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HomeMy WebLinkAboutLUA-87-015 - Large Format _ a E + 5] mn <a C F rn s |_ _ | sa a ~ a ti -_ 44 4 4 - 4 9 « =| be a ir i fe e C4 . . . pe g ie : dc = ou ; —_ lt be fp Lo d = ae o aS = qo — S\ = 5 a . ne be ad as — Ga e l {t a & nM 4 bl 5 eo a b e s =) we al om t— q ; 18 , . i< So re n ee t a 3 ae ZY he r fa e oS Be eS é | : F i a wt , s + - + —— = aa ye be ¥ fe i 4 ; - t ; RR oe t | 5 8 i ih : t é Ma i a it d & ‘ ct ~ t vi # a ® = | % si = we ) 2 a -— 4 — we = i = y, a OY 4 ; Ge d td i E a - j ee H _ — A y : = Z - . 4 ts J ra L | a y wi l | | oe ta e Se St pa B z i : — . ' - ~ e y d . oe S = & RRIGATION SCHEDULE : 5 8] a _ 7 ee 2 se =2 SYMEOU (TEM : M4ANOF, cata WZ NO. DESLIPTION | REMARKE: . —— Fs H . < > a | t\ | | g ° % OCB | LAWN /GHRLE HEAD | KANEIED (B0€ - 15K (EHEDE) GOPOI. ARIUET BARIVUS OR, NOZZLE POWN AS , Ve | } <== | | /_ | | | [PO2Z - iEX(LAWN) PER, INSTALL Pe DETAIL #/. (2° POP-UP IW) yn | X ) | (AINA) ARES =P - UP IN HIVES AZBAD ), | OMe SOE HEAD | LANBIRD [20% -|ZX% 20 Feo|. AID JUST BADIVS A2. NOZZLE DEWIN) AS %," ~) | | | RER . INSTALL PER. DETAIL #/. / w F | AB | SHRUE HEAD | MINTER FOP CPRKLUES 20 P|. ADVET RACIVS ‘NOZZLES Ass ER, ae o | INSTALL FER CETA #/ > | va a | AOE STRIP GRAY KAINEYIRD | B/SSOT BO PA, INSTALL FE CETA/L + |. EEAKES HEAD | ON 1\20e BLL. | y) | CONTROL VALVE LAINENLZD | EPO /EF ISO HASTIC CONTECL VALVE. INGTALL PER | | q | CETAIL 4Z, | | | —— | i) | CONTROLLER. LAINGED | €OM /Z I2 STATION / |ZO VAC. CONTEOLLEE. W ea OKARLE » 2 METAL CABINET, FECESTAL MON fe) | i. | CONC. FAR. | = ‘ I | BAACKELOW/ FIFE. | FEECO #EOSY (1'12") | COVBULECHECK VALVE INSTALL PEE DETAIL 4B, | HY ‘ z | i | | | a & ra | FRESELRE, KEG, | WILKING | #500 ce #40 (Ilt')| ARWET COTLET TC t&0 PEI, STANPALL | , : 4 SFEINO KANCE. | | ¥ | ) | | | a | STRAINER WILKING 1 YS -100 (lle) ASS SIRAINER W /100 MEGH ECEEEN. »D C } | j \ ! S | QUCK COUPLER. | RAINENED | 22:0 (220K - KEY) | INCTALL © PO.C.. PROVIDE 2 KEYS /ZEUS. q 2 | 3 ‘ | | (2GH-O -ELL) | INSTALL FER. CETAIL 44, be ‘4 8 | | : a. — | SHUT CFP \ALVE | MVEL- | ORGEAL (\'/2") | STOP + WASTE . 200 PS! RATING , THREADED 4 Jom ~ ENLS. a | Q w | LATERAL LINES | GIMFEONI | PVC CL. ZOO }OIZES AS NOTED ON FLA) ( 34MIN .) | r ki e c | | iWaa a ( ome MANUNES | AMPSEN | PVE CL, 200 AZES AG NOTED ON PLAN, Hoty : ! | | = | SLEEVES | SIMPSON | PVC CL. 200 GAZES AS NOTED ON FLAN, CEPTHE AS KER. FOR D APING |NEIDE. EXTEND /2” INTO FLIANTING AGEA LABEL | Zz | | OLEALE.. CAP ENDS. STCAIGHT RUVS OLY. | 7 | MANUAL DRAIN] | CHAMPION | #200 INGTALL PE CETAIL#S. | Ub z| 18 | . ‘ 4 a | _-+20NE NUMBER. | | | ql =| 5 | = | | | fw | S| |e | | _ | | > .) VAWE SCE | od 4 | | _ ___ 4 |} {t a i = = d : pe | IRRIGATION DETAILS - | 2 > a y, TT _ ( ‘ \" & q mM] © | | OO] ~ Q” ») j SS ~ P 0 Pit ; Dp | us ys 4 2 > i o by fe Go | 7 CEC / 1 | fi - — ALL THEEAPED Puc fire G4LL BE eco BALL Re L fi be ) FITTINGS HALL BE StH. 40. i oti MA —NO Cost HIPPLES Of STREET ELLOS WILL BE PREMITTER fot — ALL FITTINGS € PIPE © BE OME DAH. AG LRO. i _ | FEMALE CONNECTION OF SPRINELER HEA OR Fuck COUPLER. | ¢ IY" . , of 7 SHRUB/LAWN SPRAY HEAD ICK COUPLER ian | NeT to aA8 : ; , T 1 4 q | Ay | ‘ ; _ - XT ; . \ | " MAIMLINE BONS AP UCHT SIANDHED 7 i ak A cane. w/e pmo Tacve SLEEVE CNR) simi p c FinlieHt PO ELEHING op &xXTH AOR | { | ais ‘ re ya fers ons DES oF wine) Pye LIME ll r | te AUP GNTEA VALVE ty 74! un \73G = Re SxTH Are | / Ve: Pe Tee WITH 'y ? ‘CK CSS G: CSS ; qHREver amer 2 a = = PO HEARS ae —4 : ZA | < Note: Sa oe Er ne eel are oz HIPPLE @ BLL i! Sb Use TEFLON APE ae RBESTE ON ALL THEEACEP 375. hf PE 12" MIN. ar i — eT FREM RLLINE , oO ~— OTPERT ELL CON Ces HER LOCATION (RAINED 4 ROM AZ ) q ‘ Zz 2 PL PPE, THREADED FROVIDE BY SR. CING. FAD FOR. FEDESTAL i a REMOTE CONTROL VALVE Ate BHP MONT, FRMIDE IZOVAC. ROWER FELEEVING | =O sie DRAIN Rack une THEO CONS. TO PEDESTAL. FROVICE 2” = © NOTE: ive AcHED EGUNS OP & vieTE CONDUIT TEC 2? OUNEER CONC. FAD FOR > => VALVE SOUP EQUALS MANUAL ANGLE \ALVE. ONTRECL WIRES , eee ADJOST CONTROLER, OS™” ' 0. = ~ ALL PIPE & FITTING “B BE mE DEM. Ao Po LOCATION AS REBR I FEMALE cONNECTIN ZF PRAIN VALVE. ti, O ~”) 5 , MANUAL DRAIN VALVE 14 —_/ < Lu) Zz yi a4 QO 4" tr + Ma ch 4 { Nei oe 7 a fo Ze j za lll ghalentententerten i/2 \" areal al + za © LU . a ne EI 7 ager War’ 7. a a ~ = EXAETING METEE -\ AWE. } \ . / = LU / Seca za - - ———- — | a i IRRIGATION FONT I CONN ION 10> Ee | — oO. EXISTING METERED SUB -OUT. kF- oO SEE CETAIL # ) , | < Tp) oc VERIFY EXISTING AVAILABLE WATER. pllrintin, © 8. PRESEURE CEFORE EBECINNING WORK. | Aa oc Or ? [EVEN wom oc | | O | i . — 4 === xe Lu r V= =<) Weisman , PLAN sf NOBRE 3S 2S SS NY Design a ) ; SCALE : ["2Z0'-O" ie xe Group : Site Planning We Ly ARC: HTECT se saseve Tonto: 2 ’ Rveoapreanee Pesoan vi 2711 & E. Madison. Suite 201 cs ENO. 32% Seattle, Washington 98112 Telephone: (206) 322-1732 J L oe Barghausen Consulting Engineers Inc. Land Planning, Survey & Engineering Specialists 6625 So. 190th St. Suite 102-Kemt, Wash. 98032- (206) 872-5522 NOTE: AT THE REQUEST OF THE OWNER, THE GRADING AND STORM DRAINAGE PLAN HAS BEEN PREPARED IN THE ABSENCE OF A BOUNDARY AND: TOPOGRAPHIC SURVEY. HORIZONTAL AND VERTICAL INFORMATION SHOWN IS BASED UPON SITE INSPECTION AND AVAILABLE PUBLIC BOUNDARY AND TOPOGRAPHY AND “AS-BUILT" RECORDS AND ENGINEER DOES NOT WARRANT THEM TO BE CORRECT. HORIZONTAL AND VERTICAL CONTROL SHALL BE THE RESPONSIBILITY OF THE OWNER. CONTCUR LINES HAVE NOT BEEN PROVIDED ON THIS DRAWING BASED UPON THE FACT THAT ALL OF ‘THE DEVELOPMENT AREA IS BASICALLY FLAT WITH NO IDENTIFIED SIGNIFICANT TOPOGRAPHIC FEATURES. CONSTRUCTION SEQUENCE: INSTALL TEMPORARY CONSTRUCTION ENTRANCE. INSTALL FILTER FENCE . CONSTRUCT TEMPORARY DITCHES. CLEAR AND GRADE SITE. WN r e > CONSTRUCT TEMPORARY V—DITCHES 2.0 FT. DEEP W/ 2:1 SIDE SLOPES : AT 0.0% (FLAT) TO CONTROL SILT LADEN STORMWATER FLOWS ONSITE AS SHOWN (TYP.) OF F S I T E PR O P E R T Y TO EA S T IS SI T U A T E D AP P R O X I M A T E L Y 1 FO O T HI G H E R TH A N PR O J E C T SI T E . TH E R E F O R E CONSTRUCT TEMPORARY RIP RAP TON 25'x-50'x 12" 6"-8" QUARRY] SPALLS eS ay oe oe ee to a 3] a 3 * re y ,| 61 —— e ae TH E SI T E TO TH E EA S T DU E TO 1) —+ + i i i ‘ i i i = af CORE DRILL CONNECTION TO it » EXIST. 60" CONC. STORM ann wm PER DE’ _petad 4 I.E. (60" CONC.) = 9.70_ eet RIM = 20. , UN Ry T.E. (NEW 12" CMP)= 11.70 is I f.E.= 14. 2 coe 4471 OR ce x ina eee <— . e ee — = n es = — 2 - tt —— = == ae es « , : ‘ . NX NOT OO cTiING SIDI ———ee : , ( \ | a Ser trex ~ Been NG LANDSCAPE —— or _ 4" GAS MAIN oe ba a ~ oa. teint POE) RE AY PAR TOES. OM BEE PE SEG RRR COMMAND ACERS CSET AMPIMGES AE: CARRE RIRAR SETAE 5: 8 #7 19 1OEX | eet “60" CONC. STORM @ S = 0.00033FT/FT | F 3 | aa a a. a a ee ; oF \___ INSTALL DRIVEWAY f ee eNOS S jw 7 te ENTRANCE PER DETAIL ~~, i { t Sma. ~ , \\_pxIst. SANITARY SEWER MAIN INSTALL DRIVEWAY . | ENTRANCE PER DETAIL :XIST. 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GhaFuies tig K My H + HER ae y : Ht ae al : & — =~ as i a + Eat D | q} —s ; 1__| ae = ke & oe sea C C Por Ts Ee fae (Cet AWHeR & Bs l 4EE JE Bete Pik Me te) - as eS to ie SBE HPP a : Cet DINE PONTING DEPT ai S & ee a BSE | | AS an: a — . eee : ; H a oS seSSuataese . | Hit PROPOSED [ft F smas's = ; a = ¥8526 ae teats we a les ‘42 | ise é fy 5263 es 2 4 7 = neat ogee <4 Me M A 5 U 4 ry =" CTT an es : ~eoartecnet toon ft t T cone. i eae LIMSELLA aa > oe s b is i ae L - ‘ z 1st Paay TM f 1 lie: oi Ra bidet % =r Es Z a MES Pant caret 4 Bee ase ee DZ | | a 44 It sf sifeed |e zee so an e s ip m a e D te n s sO “a e , oe) LURE RA LNA PLAt NOTE Parkin a Z ’ c © Parking , . e ing 3 AN 6 98. a ——3le" 536" DIAMOND PLATE DOOR Ses All construction shall be in accordance Withecity of Renton and po ; 5 hs te Jj ee ee Sas A is 1 | 4 ne APWA current specifications. i | EXTRUDED CONC. CURB “ OCOMPT DEPT | atun hal be K.C.A.S. unless otherwise approved by City of Rentor “WHERE NEEDED ~=— | Ee, a gle ae. ae partment of Public Work } | | I ed areas shall be seeded or sta@ilized by City of Renton = = a vention of on-site erosion after, the completion of eco ote 2S ae Be \. P4729 MIN COMPT DEPTH CRUSHED SURFACING CP “OURS / cs ve 3 5 2 1/2eeMIN. COMPT DEPTH CRUSHED SURFACING BASF COURSE i Ce a 5 é ng an appro pepe .eyoro-secder, GRAVEL BASE Ci B MAY BE REQ’. DEFENDING ON i0IL COND T10iNS | eno cae wise approved by the City of Renton Department of Publ ic | se De Norks SECTION C-C io. oe data ; 6 a 5. All pipes shall be laid on a properly prepared foundation according TYPICAL RO SECTION | yee to Washington State Spec. 7-02.3(1). This shall include necessary ADWAY NTS .. 4J leveling of the trench bottan or the top of the foundation material | as well as placement and compaction of required bedding material NTS | 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 bottam of the trench meets the requirements for "Gravel Backfil| STAPLES OR WIRE RINGS 2" x 2" x 14 GA. WELDED WIRE FE for Pipe Bedding," the first lift of pipe bedding may be omitted (TYPICAL) ee ar ere Y ae 5 provided the material in the bottan of the trench is loosened, regraded FILTER FABRIC MATERIAL and compacted to form a dense unyielding base. MIRAFI 100X OR EQUAL 4 \ NN ‘ ; bal f. a re 2' x 4" DOUG. PIR =) a n oe; 3 HH 6. All drainage structures not on public right-of-ways shall have solid AT 4' 0.C. re - ut i ‘di it P < locking lids, unless otherwise approved by the Department of Public 4 - i A _ SS 2 = Works. 1 i ¥ nN : oe ye ee a a _ F is r++ <4 oe es >. ri b on. = { 7. Structures shall not be permitted within ten feet (10') of the spring TN a Ry 5 ra 5 ‘Ul pesoalt 2 oe he es eee line of any storm drainage pipe(s), or 15 feet from the top of any > Hage va rs PROPANE eet Se oes BOP eS GEN ERO ENOTES. i channel bank. fs iy im in oe Cer Te * 2 V ) ) eS GENERAL NOTES er . MINIMUM 2 DAY COMPRESSIVE STRENGTH=F'C 4000 PSI. 0 @: ari GHB pige-dnalt be Aaegnuce sed gar Vaneee BURY BOTTOM Of FILTER FABRIC 18" |. SECTION S26 DESIGAN IN ACCORDANCE W/ NO. 52562 "MINIMUM", REQUIREMENTS a JOINTS: OUMMY JOINTS SHALL BE PLACED NOT TO NTS FOR THIN SECTION PRECAST CONCRETE CONSTRUCTION. - EXCEED 15° C/C NO.? LESS THAN 10'C/C REQUIREMENT: ‘ { : 9. The storm drainage system shall be constructed according to the : : i i CLASS a (3/4) : Central Records. Any deviation from the approved plans will require 1. PLACE 1' OF po a Lie 2” x 2" x 14 GA. W.W.F: )) CONFORMING TO SECTION 6-02. WELDED hoe ! : written approval from the proper agency, currently the City of Renton oe whe tired OF FENCE TO : ‘ 2 See ee een DESIGN LO : Department of Public Works. CREATE A BEVEL SHAPE. 1" - 15" WASHED %|__2" x 4" DOUG. FIR WITN THE PLANS @ SPECIFICATION OR AASU-H-20 2. FABRIC SHALL COVER BOETOM a7, er AS DIRECTED BY THE ENGINEER. (@ALVANIZING : 10. A copy of these approved plans must be on the job site whenever OF 6" c 6" TRENCH AND > ALL FABRICATED STEEL TEMS EXCEPT REINFORCING. TO BE construction is in progress, ae Pano 8 : STD. DEPRESSED CURB & HOT DIPPED GALVANIZED AFTER FABRICATION , CONFORMING ; ae , MAINTAIN AN EXCESS OVERLAP 4 es), _ TO SPECIFICATIONS ASTM A304, A335, ASa0, € Alzd. 0 11. Prior to any construction/development activity, the City of Renton OF 2" MIN. AS SHOWN IN al tad ; , 2 Department of Public Works Inspection Section must be contacted TYPICAL CROSS-SECTION. 4 7 GUTTER — TYPE D OR = ., for a pre-construction meeting. Sie ee RO OIL/WATER SEPARA lam NATE |. Rey 12. ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN | ALTERNATE : CONJUNCTION WITH ALL CONSTRUCTION ACTIVI SS THAT ACTIVITY EXCEEDS FENCE ote THE CAPACITY AND INTENT OF THE EROSION/SEDIMENTATION CONTROL FACILITY SILTATION FILTER Rt xt MET is psdueed to: « | OR UNLESS OTHERWISE APPROVED BY THE CITY. thickness of,6° when a 10 goge yo wire mesh 3 square pattern is used a 13. All catch basin grates shall be depressed 0.10 feet below pavement 2 Where driveway exceeds 16 In width a 2 level, dummy joint shall be placed longitudinall, gon Cla Naa ee MP (1),"0" SHALL BE 24° OR 14, All grate inlets shall have the required lettering “Outfal!l to Stream, — pitas LESS. FOR LARGER VAL- Dump No Pollutants" shown on them. APPROVED STPUCTURE, i 15. Atl spot elevations shown on plan are to top of pavement. ff 2) = ue tg a er i” ee Q THE INLET PIPE EXCEED 2 g 16. All “engineered fills" shall be compacted to 90% maximum density ; a | ONE-HALF THE INSIDE 4 19 (ASTM D-1557). All imported fill material shall be bank run gravel, Va ; “ly _o-45 4 aig ame MAIN STORM ' Ble Class "B," The embankments shall be constructed In successive horizon- EXPANSION JOINT (TYR) ‘ 5 fal layers not exceeding 8 inches in loose thicknéss which includes BEDDING OF INLET PIPE = = Vie nines OF tance r | bl fill in culvert areas. A ee eee STORM DRAIN EXCEPT + \ Ba, CLS > © FA woe | : aa eee A ee BACKFILL WITH 1:3:5 MIX eK Wa ig abit ed WHERE ELEVATIONS” iS 3} The aces of cut and fill slopes shall be prepared and maintained CONCRETE OR COMPACT 50°. p ROUND EDGES OF OTHERWISE SPECIFIED x, to control against erosion. This control may consist of effective TO RELATIVE DENSITY CONCRETE PIPE BY THE ENGINEER. TOP OF CURB AT DRIVEWAY ' : planting. The protection for the slopes shall be installed as soon as REQUIRED BY SPECIFICATIONS. (4). THE MIN. OPENING Q practicable and prior to calling for final approval. Where cut slopes we" INTO THe EXISTING EXPANSION JOINT (TYP) fe are not subject to erosion due to the erosion-resistant character of rise? - henge 1a STORM DRAIN SHALL BE’ d o the materials, such protection may be omitted. bi at ce ae Re, eet ee “i Extruded Curb Detail s , ; Saag tae ie PLUS | INCH 8 Detrimentél amounts of organic material shall not be permitted in cht ‘Ci ‘ VAR. var} 9 we ELS a ET ay lord ns f | < xcept as permitted by the building official, no rock or / WAY —e : eae ro 0 *_ | Es . a imilar irreducible materia! with a maximum dimension greater than 12 | UNDISTURBED EARTH 4 Detail For Dep be EXPANSION JOWT inches shal! be buried or placed in fills. All imported material shall ¢ ; Curb & Gutter - Type D wax. SLOPE — be imported gravel, Class "B" bank run or better. & 10 ee ETO oon be oo _ 19, All curbing to be six-inches (6") high extruded concrete curbing FIELD - TAPPING OF P ‘ rai rail. CONCRETE PIPE ‘ ; ‘o 20. All existing utilities shown on these plans were obtained from avail- A bie public records. Contractor shall be responsible for locating al| 2 0 utilities which may conflict with construction whether shown on these SS w % 3 4 plans or not. Engineer does not warrant that all utitities have been ld “ 4 . ARS ti o ie) eel Type and Type |! catch basins shall be standard Renton concrete t r equivalent ae vontractor to direct all yard drainage into paved road areas, yard rains or catch basins | GENERAL NOTES LEMPORARY SLON SED IM T ; RAILROAD TEMPORARY EROSION SEDIMENTATION CONTROL PLAN JOINTS JOINTS SHALL BE PLACED AS SHOWN OR AS DIRECTED BY THE ENGINEER. o CONCRETE CONCRETE SHALL BE CLASS A (3/4) AIR ENTRAINED PORTLAND CEMENT CONCRETE.(3 DAY Mix) Alt limits of clearing and areas of vegetation preservation as x p PROCEDURES ALL WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS OR AS DIRECTED RR described on the plan shall be clearly flagged in the field and ae AY THE ENGINE FR co \ observed during construction. an 3 STD INDUSTRIAL & COMMERCIAL DRIVEWAY ic : | required sedimentation/eroslon control facilities must be con- | : structed and in operation prior to tand clearing and/or other got ‘onstruction to insure that sediment-laden water does not enter the natural drainage system. All erosion and sediment facttitles shal! be Om aad | maintained. In satisfactory condition untii such time that clearing | and/or construction is completed and potential for on-site erosion has | | passed, The Implementation, maintenance, replacement, and additions to | | roslon/sedimentation control systems shall be the responsibllity of | Je r ib eS } if | ‘lie erosion and sedimentation contro! systems depicted on this drawing eon | | a e Aide t e minimum requirements to meet anticipated site Bie acter / i { Truction progresses and unexpected or seasonal | } crate, the permittee should anticipate that more erosion i tlio ontrol faclilties will be necessary to insure | In the proposed site. During the course of Feat " | e the obligation and responsibility of the 18 | | ee 1 iddres iny new conditions that may be created by his | | ties and to p! fe additional facilities, over and above minimum | | be needed to protect adjacent properties and water SEC B-B i dralnage system. | " ad | for erosion/sedimentation control only. It Pp Fcoer AT | e an approval of storm drainage design, size, nor sey trictors, channels or retention facll ities. iH } t which has been stripped of vegetation and where no ° anticlpated for a perlod of 30 days or more must be 1M rely ‘ zed with mulching, grass planting or other approved Siieee b RL { treatment applicable to the time of year In question. eding alc W be acceptable only during the months of April | R isive. Seeding may proceed outside the specified | wheneve t Is In the Interest of the permittee, but must gine 7. mulching, netting, or other treatment approved by 22 — o Hy | ; « f the site and limits of grading, pid 5 nnd has not been proposed. If x , S h that a pond is needed, Engineer ~_ Es nag » size, location, and construction 20— Piece ; Be | cf E Lit uw gc j ! SEC A-A } |) “sos H Poe my pe ay Barghausen | mss s } { 4 i Consulting Engineers Inc. | C=+2 Land Plonning, Survey & Engineering Speciolists \! 6425 So Oth $1. Suite 102 Kent, Wosh. 98032- (206) 872-5522 ih _——__— EE | es, ne mn ns eee — SP st = ‘ — T -_ - TTT a ay Tr 7 dL i I iD i ey = — —— - = = ~ ‘ " at Se ae ex ———— Die af aT in a a ah ais ] a en le ee arr TN tab om Se > qo a —— rane Sn ae ee 7 wi ii Ti i _ PLANTING LEGEND SYMBOL | DESCRIPTION *LIQUIDAMIES2 STYRACIFLUA » DCE 2UI?UM Nee ‘ANLA CONTORTA (CHORE PINE MENA HETAZOPHYLLA (A (COTON EASTH2 PARNEY! + NBLITUS UNERO (STIZALIBEIZIAY BLIGH ) ECIDUDUS STREET Tee (2"-2’z!caL | SPACING AS SHOWN) BAe) | ("} | EVERGREEN coNire2 (6'-TY HT) SIACING AS SHOWN) | HEMLOcK) LAzGe <sy2ues (20!-36"uT, 6-dloc -¢-0"'0.c. SANG) ir 7 | a4 til | ll Jaap || Juytl 1) jrutleal ; | \\ KOO | MERUM sHeLBE (ie! 24" HE Abo" Oc. <PPCING) y | IBM Bred. »MAHONIA AQUIFOLIUM (OREGON Gave) V4 = en! + LIGUSTIUM JAPONICUM "TEXANUM! (JAPANESE FAZ)VEr) ® ; il! » BERCBAZS VARIZUCULOIA (WARTY BAIZREIAZY ) / 7 “ . | rl ff - RSS] GUND Covel ("078 |24"0.C. AGRAUINGY r » HEA HELIX nee Nad) vA | | COTONEASTE ULOAFAST) / | ae | ZOD LAWN fo rq ra + V0 | © | = | tT |e y ae 4 q aa f ‘ t > | Qa | — va) q = | | \ | | | | | | | | | | | | | | } | | | — | | an ate _ | | | <\n: ¢ a | | a _—_—— | [— : | | — | eo : EE VICINIT Y MAP Bs > Wt SITE LIGHTING@ | i 10 LOCATIONS, (0) a a | —— =< — me LS 2 ' “ ‘ H \ - ZA MoUNDING ee pee 20! POST. _ _ - oO @ (OR APPKOVEP) [| + bs | | “| — 4 - ———— Bh LEGAL DESCRIPTION is THAT PORTION OF THE SW 1/4 OF SECTION 18, T 23.N, ASE, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 3 [| ————_—-— a COMMENCING AT THE SW CORNER OF SAID SECTION 18; THENCE S 89 10°48" E ALONG THE OTE SOUTH LINE OF SAID SECTION 48, A DISTANCE OF 275.74 FEET TO THE SOUTHERLY PRO- TERME ARE. NO | a JECTION OF THE WEST LINE OF A PARCEL DEEDED TO GEO. A. HORMEL AND COMPANY BY . el otto! ZA-o! abo! ev! [—ea-o! “io! = a7] ko DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 7305240389; THENCE N 00 49'42°E ST eine , i ed ‘ - | ities | ALONG SAID SOUTHERLY PROJECTION 40.00 FEET TO THE SW CORNER OF SAID PARCEL AND UNDEVELZPED ———— __ - 4 THE TRUE POINT OF BEGINNING, SAID POINT BEING ON THE NORTH MARGIN SW 7th STREET: : io" THENCE COTINUING N 00 49'42° € ALONG THE WEST LINE OF SAID PARCEL 464.54 FEET TO \ A POINT ON A 363.06 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, A RADIAL AT SAID — | —— POINT BEARING S 15 37'24° E; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DIS- v TANCE OF 340.46 FEET; THENCE S 01 14'35° W 151.88 FEET TO SAID NORTH MARGIN OF : _ _ SW 7th STREET; THENCE S 89 10°48" € ALOMG SAID NORTH MARGIN 259.60 FEET TO THE _ el ee TRUE POINT ODF BEGINNING; v UN VAN | AS SHOWN IN SHORT PLAT 37-77, CITY OF RENTON, RECORDED MARCH 24, 1977, UNDER ee . 4 Jo RECORDING NUMBER 7703240654. \ 7 Yay | | | = ~—_ N) ae at ———————— oS a = \2" MOUNDING € a | CMT, TO THE PRLAEINS CARDEN: AN —_ 24" MoUNDING PANT BED TYPKAL = toa oe Ry 4 & +———— — A.F. 5930700, FOR PIPELINES (UNLOCATABLE) | @ PANT BED a ~ +} } & 7 . IN} mei a ~ ——— AS = _ _ Note . Po | GRADING To VARY | e Le<6 THAN 24 \ oe po — , oo — NBR ENTIRE oo c os \ . Be NARRATIVE STATEMENT OF PROPOSED os gs see ale ri c N) * PROJECT | ae : See ; ‘ NS) 26 27 | 2 ; —_ et THe PROREED PLAN CONaSTS OF EXPANDING AN ExietING PERMITTED = =|s wee Be hais Sabi CFs be CN GRADE ACCEGEORY PARKING LOT BY 46 STALLA Te MEET THE REQUIREMENTS $| = pee | | | | OF THE NEAR: BY IBM/COLLINS BUILDINGS. THig ADP ITIONAL FARING 19 Po} | 4 ree REPLACES EXIETING ACCESSORY PARKING IN THE PATLESS LOT SOUTH OF THE i a ce | g@lie|\lelele LA ele le ae ) TBM /COLLINS BUILDINGS. 27% OF THE SITE WiLL BE LANDZcAPED WITH A l se a a | ese - = - - . “ ‘ TATA; Daowirnle Qits w/t. Darn er _ — pio’ _@o'o" 4-0" oO I+ VARIET T OF PLANT ING MATERIAL. \O |AL PARKING ONS! | ie YW al al BE 230 STALLS 4 ~~ aa a td + i INCLUDING: 40% COMPACT STALLS. VEHICLE Access 15 FROM SW. 7 STREET 7 . — VIA TWo CURB CUTS WHICH PROVIDES DIFFUSED Acces AND CIRCULATION. < THE EXISTING EDEWALK AND LANDscaPe BUPFER ALONG 2.W. 72 OIREPT a , ; ance ARE To REMAIN. Ny Oe | 0 ee HE : — mec | ¢| cie ej/cic}]ec}e N) 43 SITE STATISTICS ee, el | a 24 an a a a ARE 17,446 oF, 2.24 ACKBs “o x | file “~T os Py la : UM g 3 PARK) Nc STALLS SMISTING PERMIT \84 is al 251.460 | APCITIONAL THIS PRo PesaL 46 —o— : - -- ————______+— a + ™ aan + PRS | ——_____==& = alah ; : TOTAL 130 GATE VALVE NBA" 10 1b — BXISTING SOBA ——— | ae — — - i eee sees FS a : . - ZIANDARD STAL4 | oe / ) \ oo — e = BKIBTING LANDSCAPE — a ) \ | COMPACT STALL 1a - a — ie ee neni nen nen nner nee: 230 = | | a ot 2 4.0" 4 iL 24-0" 20-0! \ PERIMETER PLANTING 10,507 6. F. , , INTERIOR PLANTING 15,437 6. F. ai) 1H po SANITAIOY SEW MANHOLE = jj TH PAVED AREA 1\,2926.F. ee _ © _ ~ CITY OF RENTON Gi FEB 17 1987 DALE 11220 iG : SCALE 1:20 ~ NeetH So Ait BSED sae LB Maat SRL EAR BRL PNMETLIEN RO TODE LN AEC PEAT Ca one aes LRAT ETE EEE A LOREEN EES \ d i i i) yall th I nf ‘i "y af f~ RE G I S T E R E D Vy EC T CU R T I S L. \ 23 5 4 L A A IE ST A T E OF WA S H I N G T O N A DA T E J ‘e i RE V I S I O N S | N O . 7: 8 7 @: A: '! \ B - Ol e DA T E ey Su G M I T FO R PE R M I T RE V B I o N GE N E R A L FE V I Z I C H S RE V I S I O N S 1 | NO . SC A L E DR A W N f e JS v o V JO B NO . SI T E PL A N AN D ST A T I S T I C S 70 0 . S I T E P A R K I N G DE V E L O P M E N T PL A N T I E S R E N T O N , WA S H I N G T O N 2 8 Lu a. oO jem Ou. ot Be a) Lu Se, ( | 1 \ =