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HomeMy WebLinkAboutLUA00-060 - large format SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M. EXISTING VEGETATION TO REMAIN *: te Se o n We g er b R N eA : ~ 5 FIO se i n tc so s e d wa t h ts et s te a m ty v on . e b a m e e es s e s Re ew e ae s i n n ra i n ca t i o n s al l e : au t o 1 ra e Ho t e wilt en o n ye c e n r . o* bo mi e s so t Be ° fi j ; VWUILVIING a { ae Lt / MATCHLINE SEE SHEETIL-I | ee — — aa - = — oan 7 ~T ~ > “= “= “= TT NN ~~ ne) So “= / , ie = cons ns os eee é Saypsoe see f N » \ —— \ \ \ . . ig . * Sr a . me s n a n ar s o n sa s s o a e ST e a e a ; ? . os o% Se r e in t ga v i n Sa s an e we n t eo ar Se w a v e oo m to u r e oa t s me t e ee e . Strewcom ents one sinBas ence a, * ences sates seb kee toe mE SG RIGS Bi, KS Maree 20K Pera wien cates ap wee: woe ele sees wuss aufow soa es s e n as s wo k e n ma n g e . e be ee ¢ . oe ®@ su m e mi n c e Bi e ma n an a e s sc o n e ea s c e e n o a l © y /s sa r KI R i s at es o , % EXIGE URS “AG Os n 760° ° % 4 3 3 % Ky oh - ah . ra i ! ‘s ; ro l aS ? oO NAIVE /AREA ST A _4 + 8 8 . 2 3 EXISTING NATURAL! AREA PERMANENT UTILITY EABEMENT TO CITY, OF RENTON \ i ‘ g \ woes rey, \ oe f \ ' . 4 4 i Hi g ! | : j i j 3 j { i T H } ; i fj aaa , \ CONCRETE PAD —— \ W/ PICNIC TABLE % i i a: ° ~S 4a I - — senshi Rc i AM se is rt sihttitedetndencttl TF =. Mee “ BIOSWALE. -'*, » re ae " : 4 2 ee fi OE - ; Peas ad a eke ee e ° ar, of RO. , oe . h “ig Sus Fs : 7 : .. AP Fs “ Ps 7 cae a a f Se cae ~ “ é Zz e ca “ a om a J o ; Pe a . a * ; ¢ . . st <<. - ; on “ ra o “ ra : en _ eo oe ie wt a Es a e ra HORNIT SS “iOS” saree a ° | © esd Sones eects: rhe rae - ; \\ rot v2 a ay Sf ? y i _ 15) PERMANENT UT] . a wo e- L! TY : Ps of? eo -* e a ° ye . ZoN ESMT TO CITY OF R , oe ) / ENTON 3 $ co ra “ es a a ; aa " - ie oo a a BIKE RACK | PROPAINE TANK TO REMAIN a EXISTING VEGETATION Art Brewer sore serach « pri es pe gam Sa wh pedis erat fas ncn Ae one WS > ra, ace : : ee kenecan Govern see, re eds EO MEINE tte IIe SEAN CRORE ESRD WRNE DHE SO 31°06'51” 0 ROR Ames ENE EOE SOTO ULAR REN ERE EITM AREAS TAH OSI concen ene 11 P~ —4 9 ll LANDSCAP: SCALE: |" = 20'-O" = 52.02’ 62.45’ 3.00" PLAN RS N LANDSCAPE AREA REQUIREMENTS: REQUIREMENT : 2% OF ENTIRE PARCEL IS TO BE NATURAL LANDSCAPE AS PER CITY OF RENTON CODE. TOTAL PARCEL AREA: 5.63 ACRES (245260 SF.) REQUIRED AREA TO BE NATURAL (2% OF TOTAL): 4906 SF. PROVIDED NATURAL LANDSCAPE AREA: 31,733 SF. TOTAL PROPOSED NEW DEVELOP. AREA: 41,134 S.F. REQUIRED AREA TO BE NATURAL (2% OF TOTAL): PROVIDED NATURAL LANDSCAPE AREA FOR NEW DEVELOPMENT: 7323 SF. O25 SF. Brumbaugh & Associates Landscape Architecture 321 Park Place Center, Suite 117 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 822 1105 Horton Dennis & Associates, Inc. Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON * 822-2525 STATE OF WASHINGTON N ) V REGISTERED DEPARTMENT OF RENTON OF PUBLIC WORKS CITY — F LANDSCAPE ARCHITECT WILLIAM A. BROWN CERTIFICATE NO. 501 LANDSCAPE PLAN FARWEST STEEL - PHASE TWO AN CITY REVISIONS 2/1/00 DESIGNED: JOB NO: 9605 ML PLOT DATE: 5/8/00 DATE: 12/30/99 TEMPORARY US 5/8/00 DRAWN: DH SCALE: 1” = 20’ FIELD BOOK: PAGE: E PERMIT CHECKED: CB NO. APPR. DATE REVISION BY APPROVED: ANNTG ON aaacait PL SHEET DOF REN DIRECTOR OF PUBLIC WORKS SW 1/4, SEC. 30, TWP. 23N, R. SE W.M. EXISTING PLANT SCHEDULE LANDSCAPE NOTES: |. GROUND COVER TO EXTEND UNDER ALL TREE AND SHRUB CANOPIES AT THE SYMBOL QTY. M A IZE BOTANICAL NAME / COMMON NAME 2 NOTES SPECIFIED SPACING TO PROVIDE COMPLETE COVERAGE IN ALL PLANTING TREES BEDS DESIGNATED TO RECEIVE GROUND COVER. LIQUIDAMBAR STYRACIFLUA / SWEETGUM 3" CAL. BéB, MATCHED FORM > eee ompArinuse : BABES ON UGE ie PLa eer FRAXINUS PENNSYLVANICA ‘SUMMIT! / ASH 2-/2" CAL. | B&B, MATCHED FORM SCHAUDT STEMM & WILD INC. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF (+) * BETULA PAPYRIFERA / PAPER BIRCH 2-1/2" CAL. BéB, MATCHED FORM ANY FIELD CHANGES TO THE SITE PLANS WHICH MAY REQUIRE ADJUSTMENT ve PRUNUS S. KWANZAN!' / FLOWERING CHERRY 3" CAL. BéB, MATCHED FORM OF DESIGN. POPULUS NIGRA 'ITILICA' / LOMBARDY POPLAR s &B, MATCHED FORM C) ee Rem = fk + OPN sii, RANA getteee Wie 3. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE (:.) # BETULA NIGRA / RIVER BIRCH I5' HT. INFORMATION. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY EVERGREEN TREES ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATERIAL. 6; *PSEUDOTSUGA MENZIESII / DOUGLAS FIR I5' HT. BéB, FULL AND BUSHY us *#THUJA PLICATA 'EXCELSA' / EXCELSA CEDAR IS" HT. BéB, FULL AND BUSHY 4. NO PRE-EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE DURING eases THE FIRST YEAR WARRANTEE PERIOD. EA EVONYMUS ALATA / WINGED EVONYMUS 5S ALL CEDAR AND FIR TREES TO BE NURSERY GROWN WITH CENTRAL RIGIN EADER INTACT AND HEALTHY. RO RHODODENDRON 'CUNNINGHAMS WHITE! / RHODODENDRON lle iat cS *® CORNUS STOLONIFERA / REDTNIG DOOGNOOD 6. ALL EXISTING LANDSCAPE SHOWN ON PLAN THAT IS REMOVED OR DAMAGED on DURING CONSTRUCTION OF THE PROPOSED PROJECT MUST BE REPLACED PRIOR TAXUS CUSPITATA / JAPANESE YEW TO OCCUPANCY OF THE BUILDING. GROUNDCOVER 4. ALL LANDSCAPING OUTSIDE PROPERTY TO BE MAINTAINED BY OWNER/DEVELOPER. # ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK EXISTING LAWN AND ROUGH GRASS AREAS Ser SPECS nN “ * INDICATES NATIVE PLANT MATERIAL wh SYMBOL QTY.| BOTANICAL NAME / COMMON NAME SIZE NOTES FONE TiS SULPORS O GAUGE GALV. WIRE TREES WRAPPED IN CLEAR VINYL. 20 |* FRAXINUS LATIFOLIA / OREGON ASH |-3/4" CAL. BéB, MATCHED FORM TWIST TIGHT. | 1<———-. 2"DIA. "BVC" LODGEPOLE = PINE TREE STAKES WITH ‘ 6" CONICAL POINT 20 | *® THUJA PLICATA 'EXCELSA' / EXCELSA CEDAR I5' HT. BéB, FULL AND BUSHY , < TREE WRAP (IF SPECIFIED) PLANT TREES HIGH —|—— 36" DIA. TREE WELLS IN ENOUGH TO ALLOW = a GROUNDCOVER POSITIVE DRAINAGE f r a oF seeeiied Maen. GZ, Sl) * EROSION CONTROL HYDROSEED SEE SPEC — / REMOVE TOP |/3 OF BURLAP. LOOSEN WIRE BASKETS. / oN = { | (X) EXISTING TREE TO BE REMOVED as BACKFILL PIT WITH 50% Be . TOPSOIL AND 50% NATIVE me: | HH SOIL. ADD SPECIFIED * +} Th FERTILIZER TO MIX. INDICATES NATIVE PLANT MATERIAL STU ere seer == ==1= al TET i : EES TEE SEEN SUBGRADE eae phil 5 co | | PIT TO BE TWICE THE ROOTBALL DIA. i PX ok SET CROWN AT NURSERY HEIGHT a ° NOTES: TRIPLE STAKE ALL DECIDUOUS TREES LARGER THAN 3" CALIPER. Guy ow Coe, % eee SINGLE STAKE VINE MAPLES AND SUMAC TREES. . Ww Renan 3 BACKFILL TO CONSIST OF ON GR ADE TREE PL ANTIN TOPSOIL PER SPECS. ADD - S W909 FERTILIZER PER SPECS. NOT TO SCALE f \ f \_ sf \ } |X Sok N i— CURB OR HEADER NOTE: SPACING FOR GROUNDCOVER TO BE TRIANGULAR PER DISTANCE SHOWN ON PLANT SCHEDULE. GROUNDCOVER SPACING NOT TO SCALE il SESH EU IEE SCARIFY ROOTBALL ON Lt CONTAINER MATERIAL. REMOVE TEs : TOP |/3 OF BURLAP ON B&B See El= MATERIAL. (ESE | 2 X ROOTBALL D Brumbaugh & Associates SHRUB PLANTING Landscape Architecture NOT TO SCALE 321 Park Place Center, Suite 117 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 822 1105 WW so LD», LANDSCAPE nae VB STATE OF WASHINGTON REGISTERED WILLIAM A. BROWN CERTIFICATE NO. 501 Horton Dennis & Associates, Inc. Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON * 822-2525 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AX CITY REVISIONS 2/1/00 LANDSCAPE SCHEDULE AND NOTES FARWEST STEEL - PHASE TWO DESIGNED: ML DATE: 12/30/99 TEMPORARY USE PERMIT 5/8/00 DRAWN: DH JOB NO: 9605 PLOT DATE: 5/8/00 CHECKED: CB SCALE: 1” = 20’ FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: DIRECTOR OF PUBLIC WORKS _SHEET.3) 061 BLANNING : BENION May 18 2000 aa ge | S10) OS ok ot el a 8 mr TP 60-000 SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M. iw =O i NATURAL AREA —— —— & YW) tt PROMOSE! D NATURAL AREA TO —. _ ——___ _—_—_— —_—_ ee _— —_—_ —— PROP BRAL AREA — Ye (Gane PRON VA = ee EXISTING N CONST. 4’ CONC. WALK — 4” Se ee é- ! t Z NEW 4' BIDEWALK THICKNESS MIN. ] URAL AREA REMOVE EXISTING EVERGREEN TREES —— AND REPLACE WITH NEW EVERGREENS AS SHOWN. Y 2 —PWR PED HYDROSEED ALL DISTURBED AREAS ca y REMOVE EXISTING EVERGREEN TREES —— AND REPLACE WITH NEW EVERGREENS AS SHOWN. STOP SIGN EDGE PAVING MAIL BOX ; Ex Fo \ N\SI Jo t iv E HYDRANT —V Ta te, j Fe “ na i om + RETAINING WALL — —— — f ] Fi i é & f 5 : cal © © VAL . << |) H i i j i porch secvepente 1 L__ EXISTING | WAT VEGETAT! ON Pa ' j i TO REMAIN PLING 3 P 7 i i 3 a } | ; i if ; , os ines 8 ‘ . | ; q xy: e oe | 4 oe VW N WN Ky | % ne! \ ] ‘ ks \ 1 \ t i - 3 » I l f fi * | i , H es vif _ ; f A Te i ' F “ ‘ RENTON i HAL : i 3 i j ! 1 i } i | iPS : i j | ; / i | fi food Y | & # : EXISTING NATURAL AREA > co 16S 5 6S & GS EXISTING NATURAL AREA ‘4 ES g < y / EXISTING NATURAL AREA £ é f a > ap LANDSCAPE SCALE: |" = 20'-O" , REHOUSE : | wo £0 O70 SQ. FT. | : { f ; zs JF i | a ttbes oF yf ' ie) Oy j ] ; aa o i i {© : a : | Mob j i ~& = o as oo Spree g : od ee od og i 5] . ¥ : - a 4 B f ¢ : sa 3 > u : ; is "8 a J ; } i a *, ‘@ Pos . ; ‘ i Fy e 4, “ / / i j : 74 4 #, i “| i f ¢ » ae . £ 4 i Fl at iA * * i PAS) A F f ia . ’ 4 ‘ ° J H . D } ane rr coe ify. IN | ty “te “Lo <a } | j HASSE ONE HY ky ; i; A é i o¢ FR E WAREHOUSE Gh oT ON fa ‘ 63,868 SQ. FT iE j . Py , . / ; i FIN. FLOO LET / R = 19.00 AND LEB Ali S| ° oy i oj: / f Se a Py é é 4 é # i f E ee: ee ‘3 z j H fl fox Leet gy Sag - = , z ‘ f j ; rise a , tg hae oi ; | : ee Sea ee * i ma f Fi i bg ay fate Oe 8 A fi 2 e i Q tea Te Ae ett Be 3 i / e %, fat “a oy oF j : *s ey xs, 2 af Ps - f € 7 & é i NITROGE fog pone Mp if fp As N ae te eS dy - gn é as f f we AS A age FB a a ba: j ij A rt * be ea / 3 ¥ 4 > ff ° ; é i's . ‘@. Lagi “a af ; é f “a a * ge gh ge te oe ts “¢ F f ge ge Oy A aa / ag yy ue 1 BG A “4 i . fi f . bi Funes te é. Ey é é 4% Phas! FY @a #4; y a i # c i «3 @ ‘ ¢ ag a f Zé if § : aS at hy : ; é fj 4 FG 4 M4 f Loft f i j ~ AGP. ; id f . ff oe F is f yf eae - / /; f Yi é é 7 f P ; Py 3 é EUS j /; : EXISTING PARKIN ey, // ff / : di f fi ¢ 4 f / . ¢ f ¢ s . eg ¢ f £ f é Y f Pf é A — ora f f Fa — ——H ome ‘ RA mht f f f g . ia . . ee f 4 é y tote eS ifr” rr Vy, f f Pe . é f ‘f SS See “ “hy . of # ue is / EXISTING 4, aa é RS +7. fp, é | [eee SPP Sol / / VEGETATION . fo oF “YYW a J ra TEMPORARY STORAGE b> A Tf. ges 1 hed y TO REMAIN B U | L D | N C “ay we ‘e > 7 Yy i fi Py, /s f 4a ra wa ae sa be, F’ Ce: é # £ -* . ey 2 rece We _ A £ Kid é & Ed - am ai. = ap —-— oo eee of om} cee pa coll _— @- = as. _ -% fam = —= a mp am a2 @ = @ s a Horton Dennis & Associates, Inc. MATCHL INE LANDSCAPE AREA REQUIREMENTS: REQUIREMENT : 2% OF ENTIRE PARCEL IS TO BE NATURAL LANDSCAPE AS PER CITY OF RENTON CODE. TOTAL PARCEL AREA: 5.63 ACRES (245.260 SF.) REQUIRED AREA TO BE NATURAL (2% OF TOTAL): 4406 SF. PROVIDED NATURAL LANDSCAPE AREA: 31,733 SF. TOTAL PROPOSED NEW DEVELOP. AREA: 41,134 SF. REQUIRED AREA TO BE NATURAL (2% OF TOTAL): PROVIDED NATURAL LANDSCAPE AREA FOR NEW DEVELOPMENT: 7323 SF. 823 SF. Brumbaugh & Associates Landscape Architecture 321 Park Place Center, Suite 117 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 822 1105 STATE OF WASHINGTON Sz SYA \ weiss S&S SI LZZ WILLIAM A. BROWN CERTIFICATE NO. 501 Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON * 822-2525 OF RENTON OF PUBLIC WORKS CITY DEPARTMENT LANDSCAPE PLAN FARWEST STEEL - PHASE TWO A CITY REVISIONS 2/1/00 JOB NO: 9605 DESIGNED: ML DATE: 12/30/99 PLOT DATE: 5/8/00 TEMPORARY USE PERMIT 5/8/00 DRAWN: DH FIELD BOOK: PAGE: SCALE: 1” = 20’ CB NO. BY APPR. DATE REVISION CHECKED: LNGHEET 1 OF 3 Lc PENT Ww APPROVED: DIRECTOR OF PUBLIC WORKS SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M. EX. CB EX, CB Xx. CB EX CB P EX. cB. : \ RIM=16.59 {RIM=16.48 [RIM=16.21 /RIM=16.03 {~~ RIM= 16.08 \| LE. B7CONC.(SW)=13.72 / LE. 8"CONC.(N)=15.03 jf LE. 8CONC.(N)=14.78 / LE, 8"CONC.(E)=13.5 . IM=17.53 . \ EX. SSMH RIM=17 \ a siti vont \ LE. B°CONC.(N)=13.63 / BOT. =15.0 | BOT.=14.7 3x3 CONC. BASE 7 /| % \, / RiM=15.78 oe CTR. FLOWLINE(N,W,E}=4.98 %s, BOT.=12.0 / F . a are BOT.=12.4 A / ee ne . STA 4458.08, 40.0’ RT. (34TH ST)= . | 'S W 34TH S TRE I r / ’ \ CTR. 8"PVC(S.NW,SW,E)=6.58 STA O+0G UTILITY EASEMENT © aes \ a \ [We : | / f } \ / oo \ / f f ; / EX. SSMH NO ~~ STREET LIGHT ON / Fi | \ A io ) = Zi n le o w fl a | EX. FIRE HYDRANT———m/, i \. \ VE ai IRE HY OR ANT oe I SROPERT RIM=16.54 \ F / EX. CB : i ®\ ‘ PROPERTY LINE ee ae \ wo \ / / /RIM=15.89 a J / \ ‘ \ a / KE. B"CONC.(NE)=14.24 \y \ | , Tek ; on | en Via j on se mo ; — a _ : “ooapRwe _. - ~ f aoe — ‘ a = [= 25m f ‘tame, 17 sammenmanaenen . = Le FEE oe Se, BS SQ"SH —_ SR Sp LL rr == X Y i t sac "Ss =e — 8"SS yf \ on | /- 8"SS = ae De 2 / a a CR NE - 2 } 4 ESS om —, a | \ [ke _ ° — im IN ima \ SY ld Sp ; a i Sf / © 6 CONC. CURB & GUTTER J \ CURR CUT aa <<) aoe tou aa inn 5 os Ee os ee ; Neoesocceen is _ 514+-49.17 LIND AVENUE= he] / J a ie r \ \ RUBBER PVM1 iy tw fi 9) ry oe BSD tr ~ | | < O+00 W. 34 ST.STREET ¢ = “ = - Seen Se YY De > | f 2 / YY Es f © / Oo 4 , e i ere eoraneecetnnsagenee ‘ \ S asf % 99 _- EX. ASPHALT ——~ -— Seaeeeaee ed ‘ \ LBD / Sum a Be en =. N\A N87°50'23"WS4 119. i “ 4 , A a ra __ fl eo i. ae fi ee ———— ea \ * 61+49.17 Qe ; 7 \ ai 4 t i 35 ws) \FELME lo IY OZ a oO r are LL NRIM=17.14 f / ie S <// = # oa % ; C ae Ds IDING GATE i =) wa 85’ a// / -—~ & EX. ASPHALT ~~ oo yf 8 = SLIDING GATE _— EX. ASPHALT-S— re ? “ t 4, 7 ‘= ho = i ae : _ bt OS , 4, iS 5 ' 1 S D 81 S D 94 - 0 0 i J Ww hs Qa aw A “ } aes Pm wm ccensetttmemeese neem unmet —_— \ \ / \ att f, 5 io met an ; A \ | yf ws Vj ¢ . = . iP — =~ i D- is td D> 26 im mi m7 U Be a © yy No Pa l =. > “A — aa em a4 ~< Uv 8' S S / EX. 10” LANDSCAPE. é- POWER <—— UTILITY EASEMENT, STUB OUT J \. MARKER om Ne ra = \ + TEMP. SIGN pe OK ! WATER MH : , . “ . ia ny > L ay 2° ‘ 7 Sa sl eels aoc <1 RE a EX.12 W Fal te EX.12 ¥ me aa oa ee i , y re A WV \e sins Bh HEA ecesentacesce oc %\ # he sau. % Ie si { 1 = DRAEH V ELEC. _ EXA2 W ~ "5. \ Vy _ -—= —_ ae emer: 7 wot eon SOR TTS \- / i ee, Pe N \ a Fi A’ a - FH \ \. f f | : + | | \ S _~ al ~ { Lo & / f. ; Sh “oA \ L / [ors IBY ee vy [ \ 7 va anaes pit REMOVE ¥’ OF EXIST. \ # IN \ ; | aaa \\\ \_EX. STORM DRAINAGE / Ay sn ninehet lie EXTRUDED, CONC. CURB \ / S\N | f/ Ja re ae \\ STUB OUT \ 40" LANDSCAPE & — / EX, FIRE HYDRANT—~ wohts \ fg Ee | \ \ ds \ ; > iN cae Wf /A- 90°00 00 \ \ Ne Bey & UTH ITY ESMT._ ‘ . ’ ” ’ / ‘ ' \ EXNSTORM DRAINA bE STOP SIGN | | * —_ i \ \ a Ne i _ 3 / DW fF H | R/= 55.00. — Ex, CA \ UTILITY ESMT. j NO1°50'09"E — 148.50'—j-——H4 rr | @ | DX SSTORS DRAINAL ; a =e Bila it \_STREET LIGNT ON_\ / =X. SDMH \ Y Z 36,49’ \ \ \ A ORG (E)=12.67 \ / ene RETAINING WALL =< "t+ 7 eo | ; — 4" THICKNESS MIN. | | FILTER FENCE , |! = we ISSA H NO. 4 , {tEDBE PAVING | MAIL BOXxT- ee 128) Comin, | \ 3x3 CONC. — \ : RIM=16.64 ‘ a j f i im AG \ 16 CON. pt 6 i ee A \ eee —— gil < : =o | > N ivi A t ial ‘ / TOELOWAINE(S Nis \F of Dal f > £9 BOT.=12.3 \ Sret ent Os a }\) |! i -FILTER FENCE | BEF PETAL OF SG Sty ti | Losey ORE ayo SY 10 FLOWLINE(S,N)=6.04 iG : te A Zo \ 3x3 CONC. BASE 4 ! ii a va THIS SHEET | \ Zz bA. TINE RAYORAN | / AT | Kon \ \_EX. SANITARY SEWER SxS CONC. BASE LOT 8 ra / i] FA hia | | She Bele ON | ida Lal se L i ae \ STUB—OUT BINDING SITE PLAN FOR | aD | THIS SHEE | Lit ii di bl eee eee hs oo ff ; sl : Ome vor WATER MH oNALEX. 12” GATE VALVE IN VAULT BURLINGTON NORTHERN i rr PHASE TWO WAREHOUSE ) bali ghd yy ~, " ee 4 = NZ fh a ree. BSP NO. 014-92 | : | 33,070 SQ. FT — | ia 7 | i RIM=16.76 : ' Chet Fi | Roa eopoo EX. 10" UTILITY EASEMENT CTR. 8 PVC(S NE} 7.16 \ \ \ Mt \ | { i b i a | i | { i {NL \ _ eet a ; : a g (6) al! j old. f | \ EX. \SSMH a | : IM UD EU Le EX. 30”, RAILROAD L, : j ‘YO RiM=16.76 | = Fad ‘|, dg | Hi EASEMENT A dot doe CTR. ‘8"PVC(S,NE)=7.16 A WE TA | fi LOT i Ura a | . BT | ~ i z LOT B BINDING SITE PLAN FOR | | A a be EW 20’ UTHITY EASEMENT @ ae BINDING SITE PLAN FOR BURLINGTON NORTHERN ‘ean Os ni i PARCEL A | > |/©3 BURLINGTON NORTHERN BSP NO. 014-92 | | -_ + . | . Bb [Ho ub BSP NO. 014-98 Wo hal | pi Sy SP 378-79 io PIH AS|E ONE 2 ila ¢ i} ‘to Ve | te 4 WAREHOUSE _ Oe CATCH BASIN I mi fl \ = me 63,868 SQ. Fil D Ne & | PROTECTION |! ol |i cae ‘ FIN. FLDOR = 19100 a. fio | SEE DETAIL BELOW Hy ist dy ~ ; ite: Z ye ft a 15’ PERMANENT UTILITY 7 . |! i, /; rh 1 je) 7 Ky} STREET LIGHT ON EASEMENT TO CITY OF RENTON NK! | 7 fyi | fi] | \ / h oe 3x3 CONC, BASE Z nD i] / fy | 4 @ / fdofp ff — \ re) NITROGEN f f | \ . | ve \ STORM DRAINAGE i N STORAGE PAD | f / if I | j pes i hae og 4, STUB—OUT oO } / _ EX, 30° RAILROAD Lu 3 Bg L6G FT a / \ 4 = — o I; Kd / EASEMENT © | bt Avo»sp ALEC - SOCO NO!4 THe I ) | =| a A as ot STEEL CASING bn) 6" CLEANOUT hf maf | jo | Li, AW LEX. CB y RIME 19.00 | eef | if Z | \ f Cert TRiM=15.36 i | HS - f | hoy \ (ee ioesde = | | tf fm) \ {lates QCONU.ACN Deh dc. £e . ; oe ~. P| | | | | 1.E. 8"CONC.(N)=12.78 | . f ~~ - : Lu By | \ | |BOT.=10.9 i ik Chane mn ° rf = EX. 10’ UTILITY EASEMENT > eis me | | 6 1 @ We | A= 7e0s'9” “Dae < ryt ks i 0d Dog on wi A hm ile ap de ef Ogle ee mh im f= G R = 443.37’ Vi ® | POWER (2) OQ \ So OQ @) i) 17 L_/ L = 588.60’ SCALE IN FEET Hay dy | “4° §TUB-OUT EX. Fi ' PROP CL 52 — | NL Q i 20 n \ ' a MARKER POST / SPOOR. | HIN. L re (LY 7 / 75. \ LET roSC/ on } 4 | ee 10° LANDSCAPE & a a: lzz SOMH NO. ¢ za ann ees Lae oom 1 | TEMPORARY STORAGE SG ON LPT! Nye SSMH NO. 2. = | { | | ey ke ‘ > L CASING / \ BUILDING eo \ | | a = 3 ——— 44 Ho S re a oul | 58 an 8) Oy p> ch 52 j 1 2. DIP Cc i. 5? “a . N geno = { 2" DIP c L 52 ‘| \ | | “Wn We a Wat jp gions al | h : ( : & « Oye Ol Yo fF VRE pake bout rN L : | g0’=0 2” DOMESTIC WATER ——» iif OXYGEN TANK Wedel of Uh PY pet x. Ha PER cit OF RENTON |CURBL—\ (PRIVATE) | Lf ay, i LE Ps : RAMP SIANDARD DETAIL, in P - ee | Doo | | i il a ist PERMgeNINUGYS CURB RAMP : , “es A PIKE RAGS ‘mae faa ; \ \ ly EINE ss q Le “ Aw sim: pa Bc S| i ! W/ + EASEMENT s BANE ABTERNATE | a.) i No.3 4 12" DIP CL 52 mp |! | f i \ 7 See tL steet casine— WLPROPANE TANK i | PXe) ea \ [bio . ; I / NOPD S : , | , ponents AS 4 .Y i 5 a + ' : : Arasl | ff AN ? al ! / int / ig | av OFFICE | © ~MreeE J o7 00 | Wok ‘, 2,096 SQ. FT. eZ. Sf ob TY FIN FLOOR = 19.70 bop we SD , hg | A = 38'44'06” y, ne) ae a fy a, > oy at, Aer yr if n wos wer Za Oe J \ SER _ ! | EX. SANITARY SEWER R= 118.00" at Pe in. sane. same, anne , CA oou” at, ae eae .> > Pa 7 y STUB—OUT T= 4042 an ges core neg lin nm athe i Ze” ° /ASL_PERMANENT UTILITY OM“ 2" ; y, ee aoe ar ae Sy LORELEI gt ESMT TO CITY OF RENTON // KON B°Ss < iY 8°SS ae it - y 40 CSS or Lo nF 12” DIP CL 52 Te \ paint OF \EX. FROC Pe os _— et LA Tie oP a ” 5 LON OKO TN Fa 1. \ evi ee ON lB SEE LO LEGO ge” 4g 06 2” Wy | | a ae ie, ee i ee a EX. SSMH oO \ , ins CAME LA GEO oe ee eke TN AS Ge “~—— FREE STANDING * RIM=17.17 \ Fr : aan a LIGHTING FIXTURES CTR. FLOWLINE 2 \ # got (W,S,E,N)=8.81 a 7 a. a ae - ; Bio oe \ 4 fs EX. SWALE 12 DIP CL 52 if —16--~~_- EX. SWALE rare . Ss et i f#. ee : L ¢ L N87'50'47"W FUTURE SWALE-7 UV 517.58" a al 5°PVC SD + — 5"PVC(W)=15.97 Pe ss 1 no ge EX BER —— + — =z \ | i mage pemannasy : = i Ye _ ne eal css mo Net (LY EX. SWALE [ EXPIRES 6/28/01 | ———— DN a an a 6 EX. SWALE EX = Zz STREET LIGHT ON - - wai AS SS = we Y ~—~|6—— 3x3 CONC. BASE ~~~. 0 — ett} | ft nee ' EX, CONC, CURB —-—* 77 EX. 12°GV ONL EX, KEYSTONE RET. WALL Ox rot \ WOATE STOR aT” “ 4 , R / 7} | . — = = aaa 12"W — = th DW semen — Sone sre eee gee eee —-12°W — _ ——— ws TA \ = 415.06 . 10” KEYSTONE RET. WALL ASPHALT ---EX. 12” DIP WATER ear i a + eS a LISSA = ebay nine eee / ie WA _£ tG,O eens a <= is H . ~ | — . ? td ~ ¥ 4 oo ‘ { OQ 5 5 it = \ — | mK \ \ sao: Bae |. A = 07°51'28" = 02°33 so"\ tor ee” ce cet ocean B Horton Dennis & Associates, Inc. RY \ " SN a a efesspaes'., cae ars | I = = R = 605.87 A = 03°49'33”" EX. 15° RENTON— EX. FIRE HYC T 3 Consulting Engineers, Planners, and °S > to a < \NEX, 20’ UTILITY EASEMENT 4K LE. CAPPED 6°PVC(S)=15.57 in R = 605.87 = 605.87’ UTILITY EASEMENT i Ee EE Se, " . es uveyors B © aml i, [E CAPPED 6’PVO(N)a14.13 L = 83.09° L = 27.14 R = 605.8 LOT 2 EX. WATER METER \_T%- KIRKLAND, WASHINGTON + 822-2525 YE ERIN PE RONDE ppeR ae | \ . .E. CAPPED 6°PVC(N)=14.13 = . xs | 56+69.17 LIND AVENUE \L EXISTING 30’ RAILROAD EASEMENT | YX : L = 40.46 BINDING SITE PLAN FOR ei | ’ 0400.00 ACCESS ROAD EGRESS EASEMENT LOT 7 | \ \ BURLINGTON NORTHERN | CITY OF RENTON ; j : % EXISTING HOMEBASE \ Be rae i CB BINDING SITs PLAN FOR } LE. 12 CONC, =14.36 DEPARTMENT OF PUBLIC WORKS 55 +00 | RIM=16.75 BURLINGTON NORTHERN /| 12"CONC.=15.78 — nf LE. 12°CONC.( ca es ad BSP NO. 014-928 | EX. DETENTION BASIN WATER AND SANITARY SEWER PLAN Sip { CONTROL STRUCTURE (HOMEBASE) RiM=18.92 © FARWEST STEEL = PHASE TWO xIM=18.92 LE. 12°CONC.(ESE)=15,74 TEMPORARY BUILDING LE. 12”CONC.(SSE)=13.52 > LE. 12"CONC.(W)=12.94 DESIGNED: BOM \ TK__| pate: 05/05/00 FILE NAME: 996600B2.DWG 4 LE. RESTRICTOR PLATE=10.92 E PLOT DATE: 05/05/00 OVERFLOW EL.=16.39 DRAWN: SN CHECKED: CNW SCALE: 1” = 40 FIELD BOOK: PAGE: 5 1) JING OPMES saatgs pais vir oF PUBLIC-WwoRKSY Me ey FP 700-0W0 RECEIVE NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 3 SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M. EX. CB EX. CB _£X. CB EX. CB EX. CB__ ~RIM=16.59 sf RIM= 16.48 [ RIM=16.21 / RIM=16.03 ; RIM=16.08 a EX. SSMH LE. 8°CONC.(SW)=13.72 / LE. 8°CONC.(N)=15.03 | LE. 8°CONC.(N)=14.78 / 1.E. 8°CONC.(E)=13.52 / LE. 8 CONC.(S,W,E)=15.48 STREET LIG! / fi RIM=17.53 \ LE. 8"CONC.(N)=13.63 / BOT.=15.0 { BOT.=14.7 f BOT.=12.0 EX. CB STREET LIGHT ON / ji | \ EX. SSMH CTR. FLOWLINE(N,WE)=4.98 \ Gor =12.4 / mS EX. CB | / RiIM=15.99 xX 6 Na /S.W. 34TH STREET ff Reve %, / CTR. 8"PVC(S,NW,SW.E)=6.58 EX. oB = 7 \\ w\ ; . ‘a , / . / Me= 1 O, Orr ‘ he / 2 f / - . ~ B°CONC.(NE)=14.2+ \y \ @ [EX FIRE HYDRANT——=£O4 / iaiaal scan 4 \ se / LE. 8°CONC.(NE)=14.22 y WT A / pe Y A TE / : / / LE. 8"CONC.(N)=13.17 _ _ _ | me — FRE == = of sere et ees S) 38S Po WG fF 305 — 36"SD mag 2O SD —— ; i AQ = # 36"SB @ 38° SD -———~ WA ae 3 — Sh \ / B"SS 74 | 36 ao / x 7 RSs = ass 3 4 B"SS _— ~~ ~ 8"SS : = ~~ er 4 an AR \ F a ' _ j g ~O- 6” CONC. CURB & GUTTER / XQ CURB CUT — 0 -- — ] \\ RUBBER PVT ™ A nl G BSP rN | imine _ 614+49.17 LIN L J _-— \6- yy L WN oes (aa | i a j ia | / ty Es f oL60 W. z = eee re + a ee = £2 91 Sf ss e < mo > oO, o ’ — EX. ASPHALT —— - a spe yo/ ’ S/f i] sie - . rs 2 & 2,—SuDING GATE » EX. ASPHALT-R— \ \ }” ¢ ran iene ee AS a <a wie 2. Se e N87°50'23"Ws+ 119.85’ all /f _--- 8 EX ASPHALT —— 3s a 8) Zé. 8 | =) Lal) ae SLIDING — —— EX. ASPHALT- __ - CG i | e _— aa ener ner nae 1 1 \ wf abo fererotiate + + <s rer r 7 y int Y : : : sschaeigill — ra ae —_————- — — = zs t FET 7 Ta TF P ‘ . _ Fa in © faa WA bo a /\ : oP os i & a \ ce ‘HS CONCRETE PAD 2” MAPLE (TYP) ae EX. 10° LANDSCAPE &- POWER —— oH | / - \ — ? : RIM=17.14 vi CONORE tt. L -. e. i nanny eet . TE: ase . = , M7 Sa t t “ | [ rer a Ww: UTILITY EASEMENT. \ Stus00T / BOLLARDS Wie jes \ Ly” a g oe a = {7 K S LINED VALE / rh MARKE} y (Ti — ‘ Aon = © in % ME ; , : sis a_— © \ JA Bo an WON WAT wy ia Ter SIN dem Retin N = : To —~ pre oat He EX J2"W — KR i ££ | “ wy ‘ _ ct hs is... EX 12°W oar o iy E A FH \ ELEC. —_ iv 7 oe o/s mn” mn — Ne a ae = ne / _. & \ LO : — i, ad lh, ae - ~ On / 7 7 FH \ f : = ~ , { " 3 ’ “< © ha a {I x cdl a _ eigen se o REMOVE 4° OF EXIST. \ ra SAX ss : rN I ITAKE NO. 26 | Z ; 3 : f/f TSB : A ee IN E _ 20 firs (EX) = = EXTRUDE \ CONC. CURB \ / } Zz \ ~~. = Ss & D N 3E - : . : en BA Z ‘ ae Se | f/ foo, n"\ \\ US §TuB-0urT 10’ LANDSCAPE & —I / EX. FIRE HYDRANT— | | i " a PED FUTURE DJS. | ecine a oat \ . \ ‘4 NO é Ah /SF goooo"'\\ ge UTILITY ESMT. ' NO1'50'09"E — 148.50'= } |g | ak STORY. DRAINAGE | wa uot Bila jk \ STREET UGRT ON | EX. SDMH PN - 14 / a \ \ TRIMETE.30 i >) RETAINING WALLS | HICKNESS MIN. | | ER FENCE igeng, Dilsy zxcmatomee eee | UE TBA? | me GONG: BAS / oA - > “= 9’ \ LE. 8°CONG.(E)=12.67 . a ae a . - ‘he , : L_NO QUTHALL NO. Bt, OUTFALL NO. [532A | LOUTFALL NO. SA : ‘ RIM=16.64 a Df ' = 86:59° \ \ \ ee. ) STREET LIGHT ON \ a Pll ee | HFILTER FENCELOUTHALL NO. OA | 2 Ae LA ste tes oP St Te ae | INV, = 16.26 _ zil | | —— EX. FIRE HYDRANT ~~ / 10”FLOWLINE(S,N)=6.04 |} | SI. Fa \ 5 rer. 3x5 CONC. BASE LOT gs Ma ; \ | 47 | see pet ONNV = 15.78 ) INV = 15.2 S | | t Eee ‘ee ( Tal wee ' a ie \ \_EX. SANITARY SEWER s FOR “ a es H LA THIS SHEET 5” pyc sp vag ¥C_SD | i + 4 | , ae pe eB ee . NL < a STUB—OUT BINDING SITE PLAN 15.1 (EX) | [w-6." PVC SD | 6" bye sp | ae tee: ‘a \. geal] Py |e ON, Lo aa Orenve WATER MH \ eX. 12” GATE VALVE IN VAULT BURLINGTON NORTHERN © Vi | | PHASE TWO WAREHOUSE 7 : 4 on | | | ani | \ ~s EX, SSMH \ . / PO" RIM=16.84 BSP NO. 014-92 | Vs ee | \ | 35,070 SQ. FT | } DOWNISPOUT (TYP.)— || ee eS OO i re RIM=16. 76 G DN | Oheir _ _ | |! agg | —_ i a. ii “EX. 10" UTILITY EASEMENT CTR. 8”PYC(S,NE)=7.16 \ Psp : \ ; ieee 18331, \ | ear S bt 5.001 TYP pls.o _ D.S Nb 4118.33 (B) ame | i @ | NK Los aa Jf ea oN aes male = nl ————— Poo : | iS soe ee : | © | - ee re P KO NO Re SDdO NO. 34[ttesb} Ar ae a, i ry i-—Ex 30° RAILROAD | | \ EX. \SSMH __. 14.9 (EX) Ltd SDCO NO 30) SBCO NO. Hf SDCO NO. 52 a he . a ee. .s [19.00 | i — | EASEMENT i | sc RIM=I6. 76 eae sails IM =| 18.5 RIM|= 18.50 RIM = 18.50 RIM |= 18.50 Sp bye LOT 1 om so Nak ee ae : : : |. RIM 18.50 Cae i A | “{_ CTR. 8” PVC(S,NE)=7.16 18 GEX) (78165 6.65 ype 1670 L go+do © — hh 16.0 (Ex)-+—-—] Ye INV =) 16.00 INV= 16.15 sl Sealand LOT B , BINDING SITE PLAN FOR m4 — ——e . iA _ 3 ! \ \ 441 LH {76}05 OE. 20° UTIIITY EASEMENT BINDING SITE PLAN y S pry ae aa | : nll asia BURLINGTON NORTH i - O14- oy | CEL | ; \| PAR BSP NO * ] | oe - S » O14-92 | 2 | : VIN. I} | SP 378-79 a PHASE ONE 6"bIP_ CL 52 os {july | Wi: [| | fel £ WAREHOUSE CATCH BASIN i" \ - 14,8 (EX)-H~ w 2 RE 1 DRA | | lor \ a i bal FIN. FLDOR = 19/00 GRATE = 15.0¢ SEE DETAIL BELOW jf ig ih L-4 CH : INV 14.50 UPPER it iS) | 4 _ il I , | RA uu! INV + 14.00 LOWER \ i21 / S4- | STREET LIGHT ON 16.1 an + | | bs \ / f ae 3x3 CONC. BASE IH} oe f ai ie | | | ee ‘|| moi Ss NITROGEN . Eo _ of ify i 4 a P STORAGE PAD - TORM_DRAINAGE ue x | N DRAGE ~ | py Pp ~< | at pee Hh | + \ =) | 30’ RAILROAD 3 test'o6 —LEHP in Cas 15.7 (EX) p44 fend nies a EMENT Lu o e+ 2 go & ill }! je) 1 ot Mors ELEC” a ji /} / -_ & | _) : gp ty oon if // i] bi) be 8" |Pvc_SD 8” PVC $D 8” PVC|SD > tlh LEX. C fof | _— | a | | rr a {RIM= 15.36 : C3.No. 25 IF) ry LL, ELEY phe SDCO| NO. 22 spco Nb. 23 ie | a Lu _ | i\i8 || ae ema: i a op —_ _ Tritt Bitty azo) lim = 115.70 RIM = 18)00—- — fb] ay JDCO_NOL | i 7 iy WnURr ER , \ OT.=10, 2°DIP_CL_ 52S i ial / = 113.7C iV = 156 : AIM = 5 \ | | | 12 DIP Ch 92 Si i} , Ly bed INV, = |13.70 cL INV = 15,50 . Ay RIM 40 20 0 40 > 0 | \ | | | 15.1 (EX) — if Lf ue fakes \ | 1.70) Ios 15.40’ (17.40 ] Ds 18.25 | | D.S 19) a, @ INV = A = 76°03'49 a 1 . Po h { memeworys 1) . im wry Ty 1 ’ | \ 4 \ | BPM > CB_NO. 20 OT LTT Ni pl er et UY AT Fos | '@ QB 5 R = 443.37 <x Vii} & | TS <eower ee Pe DL re) So ¥ @ (5) QR Q_ © [s91@ fa09) | ~ 4 L = 588.60’ SCALE IN FEET ! Mahoyvy | Pa STUB--OUT EX. 30’ RAILROAD EASEMENT——A4 / / | aa aun CB NO. 21 \ | Lek ‘ | Hoo} Slat | 4 MARKER POST oe | Firs, yo \\\ [aforesaid I ‘Sy fF a) es } iy A = 70'58'36 W/L) A pa Liz’pe / ns SDCO_NO. 24 a ae \ fee| je 10° LANDSCAPE & R = 380.84’ rf i 4 \\\ ji cL 62 SD / TEMPORARY STORAGE ~ RIM = 16.90 @ _ ; | \ UTILITY ESMT, L = 471.78’ / [br | _ i iat (78.00) / BUILDING [= . INV = 16.50 48" oa 13 oa 54+po | ca No.5 JJ Wyle Nett |B a Ne = of 0 this - Co iO. 4 | ! 12"PVC_SD wi WLM i Ul if Sil Fis.60 / a 5 ND. A - nt i = : mazes . oh f " \ sspsmnas a a) S L m~L — P | ey OUTFALL NO. 5A Uh / Mil N [WD gee RS 62 So * Jy jf | vo - OXYGEN TANK DATUM } fs —e 7 a oie, ee Jf ff fl f XY EL pam y ubkh 445 lal on / -| ( \ f N WATER QUALITY POND NO. 3 fi vasarh iN . Ti CBN Beno OF RENTON Cl / / HORIZONTAL DATUM: | lal / \ 4 ‘ tH ([1a70] mn \ (24.70] RAMP S ANDARD DETAIL tf CITY OF RENTON oO ft | yy " 2 \_. CONTINUQUS C v} any 1 \ Pa me <5 Lag, | | | \ % : . | (AND we RAMP ALTER} NAD 83/91 B two S| | | i DETENTION BASIN ———-~\ rh i ios # F-08 | [ . ' " MCTAH C CQuCce p= i fl } Oo . ‘ = aay nes . fevers |. os ; A a ay, NP AN iK iS ! | [ a SEE DETAILS SHEET 5 3 i on \w | \ f= me ; a ~~ tot | , fos 3 f. ; y 7-PROPANE TANK VERTICAL DATUM: | | - WATER QUALITY POND NO tal Meer ic I _ [~~ S77 ; ie CITY OF RENTON ; an rz an , Y (4 keB NO. 1 | # INTAKE NO. 4¢ Wd | = cae | OT 15:05) aoe | 2 (OE REE WINER RRA RAR OP ao I, Jig? CONTROLLING BENCHMARK: STA, 1+10,33 \ ‘ \ ; 15,00 [7476] REO Onn S S. ye pea "CHISELED SQUARE IN CONCRETE WALK LN petnet ing 3 vet eee} . \ oneseT F288 Seo / woe tS es oun eal \ yh 6.5 FEET WEST AND 1.0 FEET NORTH \ | 57+00 wads SOX Jp fe CB_NO. 5Bi! OF SERVICE ENTRANCE DOOR TO 12” PVC_SD : \ i JS - oe MY Gy, SAM YOUNKER’S DATSUN.” CB_NO. 1 f a eI __EX. SANITARY SEWER INTAKE NO. AA oe 5G ? ire ELEVATION = 20.94’ STA, 1+07.83 bMEND = STUB-OUT oe _ LOE GEES AG" PNG $0 OFFSET 0+00 SK \ S/ WATER QUALITY POND NO. 1 eri fo cB No. 9 | [i700 | : Oe Ney on a’ss Leb \L args \ > \ | an | <cnaaas | aa TF a LLL OUTFALL NO. 11A ° NN \ ‘ (~ POINT OF EX. FROG Bee pe t on a BA | dl orm cl so kn te >, a a ae : 4 t\I\ \ | ELEV.=16.66 eee o§ Soot Kegiee fom pero os DIP CL. Ty eae de - NE oe NPS EX. SSMH a \ \ \ FOE ARE DS ESB we 4" ; AVE en at fine bist oe be go OPEB (OD) RIMET TT AES, Pa \ —— . pee OC KEE SVE yy pene et | een Pe HPS ~<{14.80 | CTR. FLOWLINE - \ h to oO -, : (W'S,EN)=8.81 4 HH TELE : \ / | 15” slic sp 6 Se) eh Se A S-EX. SWALE 7. a ee — 1B OO EX. ~ SWALE 2 je |O NON) tose \ ae = LE ee / es JS foe - Sa . si pas \ a i ; a EEE Se eee og a“ 15.00 | ; = rs " : ai ee aneaae ; : am 4 ‘ ¢ Sy F—— [15.00] [ ee et ee eo ee oe LC N87°50’47"W 517.58 7 ee mm Ss eda aapiaigee —s | 150 (EX). fe - —i . <9: EX, BERM —" STOP SIGN =< == ’ - a - eo ee: ee an | a as ies etiam ag —NB750'4 7° Wo oe be 290.84 Ee iene wate: ree em re a , = , —pts To a Le INTAKE NO BAST Y Px, SWALE : - | i [ [A I de os INTAKE NG. IGA XY i. yg TY = = EX. SWALE , (ene aera ea ain ing — oS 16 TE TIC eS OT 15”. DAP—CL—52-SB—— TT IE ~N EX. SWALE iN rll nt : sa tL bare aes Vase Ngiecnis isninanes eee en See a EE in © = arn Ba - ee = sce oa ae ee ee SSR INTAKE NO. 2A i ne EX. CONC. CURB——™ EX. 12°GV 1-EX. KEYSTONE RET. WALL LEXPIRES_6/28/o1 STREET LIGHT ON nee : 09 : os id ~ — eae aerate its — a 5 eS 3 ONC. BASE > . - pe \e eral See AS EX(2°SD xe ore EWS As eccecammiiaa ‘ » wens 12° W me ——i 2" W “a O0——bylkrt —s 412) Wot a eos V2. Wa DEVELOPMENT-PLANNING Ey GONVEOTON cu extiesp kot 4G GEX. 12°SD- oN (90) 4 ——~ TE] f RRA SSA SN 2 EYE SE a =\ 12" Pvo"SD «EX. 10” KEYSTONE RET. WALL ASPHALT EX. 12” DIP WATER CITY OF RENTON - io PVe a em CRT A _ — ' ae j sn ~ 1 oe \ ween \ LE. 15°PVC(E)=15.79 ih | - Pa . <= . a — ges po AN CONTE NO. 2” perewnon Ponp | | nem A = 02°33'59 — . / B Horton Dennis & As#@clatés, Inc. Dw ‘ oT \ oN [18:50 ] | 4 \ ————ae bei 7 it} | A = 07°51'28 R = 605.87’ A = 03°49'33”" EX. 15° RENTON—/ CX AIRE HY! = i A _—— re: co —_—— | \ \ > CAPPED 6"PVC(S)=15.57 {| | ; ; ITY EASEMENT EX, FIRE HYDRANT ~ ~ Consulting Engineers, Planners, and Surveyors bb fy “= fie7o], ee N EX. 20° UTILITY EASEMENT j \ \ \ XL LE. CAPPED 6 PVC(S)=19.57 R= 605.87 L = 27.14’ R = 605.87 UTILITY EASEMENT LOT p>) EX, WATER METER a | KIRKLAND, WASHINGTON REOEIVED iq 2 a \ \O\ ALLE: CAPPED 8"PVC(N)=14,13 L = 83.09 L = 40.46’ I @ SITE PLAN FOR iS | elegy Ade WOUE a =o \ EXISTING 30” RAILROAD EASEMENT A, - BINDING § e CITY OF RENTON 5400.00 ACCESS ROAD “SN 30’ INGRESS / EGRESS EASEMENT oe / .\ BURLINGTON NORTHERN ASPHALT \ hoe arin a EXISTING HOMEBASE DEPARTMENT OF PUBLIC WORKS \ BX Fee ics BINDING SITE PLAN FOR | '§ '20oNc.=14.38 - | . CLA, i ou > 49" CONC =15. 78 —~ S500 \RIM=T6.75 BURLINGTON NORTHERN | (& 12 0ONC.=15.78 GRADING AND STORM DRAINAGE PLAN LE. 12"CONC.{E)=9.84 BSP NO. 014-92 EX, DETENTION BASIN LE. 12”CONC.(W)=9.85 CONTROL STRUCTURE (HOMEBASE) FARWEST STEEL - PHASE TWO LE. 12"OONG.(ESE)=15.74 TEMPORARY BUILDING LE. 12"CONC.(SSE)=13.52 LE. 12”CONC.(W)=12.94 DESIGNED: TK \ BOM DATE: 05/05/00 FILE NAME: 996600B2.DWG < LE, RESTRICTOR PLATE=10.92 DRAWN: SN PLOT DATE: 05/05/00 OVERFLOW EL.=16.39 a an ace. 1 REVISED PER CITY REVIEW BoM | BOM 10/1/96 CHECKED: CNW SCALE: © = 40 ae eae NO. REVISION BY APPR. DATE APPROVED: DIRECTOR OF PUBLIC WORKS SHEET: 2 OF: S TP-00-Ob0 SW 1/4, SEC. 30, TWP. 23N, R. SE W.M. —— EX. CB ; 7 EX. CB poe ME as RIM=16,0 EX, CB Ps ae oe / RIM=16.03 _ / -. 8"CONC.(S,W,E)=13.48 ae / RIM=16.48 RIM Teac (N)=14.78 / LE. 8"CONC.(E)=13.52 / LE. 8 C ( ) \ RIM=16.59 / 1 8"CONC.(N)=15.03 | LE. 8"CONC.(N)=14. bot =12.0 / EX. CB “y SeMH \| LE, 8°CONC.(SW)=13.72 / iE. 8 CO} ENS Ves BOT.=14.7 BOT.=12. RIN=15.05 : ee . \ B”CONC.(N)=13.63 Z BOT.=15.0 | TR E T LE. 8°CONC.(W)=13.59 cg womens NS eee 18.W. 34TH S 7 . , : \ EX. SSMH 5 & \ / E AN T-—-~-ml yt LE. 8°CONC.(N)=13.17 a on _— —36"SD SR EONG base \ \ \ /RIM=18,78 —— RIS 18 SE \ \ ‘o \ / ee TRE in a as 5 eso = - 3x3 CONC, BASE ~~7 | \ Me / cr. 8”PVC(S,NW,SW,E)=6.58 LE. 8°CONC.(NE)=14.2+ y \ | \ / . [= sera OY OT ne an a O ) CURB CUT —_— / = ' \ - = G : » Cc. CURB & GUTTER et / /| \ \ ~~ / a =F = 36"SD S25 a [ re fom 8"ss = { A f | Enemas ao - —> 11.717 40.00’ 12.78 = f } 3 oe JS ae BYSS a et 8"SD a a a at e & pa a <i \ ~ of "SB a o ess ay \ f ir C i ° of a = @ "2-—SUDING GATE — Ex. ASPHALT-@-—-—~ a | san \ ‘ ~ = idles B"SS a ie RUBBER PVMT a / f = 7 XG 5 g = eae a = ——* i oo ae" \ Se, Sop ss Ly LB°SD oS i L on a a / o x 4 be / ‘ - — \ fhe f= Yt | a aa okt Sf] 8 ex. aspHaut — sa a a : a = === = prmee NN y ee en oe ee — aaieiestemneamenn soenceceantinneeneit . | e ’ ” . Wi yee 7 + t 5 f _ > =) 614+49.17 LIND AVENUE= | att Meet a 5 al san STOO 25 We tilly +. 2” MAPLE (TYP)® ne / ao ee STUB-OUT - BOLLARDS KAN MA a +00 W. 34 ST.STREET 8 \ g? a 3s J : en Ss *5 TELMA \ ° CONCRETE PAD ps %0 rs UTILITY EASEMENT. NK. MARKER cmnacarae sie ol al my, P. SIGN a 7: Ps iM ae — ens aa ~- $ mone — i =17.14 f eae. aay BX TEM 7 IGN _ / NO \ e i KA octet coe a _ _ = Ere i? i A WV} Es - THT EXA2°W ort rs 61+49.17°B 7 es 5 - a ee eee ———— —s Le Suni poe ELEC. \ \ eo iy} B oe Te ale § EX. 12” GATE VALWEISIN WATER MH ~~ ee aaa ' \ —~ _\ \eN { ae \ = a) ; c ss ee Oe et aif | | | Ene ones Ae \ \ aa, ip 4 sag ax |. EO mf = Lt Remove # OF EXIST. \ / \\ $ eG \E — rT ELEC. - EX.12"W Le : 3 —— Lo eA Bry EXTRUDED\ CONC. CURB \ / walls \ ee xe soopey wy * leaked EX.12"W —, i _— bs ~~ Pil ‘ea rem (a) = Go ™ A), STEED . | (Ay g lo | | oO. \ / aa \ EX12°’W 4 ate foe a ‘ % / Ly wee EES 2 ee Eee —— stop _sicn I] / | Olt | | \ \_STREET LIGRT ON_ | / aS \e 4 / , ia _ a ' ; , { 5 ee ig ee __ writs STOP SIGi —a iP Oo \ 3x3 CONC. BASE | ; om ee Ss \ Z / hk we \ t - io (EX) Cy q Lg! CEMENT EX. STORY DRAINAGE ee MAIL BOX! — a) 0 | | \ x3 © ~ \ / QA fe SEN STORM DRAINAGE | EX, FIRE HYDRANT— a y CONCRETH SIDEWALK STUB—-OUP EDBE PAVING ; tl — EX. FIRE HYDRANT “/ AOR | | / . a Bere: ee el *50’09” 148.50=—F GONG.| WALK | 4" THICKNESS MIN. ° FL |Lth l YX \\ | wi fo marina \\ eT RTUB-0U UTILITY ESMT. y NO1°50’09"E — WS TS CONC. © ba) , a * * Qype. A 90°00'00 ‘, \ ‘L- Ex, CB \ / awe RETAINING WALL =< Wi > | iT it 00 |) c_ee: ee hi DW ge i R/= 85.00% + RIM=15.50 \ ae a | ead ty 5 i. r HN & - Zo? 1 B°CONC.(E)=12.67 . + ON — , i I | / ' vy, “= 86.49° \ \ IE. 8"CONC.(E) STREET LIGHT ON \ Z . tT | RNai6 64 “\ “| Qf f ? \ \\ BOT =12-5 \ 3x3. CONC. BASE LOT 8 a 15.1 eo}, PHASE TWO WAREHOUSE ———ah| | et ft | EX. 10’ UTILITY EASEMENT : a 4 LIE TO asl 5 ~~ . - \ ea NITARY SE 4 " “? ae Lots « t 10”FLOWLINE(S,N)=6.04 Ae | ae \ \\ EX. SANITAR SEWER BINDING SITE - ae oe b bes 70: G4. FE _ | 30.00 | | Sd 7 ee \ STUB~OUT re ’ . . ! : E : ie i x oe ; na OF NATE 4 J ! VAULT LINGTON N | a “3 typ? 13 i . iad . i = : NAD SS -\, "SN WATER MH —~_\ Ex. 12 GATE VALVE IN V BUR SP NO 014-98 | = 65.27 wih | ; _ ——EX, 30" RAILROAD \ SAY if Opeuye RIM=16.84 B ° | . a ‘2 | kK j ar EASEMENT LOT il EX. SSMH ‘| 17 i a LEGEND /ANALYSIS be -KOABING ‘| __ CONCRETE hil TIA SITE PLAN FOR RIM=16.76 o AA ELA ) & ? BINDING HERN CTR. 8"PVC(S,NE)=7.16 ' / AL \ NALYS 14.9 (0) 4 OT B BURLINGTON —_ | \ Seer PHASE ONE: TALL / 1,500 SQ. FT. = 42.6 STALLS. 14.8 (Ex) ~4 é eeaeene BINDING SITE PLAN POR BSP NO. 014-9 . iMai6. — S 7 a 7 16.0 (EX) l—Ey 99’ UTIHITY EA b SA] Cir \Pve(s.Ne)=7.16 WAREHOUSE = 63,868 SQ. FT. @ 1 ie Face, er: ear AT EX. 20° U BURLINGTON NORTHERN a 1 dotdo® | ae OFFICE = 2,768 SQ. FT. @3 1045S ' sia aad BSP NO. 014-92 % \ | Sai = 8.3 TO 12.5 STALLS. | 10 58 STALLS \| P ARCEL A \ REQ’D = 5 : : ire) | a TOTAL EXISTING PARKING STALLS = 81 STALLS. IL __| SP 878-78 a Yr 4 ADA PARKING = 2 STALLS. A| oS 5 EXISTING PARKING “ | | pooIN INCL. fo wo sie OIN E ] STALLS TO BE REMOVED i on : oN ine 1 STALL / 1,500 SQ. FT. = 64.6 STALLS. 14,8-Ex) HL Pin A i: % ior | \ WAREHOUSE = 96,938 SQ. FT. @ : 5) = 8.3 TO 12.5 STALLS. ~ i WAREHOUSE | i > FT.) X (3 TO 4.5) () | Di | \ oo OFFICE = (2,768 SQ. FT./1,000 SQ. “Te Ps </ | al 63,868 SQ. FTL 2 CONCRETE My. | jr oe TOTAL PARKING STALLS REQ’D = 73 TO ie ° 18’ PERMANENT UTILITY ____/“ 4, ©) i FIN. FLOOR = 19,00 VITROGEN S RETAINIRG._ i if / f incen TOTAL PROPOSED PARKING STALLS = 75 STALLS. EASEMENT TO CITY OF RENTON fon STORAGE PAD |= iad ae Leff EX, 30" RAILROAD \ j2zl / Re STREE INCL. ADA PARKING = 3 STALLS. | | © | 2 if / i EASEMENT Le a he ee Hy | tf | \ / | a LOCATION AND SIZE OF ore CUTS HH [| = | S He if i = ] if f j ‘ | wal \ STORM DRAINAGE aye = 30’ 15.7 eof ¥, | Sy / jl ann SHI | Ser our TRAFFIC FLOW if! Yl = tata G AHET . T. 20% USE Hy] als FICE “EX. 10’ UTILITY EASEMENT Lu ~ aoe LEG J a B0% OF TRUCKS INCRESS AND EGRESS FROM SW 34TH STREE eae) ee A See hao see f a ae 0 40 Otte 9" Sp ~ NUE 2 s TRUCK |BAY 375 cae one er eae Or | LIND AVENUE. AND TURN AROUND ON SITE. ry} 4 | A « WDPAS mm | = | q \ ; i : EX. CB THE VEHICLES BACK INTO THE LOADING DOCKS i iff 20.00 , eA L 2 ; R = 443,37" ee za zB | | \ ( 1 | Ge S°CONG(Nmt Te wire: Srdes if iM 7 ate e) | @ . L = 588.60’ SCALE IN FEET | \ . BOT.=10.9 PLAN. 15.1 (EX) pa it EE ° , o& ~ Wt ® 8 | | | ! : ee © mai 3) @) 6) © cor © © | 12.00" > a 4 | | E 2 \ NS = Se : wets | oF A ex e a fee DOCKS 29" X 50’ LOCATED ON EAST SIDE OF EXISTING AND sme a! \ | x ; | = 7 < X. 30’ RAILROAD EASEMENT——4/— = <x »\t | 3 | T >< power PROPOSED BLDG. SEE SITE PLAN. EX, 28! IEAEROAD EASEMEN / a ars | | 56.00 ae, hes Holy | ZL STUB~OUT AREAS A = 70°58'36” TEMPORARY STORAGE or | aa 12.00" —™~ te ‘ a MARKER POST o“_-*£, = = : + eo “Ss Q | © if be ——__ TOTAL SQUARE FOOTAGE OF SITE = 5.63 ACRES Ss Sah ea / STRUCTURE a [| _— \ Hd | Kr «— 10° LANDSCAPE & BUILDING SQUARE FOOTAGE L = 471.78" Jo RAL ROAD_SPUR ie ee Za | i! \ a UTILITY ESMT. EXISTING: — iz \ “——— OXYGEN TANK 7 i | \ WAREHOUSE, PHASE | = 63,86 = , ExTRUDED CONCRETE EXTRUDED CONS, a | | sd+o AREAS TEMP. BUILDINGS TEMPORARY OFFIGE = Se 3, a |__| CURB (TYPICAL) ee on eee CURB (TYPICAL) cat OFFICE =<, os { CONCRETE SIDEWALK \ TEMPORARY STORAGE 836 SO. FT. ity OF RENTON icRE- SONCRE ; | \ fe! | | BUILDING = 9600 Sa. Fr. mre es RAMP. STANDARD DEAL, 5 SPACES G 645.00" BIKE RACK “y } oo aA POSED: NUQUS CURB RAMP 25.997 9’ ~ 4 ie tan | | | i ae TEMPORARY STEEL =n i PRO WAREHOUSE, PHASE 2 = 33,070 SQ. FT. $ 15 Pergo Bexap AHTERNA TE 25.99 9 — 4 _-#R, TYP i, Lor OP ANE. TANK 5) ] | | | \ / .| STORAGE = 3240 SQ. FT. TOTAL PROJECT 99,706 SQ. FT. ; / / oe: ME y } OF” RENTS | F Ss, L. y ‘ff co / | iq IGHT Mt ff \ \ 1 &h if YS Dial i vii BUILDING HE VIOUS SURFACING \ | «J / mt | 3 TOTAL IMPER \ " P a mg l (1) | ) = 3 Ue — EXISTING MFCR IS tan oes Sa) ET 6’ HIGH CHAIN LINK —~\ | \ SRT YP) / 12.7 SN oS cA \ BO fi , of PERCENT SITE COVERAGE PROPOSED IMPERVI cnpenrenig = earn ee spaces @ s.0b' <laoloo'| «| | Ae : " ee . < \ i 5.24% TEMP. STRUCTURE TOTAL SQUARE FOOTAGE OF i. 10 SPA aoe | | : a _ . i __ ' ‘j - / % Fj CODE REQUIREMENTS ‘2 J \ A ee ae Sabie ; BUILDING SET BACK FROM PROPERTY | = | ‘| SV" q @ x 45.89% TOTAL BUILD! | fe sit Me clOUF a % Y / T fH [= ” ig \ LINE AT SW 34TH STREE , | | —— ty —— “we . BUILDING HEIGHT © J 22 ot OI KET if NT UTLITY _/ Z a7 ’ 4 a TY R N TON ra a 97 00 ( ALLOWED = N/A PROPOSED = 47 | | ti 1 ole C £385 eA ESMT TO CiTY OF RE @ \s} | EX, SANITARY SEWER — 115.007 [10 SPACES © 9.06’ =| 90/00’ JI. en 29-06 . D-—% Alea o ) a STUB-OUT T = 40.42’ \ bY lt aizjoo! & fae IA “Se a OAK | NY b= 7778 SELES. 9) 9.00 of 17 DO EF IE 08 STANONG VY 74 Ce, : week em | ‘ | * lh \ AEE ee ZO wry LIGHTING FIXTURES 4 "Ss - A / JoUl a a = OB OO Co ge . ec 8"SS —H-— a’Ss ’ — POINT OF EX. FROG ; Mf SES Ohh ee j af og a ae _f-—16-—"~- EX. SWALE 7 [ : Yr : : 3 Lee x Sy ; Y [ \ | ELEV.=16.66 a Oe AES SALLE. gO _— - =, i ae OOO EEX. SWALE Ae = Seauipeeaetesen eames ——— f ~ f \ \ 4 a, - oO VaR A fey 7 noe =— - = soci a a a al J “ ee ee al ad ete ee EX, SSMH vO \ “ \ a 18: No oo é po eo ee \ + _ \ : ; “- : ’ — alll 7 iil mac £ ————— —— a Seti aren eee anton ~~ 51 7 5 8’ LC 7 INIT Biveal 7714 a ™ 76 ; rk ; 0 \ ee __ pn” cai +45” _ JPME m Te HLONUNE ‘| Ms c \ OS ee \ 2 é fs ih, x —_ ga oo -~ — N87°50'47°W EX. BERM DEV eiTY © “(WS,EN)= 8.81 | HH ELEC \ 7 \ \ ae , —_ fel Sf, “Ps, aL “a Ker fi _ Le fo _— a oe | EXPIRES 6/28/01 | ii is |O @ 1 | dese | ee el - : ‘ 3 YL x 3 TD _\ dee XT OLE. 15 "PVC(W)=15.97- aaa : | rn -— EX. SWALE ” ELEC leat ee to eed Ss aces aa ty if id a Cal i \ a we Oe a nd = | — EX. SWALE EX 10°GV LEX. KEYSTONE RET. WALL [ ne \ a \ - i Ye a es 4 6 : CURB _ EX. 12 GV ani ‘s ee ae een {i Se ee tot ee — EX. CONC. CU —s ae 7 —- 12° S OP SIGN Y 56 +00 ep _) een 2 ae 1 * sa ry 64) byl —e 12 W +5 ~~ 7 ls o, i i tf t an | iL —_ — \ \ 42°?W —=12 = ASPHAL rT ~ a iz DIP WATER ~ — uf a an nS Po A N rope be . ‘eo epee KEYSTONE RET. WALL : aly i ‘ . ‘a ~ CAT ee Re ee — * glee meri ge WAS SORai Sopa \ ee 10 aude ya QD Horton Dennis & Associates, Inc. P i cae meee SP = — + SET 2"SD pe : BN R = 115.00" crear m \ LE. 15"PVC(E)=15.79 i ~ Consulting Engineers, Planners, and Surveyors STREET LIGHT ON io i ‘ ap papas an ae ee ale <“ f ws w\ T= 32.02, ~ LA = 02°33'59 133" cy 45° RENTON—/ EX, FIRE HYDRANT ~ i" KIRKLAND, WASHINGTON * 822-2525 3x3 CONC. BASE ~~ ponent = EX 42"Sp seu) [5 ‘2 "EX. 12°SD~ oo \ a ae ee | \ \ x 2 B2.45 A 07°51 °28” R = 605 87’ A = 03°49 33 a Se oes LOT 2 ee sone METER Bice , = A Bi <, enone \ ‘ eee =, tf. ab _ : paces alaly = — * ’ yy AS x. me ME ft? ~, PL PAO LEA —— Lath ] AK DETENTION POND _ , R = 605.87 mh ge — Pt SSS lie omen cee R= 60587 | D714 [see 8686 ae : CITY OF RENTON 40.00 —. Pops t pe auger ee a “ ASEME! Rs . — oper 13 = : i ne ss a \ \ eo eka _—— \ EX, 20° UTILITY EASEMENT | \ NX LE. CAPPED 6°PVC(N)=14,13 BURLINGTON NORTHERN DEPARTMENT OF PUBLIC WORKS au NESS Ie epyy—t{ aocess RON \ sar MENT | % yO STING HOMEBASE Rw s eel LHe js F Mm NG a ‘ \.. EXISTING 30’ RAILROAD EASEMENT | % BAIS SITE PLAN _ at ae a : oe 7 \ _— een . . \ \ 56+69.17 LIND AVENUE a eed | _\i-= “S—- 30' INGRESS / EGRESS EASEMENT yi LOT 7 | eee FARWEST STEEL - PHASE TWO 0+00.00 ACCESS ROAD al \ =YTRUDED CONCRETE — ILE. 12° CONC. =1 4.58 | ASPHALT eng \ ex. ce aes BINDING SITE PLAN ae i GONE Te al TEMPORARY BUILDING | \ EX. TYPE tt CB CURB (TYP.; BURLINGTON NORTH oe pee. Eee oo FILE NAME: 996600B2.DWG 55 +00 ia ee B4 BSP NO. 014-98 | CONTROL STRUCTURE (HOMEBASE) DESIGNED: BOM / TK | pate: 05/05/00 PLOT DATE: 05/05/00 m 1A © sas ng ian saereaen TE a>" RONG pI =9,85 RiM=18.92 Coe . a= 8293 LE. 12” CONC.(W)=9.85 LE. 12"CONC.(ESE)=15,74 DRAWN: SN SCALE: 1” = 40’ FIELD BOOK: PAGE: ia 0 IE. 12°CONC.(SSE}=13.52 CHECKED: _ CNW iS ee LE. 12"CONC.(W)=12.94 SHEET: 1 OF: 3 L = 16.91 LE. RESTRICTOR PLATE=10.92 APPR DATE APPROVED: DIRECTOR OF PUBLIC WORKS _ OVERFLOW EL.=18.39 NO. REVISION BY : 7 TP-00-0WO SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M. 22'-4 1/2” EL: FA B R I C TH I S SI D E 17.50 DF A 4,9" El: 17.50 EAST ELEVATION SCALE: 1/4” = 1’ ¢ , EL: 39.88 VINAL FABRIC COVER aT IAD IN an /\\ WA STEEL TRUSS EXISTING GROUND —oo fe EL: 18.90 40’ — NOTE: ROOF SECTION SAME AS SHOWN FOR ELEVATION. IS) THE EL: 39.88 EXISTING GROUND i VINAL FABRIC COVER 80° SOUTH ELEVATION SCALE: 1/4” = 1’ eee Li [am @) EL: 17.50 os? PSY ote? ¢ NENT a Wh ed no ae = Horton Dennis & Associates, Inc. Consulting Engineers, Planners, and Surveyors KIRKLAND, WASHINGTON * 822~2525 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SITE PLAN FARWEST STEEL - PHASE TWO TEMPORARY BUILDING DESIGNED: BOM / TK : FILE NAME: 996600B2.DWG oni 08/11/00 PLOT DATE: 05/11/00 DRAWN: SN CHECKED: CNW SCALE: 1/4” = 1’ FIELD BOOk: PAGE: NO. REVISION BY APPR. DATE APPROVED: saeciia-or wullalic wees SHEET: 1 OF: 1 TP-GO- OO 56 13 ) S. W . AV E . ~ bi OA K E DA L E a VE . OA K E D A L E 1035.37 EA S E M E N T sw RA I L R O A D $0 ! UT I L I T Y E9 7 1 7 , PE D E S T R I A N | oP All | R a ig ee e 41 4 . 6 3 GR E E N G B E L T LI N D 38 9 . 5 9 GR E E K -— — | 50 4 7 6 5 ea s 03 5 ¥ Bs 7 —1 % SP R I N G B R O O K 43 6 . 3 0 es m M r ; 425.33 re n o ei 40 5 . 7 5 aL ‘5 ” TR A C K A G E tt RA I L R O A D Ri W Ri w = | | 4 we < (3 - > T bw { iz agp : —————— ——— ; 1204.25-—-——- a 1" UTILITY ESHT . —-—__ ix) it j Hes it | > . | | SHPL-125-89 | a Sd D4 32) a j a | P | | = ee | (3 Ji q| |* 3 3 4 ” “T R A C K A G E RA I L R O A D 19 L ~P A R KE K 42 4 . 9 9 45 2 93 — wD 2.4l Ac. © RA I L R O A D RS W - —— — = - — tt - T x (8) is} 4% sp379-79 g Oi. Ry wy (C4) N g | s.pifa-94-0 r 3 as 281.30 my US TR I A L KF 1N D deal 265 2 | Ba (2) R I S XN ! | 281.30 | k (1) til i | 9 3 + ft oe | | hebaraar— 225.99— - — 8 | Ss, 4 ‘ - Sw 34TH = ST. AS : ; iB cLIGHT INDUSTRIQ@L it a | | | | <= Hy " z l\ ld i rR Zz HES - tol [s Ils ‘ 4369 4569 EO a ris ly P AaiLRGA Ble i? | i soe uJ AB x a ad g fe a MVE Ps 4, cy 2 A a / SR, {2 AV E . 6 1 9 . 1 LI N D RA Y M O N D AV E S S . “| yeacxace esmr 332.82 = 20° writ. FST. | 251.59 ANDUSTRI eS -- lieeninaay! pudu SY > RD . are ee VA L L E Y 51 4 . 6 4 EA S T DING 394.27 — = . 4 - RETR. —— -TRACT Nn cen whee 'o See ESOL BURLINGTON NORT TON OIV 20° “tteiTy ESM. USTRIAL BURLINGTON 0 es M r - £ 30 7 66 j Or i e i t ' II B STRIAL es 656 6h 3 NORTHERN [20 Ofte a5mr, 4 jf SITE Pilla dy. mal 5.64 Ac. §1 1 . 8 4 ee 81 . 8 4 Jh h d 110867 er s I wT se t e et s ta t a t e ee e ea Se en , tn ee ee ne ee ee ee FN { & & 97 3 . 8 ] i eee herent eet ls TM ca l sreaen ps9 ell sree ates i}! | | CORPORATE SL orc3oma Mocoo] 70319 Ys angt]® mel 1 SP 13-77 i.) Z_ _ - - . ME O TER 5 1° G o o d oo r } Fu n d GH 0 163.7 S CE N T E R SIDENTIAL |\) web ll = wf (y e ? : S$ ) 74 . 8 4 7 Sl e e | GL b L 51 . 6 . , ee