRILL CONNECTION TO a LL fo) a = EXIST. 60" CONC. STORM PIPE I _ eeI.E. (60" CONC.) = 9.70 — ‘Oo & v . I.E. (NEW 12" CMB) = 11.70 (MATCH CENTERLINES) il (dp) mR Ww hvstlael / Jee Real: LAN meBarghausenLANDSCAPEPLANGRADINGAND_DRAINAGE P | aaa oe |e . o i VD ; Nor py US alConsultingEngineersInc. ine CITY OF RENTON Nt Te ooLandPlanning, Survey & Engineering Specialists SITE PLAN REVIEW B at 6625 So. 190th St, Suite 102-Kent, Wash, 98032- (206) 872-5522 E iT Sl il0. Heint SE Ty @ SA-019-3A PLANTING LEGEND a DecnLoUs STREET TeeE (2)- 24 GAL | SPACING AS SHOKIN) oa DOB LUELM tee Sse tees Gate EVERGREEN coniPe (6-1 ir| sracineAs SHOKN) Bie GereeoeLA ee Heminek) SYMBOL h 1 5 e F ” LARGE SHRUES (2pl'-ag" HT, 6-O'oLr -goloc, SING) is AeLia i hh Lt he i g s COON FASTER PAINNEARS ey S + ARRUTUS UNE TIALIBEIZIOY BLIBL ) MEDIUM sHieuRe (ie*24" HT alo" Oc. S2cING) MAHONIA AQUIFOLILM \ * LIGUSTIUM pe Ae, oe Rel ahs ee Z\VET) x + BEBEZIE VEAZLICULOSA (WAIZTY BAIzREIaZy’) GROLNDCOVE (4!'978 pee SPACING) HEDEA HELIX CENGLEH | y, Sa * COTONEAST EZ fate ie ay [Ss a] #20 LAWN 4 ‘st | Eda ke el é } + i E pee i 2 2 ee SS t AIRIACEN) : Peoreery | y q > : || Fane s i > ‘ 8 4 | a Ss & 4 k x £ RS 2 N€é k Seat Dtaeeeeeeee, A eee § Y; sce he i be ee Shetes ioe es | xe ee pss 44a Hee soepecee? es ae ie ues ue et = mi o VICINITY MAP| a LEGAL DESCRIPTION THAT PORTION OF THE SW 1/4 OF SECTION 16, T 23.N, ASE. W.M., IN KING COUNTY, ¢ WASHINGTON, DESCRIBED AS FOLLOWS: ; : z COMMENCING AT THE SW CORNER OF SAID SECTION 26, THENCES 89 10°18" E ALONG THE ae lg le te DISTANCE gig FEET TO THE SOUTHERLY PRO- mG JECTION OF THE WEST LINE OF A PARCEL DEEDED TO GEO. A. HORMEL AND COMPANY BY S . ead Se DEED RECOROED UNDER KING COUNTY RECORDING NUMBER 7305240389; THENCE N 00 49'42"E af J Bo" Zo" = Jigtoll 20-01 ZA-o wlol lly! aol zo! goo! iaholy ONS ) SOUTHERLY PROJECTION 40.00 FEET TO THE SW CORNER OF SAIO PARCEL AND > ee 57 ae bas 5 3 SN AA NO Se a =: THE TRUE POINT OF BEGINNING, SAID POINT BEING ON THE NORTH MARGIN SW 7th STREET; é —4 Bore ey ae CE COTINUING N00 49'42° € ALONG THE WEST LINE OF SAID PARCEL 464.54 FEET TO Ra ay POINT ON A 363.08 FOOT RADIUS CURVE CONCAVE To THE SOUTHEAST, A RADIAL AT SAID SS + BEARING & 45 37°21° E; THENCE SOUTHWESTERLYALONGSAIDCURVEANARC DIS- SVE ‘ TANCEOF 340.48 FEET; THENCE S 01 14'96" W 151.88 ' 8H 7th. STREET; THENCE 8 @9 10'48° fo meee 2 seams mat 90-77, CITYOFRENTON, RECORDED MARCH 24, 1077, UNDER < Bor, N23 tg oe D. o Lassies. ; : > ; : : = j He lap ale <6 ES erA.F. 8990700, POR PIPELINES (UMLOCATABLE) Sec | c —————_—_— sy . i H Se ‘ ee | Celine > vagy \ | al cn : ; ‘ Fes bint > é : bas ‘ NARRATIVE STATEMENT OF PROPOSED ‘ PROJECT . | 4 : IS PROKOSED FLAN FORTHE 2.24 Acize SITE WILL CONSIST OF 164 MARKING STALLS, cq 2 OW ‘ AC ASS h m4 &¢ + : > Be ; WHICH 11% WiLL BE COMPACT 26% OF THE SITE WILL BE LANDAcARAD WITH A \ Ne ; : Vd a NC we ieVARIENYOFPLANTINGMATERIALS, APPROXIMATELY 2500 5.7. OF THE SITE | oa <6 ate | ALONG THE LIST PeopezTY UNE 16 10 REMAIN UNDEVELOZED, WITH BieNNG ROLKSE Ss B15 i. TO BE RETBINED, VEHICLE ACCESS 1S FOOM SW. TH of AT THE SE. CORNER OF . S + ical EXISTING SIDEWALK § LANPXAE BLUFF ALONG <,\W, TH ST. 10 RE- | | aa om: sol | pa soft an ime SITE STATISTICS PAG ila | | (8estieicsoe | ‘ | | j | re : ' | 1 | j | | | | ‘ ae eS s | Ue er ch | eis Vee . = Soecual Sarice ae |G i SITE AREA + 41496 SE 2,24 ACRES loge Raa ate | | foes >) , | eae : \ : —— = za ? yo 4PARKINGSTALLS < (64 TOTAL (163 STANDARD, Zi OMIACT) ye Paty Sy ca RAR amen. a aa ee ae. | Crete a a a as ( PERIMETER PLANTING * 5,044 45 aS LNA aN sia aap i ete 7 a Pal Ne a ae a ij Biri : t) av ee : : : INTERIOR PLANTING + D414 3.2 } t ? + g PS, yA i ier a ( ig | 2 PAVED AREA: 6%, 419 SF Dats See \ 2A,ee | Tone met naresnnumntmeoeineenere csvis onsnriee + a | BKISTING SiXBWK ariesOK “Nea . Hi t TT 5, | sa TH a SANITAIAY SEW MANHOLE eyes eld LANDSCAPE PLAN SITE PLAN iTY OF RENTO? SALE (2D CITY OF RENTON Fo 5e Geis JUL 15 1888SITEPLANREVIEWEXUUBITNOoo ) : ITER NO. BUILDING / ZONING DEPT. oe : ne DEADUOUS STREETTae (2) -DANCAL|SPACINA 23 SHOKN) WACBe Blige a a Kiet CED RAE) EVERGREEN coNIFe2 (6'-1! HT! staciNeAS SHOMIN) UB conto (SHozeBoeincrey726 ie) HEMLOek) ae af ; Pa \ EN i Rox on ae " LARGE SHIeUES (ap) 26! HT, 6O'OL - gl o"Oc. SING) Cones COON BAST PARNEY! we get 5 + ARBUTUS UNEDO Coeauipeizior BLUSH) pe ' MEDIUM sifeuRee (ie'-24" HT alot oe PACING) if a DING — *MAHONIA AQUIROLIUM (GREGON Gizare, : EPA RES. f * LIGUSTIUM JAPONICUM sale ane em PZIVET) go | x + BERBERIS VEIAZLICULOSA (WARTY BABE’) as : ; SSNS] GRIUNDCOVER GRA ee ASPACING) 1 + - HEDEIZA HELIX My) ] bed | | AS : Na COMER ee Vooeaery be RD. : E eas al) OD LAWN a { agit S “2 eexi / 2h ws E | x i ‘ Ne : / a 3 bs / + gel é Jt a2 pouscen : ‘ : a banat . ey ° hee a ab ae 4 Ea es : . zr < ’ ¥ Ss £ val + ia “ ~ Se a r 1 y . a AP a x q ae ‘ f : Y i ¢ a | 7 cs oN RD ue aed VAS : es ants rai f ae Ss . ' po ACD1sSy * a a f f y, \ : * & Ss | A . x o Né ee . x . \ ee / 4 a ofS Bis = \ ' ae ea i | / : oN os ( n> . és R : pees eae | 2 = So j Ri nen: |e eee anh fee | ch 2. | ‘ nt 1 See Cai | <4 f ahs EUSeeasoncr veer Peed EE ee edie fs oie sil : ss “i rySPASae enaeti RS Wo | | VICINITY MAP| AN 02, . N03 a SCALE 1:20 as : ys | Nol ys r Ny : BS ‘a l fee t ~~ . a DP ut) < =5 = ¥ LEGAL DESCRIPTION. s\ Ws \ ah aE i a aS i SAG i & : : 4 . nea TWAT PORTION OF THE SW 4/4 OF SECTION 48, JT 23.N, ASE W.M., IN KING COUNTY, %% ’ \g COMMENCING AT THE SW CORNER OF SAID SECTION 16; THENCE S 89 10°18" E- ALONG THE % “S aSOUTHLINEOFSAIDSECTION48, A OISTANCE OF 275.74 FEET TO THE SOUTHERLY PRO- og SS ESTO he Nes Lite A panoel een 1o G0, A. Hore. AO COMPANY BY SS . : — DEED | “UNDER KING COUNTY RECORDING eo Ts Soe 90 449° <2"e F SY S< eh rot vol Lolo! is aio! — wo wel | all ON THE NORTH MARGIN SW 7th STREET: ~o : & \LOP LING OF SAID PARCEL 464.84 FEET To : to x 4s T ON A 363.06 F US Ch Ct Y tone aoe ee a ee pay «es ; Sr Se ‘ POINT BEARING S 15 ; Y ALONG SAIO CURVE AN ARC DIS- Nec won ——. AR oe WeTANCEOF340.48 FEET: THENCE S 01 14'96° W 151.68 FEET TO SAID NORTH MARGIN OF - BN Mes Ls VAs .¢ @M 7th STREET; THENCE 8 @9 10'18° E ALOWG SAID NORTH MARBIN 288.60 FEET TO THE ae AAS = G9 im WS is A AON TM SANT PLAT 37277, CITY OF RENTON RECORDED MARCH @4, 3977, UNDER | ~ <p S23 & ROING NUMBER 7703240654. ‘3 I \ O rey on i SUBJECT, TO THE FOLLONING EASEMENTS: o: : ¥ % alee A.F, 8890700, POR PIPELINES (UNLOCA TABLE) UNDEVELOPED : x Z a AREA FO? FUTILE = — Ke EXPANSION. S Nore: | aS NG TO VA A. a | ef os $3 Ker Bie , oe NARRATIVE STATEMENT OF PROPOSED 2 S # PROJECT ‘ . ! % : . ~ 2 ee ee ~ (A GS) s ES ES \ ie THIS PRCKOSED FLAN FORTHE 2.24 AcE SITE WILL CONSIST OF 4 RAKING STALLS, nee = ms aS sf: * ree f In OF WHICH 11% WiLL BE COMPACT. 2% OF THE SITE WILL BE LANDcAReD WITH A ' rae are \: — S or oe x _ i VARIETY OF PLANTING MATERIALS, APPROXIMATELY $600 4.7 OF THE SITE YON . <6 21s 8bpALONGTHEkiksrPRoPezTYLINE640REMAINLINDEVELOZED, WITH BXSTING POLINGE OM # we \ eI] ~< iE 70 BE RETAINED, VEHICLE ACCESS 15 F2OM STH ot AT THE SE. CORNER OF Se ‘ \¢ Pe See. NethSITE, EXISTING SIDEWALK # LANDYAZE BLFFE ALONG <.\W. TEL S71 ReE- 7 es: . Ss ao. os i © ; i ' ‘ ae ais 4 {tL pl Lol le a LAl L ttl ” oa gt Be eavic 28 3 +d, <— pre tat +r w S | Peed SITE STATISTICS ) 2 | Fee ano ea 6 eit oaeee fel ecleteleacle SITE AREA + AA%b SE 2,24 AcKES os | ieee PARKING STALLS « (4 TOTAL (163 STANOAZD, Zi OMIACT) Be. a Pa PERIMETER PLANTING 5,044 5.4 4 Ky INTERIOR PLANTING * 2,714 3.5 q S PAVED AREA: OF 419 6.2 on 25 oo ee: A ‘ NA A s * x MES rey aay Pisigt iS eee View F hog ico Po eee eee fasae eS me La es a ieee | a ae es eS oa aS GN te ee ae age ‘ NerDieNN BAITING sine fee ; ee a are . — = BRIBTING LANDSCAPE — Dy ce e [ 24bo! 20-0! | F S,|A),7] A SANITAIY SEW MANHOLE SiH he 1 ebay LANDSCAPE PLAN | = SITE PLAN ALE 72D ‘SCALE 1120 [ | CITY OF RENTONSITEPLANREVIEW iTY OF RENTON ECEIVE JUL 15 1986 BUILDING / ZONING DEPT.