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HomeMy WebLinkAboutLUA-88-056 - Large Format RI V E R T E C H CO R P O R A T E CE N T E R RI V E R T E C H AS S O C I A T E S RE N T O N , WA S H I N G T O N Architecture and Planning Leason Pomeroy Northwest, Inc. Royce A. Berg, ALA. Presicfent 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583 8030 : TABULATION \ eS ae | SITE AREA +435,600 S.F. ~~ | BUILDING AREA +113,837 S.F. \ | VICINITY MAP OF ADJACENT USES BUILDING FOOTPRINT £64,197 SF. *. C AD 2 COVERAGE +26% \ : UNADOPTEDS on SITE COVERAGE +15% %. \ ~ WETLAND x % EXTENSION OF 7 PARKING E.— — Sup, | STANDARD +321 STALLS sy 2 Oe, G ON No COMPACT +190 STALLS (37%) \ Pha: aaa ah HANDICAP +9 STALLS \ gee FAIL AD TOTAL +520 STALLS 1/204 S.F. @ 93% EFF. See ed ta ee anne oa Gaara. avon an RESERVE +38 STALLS Besta ers ar rerertaad ar A ine TOTAL £558 STALLS 1/189 S.F. @ 93% EFF. ATT ay ie ac ns's a may 7 a ix AREA Wi Be GDM AD SP H100 YEAR FLOODPLAIN VICINITY MAP ; a “Dems , ; 0 a a | . jb niftice © 405 ; é “x v 100 = 200 407 ! ii NORTH : SCALE TOBELEWUE aif vA “ SITE 15. = 4000" ie 44 . AY =~ erm < we; , > e : UNADOPTED a VACANT . oe EWITH RENTON © w= — ‘% = OF FICE/ WAREHOUSE WETLAND- : — ee | | : ve v P SEA-TA a, AIRPORT R 4 MILES v g ) LONGACRES § e SOUTHCENTER F | Fi e |B s » ~s = seem PROPERTY LINE Ss S z VALLEY , Be SQA LOT LINE F 2 | J GENERAL , ao" ~ : 7 Rant wy SY EXISTING CONTOUR LINES PZIDR 3 KE HOSPITAL try | | —_ Weve we NOS Ss 10 GRADER AE Py Activity sor _\ 218.9 ——— lo Pe, Be NS 44' COTTONWOOD as 50’ WETLAND SETBACK | —_ 7 oMALL COTTONWOOD I2" COTTONWOOD LEGEND YAN 0D COTTONWIGO2 2-12" POPLAKS a SMALL COTTONWOOD © TREES TO BE REMOVED 4 / yo BeTTONNOOE e TREES TO BE PRESERVED NORTH ‘ E IST, IG GREE ® PATH LIGHTS - ~ aS BUp EH BICYCLE RACK 2 = = eh ‘ LINGy. acta py ne ia On — BENCH ! a ies a an NOp - : a THER | Oo EXISTING STREET LIGHT : () EXISTING FIRE HYDRANT “-° PROPOSED STREET LIGHT : ~) PROPOSED FIRE HYDRANT ‘ “SA. &] TRASH ENCLOSURE Por Pr — > 2" CTT OND > ——— = ——— 1 WILLOW ‘ i ss — = \Z’ COTTONWOOD - = SN ~~. EDGE OF COTTONWOCD GROVE ‘ = Mahia — HORSESHOE, RECREATION _e = WOOU PICNIC TABLES (TYP) | = oe . a FUTURE JOGGIN : Zz _ ‘ " 4, = ——S TRAIL | ie i i; yy —= a, - iu ” ae eo =~ va = Air ttn ( > v2 = iN —~ LW! 2-4 A COTTONWOOD : - - 7a m - é : 3-10" 12 ¢ 18 COTTONWOL ; EA "Bet OLSEN ORCT RR ORORARRENTGC) OED elk . on 2 9% » a as SL = = | 4 j- 54" COTTONW me é - 24 WASHINGTON HAWTHORNE \ | ) e e on ie oTTOR ° A, 4 : : 3 = a <> =e L | | J : | If Ld aS en, " COTTONWOOD 3 SY ' IZ COTTONWGOD| Nj} 2-12! WASHINGTON HAWTHORNE Asi ROOD y Vj ine } == cr“? 4 BACOTTONNOOD mo ee = 5| |2/ 4 PB oo pat ECO ONYDORGEOVE > — / " ) . . ZL - a an bs C| © 0° ce - af eye op —S ; * Y _At's ; —— — a NE ———— = =_— ; — a. = a iC a) 5 = oe oo <> _ a 2 fl 21 O. si 7 bien : mee ~ ~ ~ ra — = ea a ee ee qa ; Xy ttm Maine See Se ae ¥ : ca oh HE = a 2 i } : ot i x. ee 2% seen ei a? 1a" 5 : : Ne a COD—> ; ‘ wi ~~ ao \CR Wee! LL S| EET aS Bj NG/\\ svteceen an EXISTING DRARIAGE SWALE EXISTING 20° EASEMENT Lite ~~ er ‘ 12’ WILLOW 10" COTTONWOOD 6" COTTONWOOD: | — 8" LOTTONWOOD 24" COTTONWOOD WIDE. PATH wy — 2-12"4 4" COTTONNOCD ACCESS MAINTENANCE EASEMENT 5! | c @ $ @® i | IO" WILLOW IS COTTONWOOD — 2d Cor TONNOOD 2 -20° COTTON I" COTTONWOOD EXISTING CURB CUT PROPOSED CURB CUT 20! Te 30' PIPELINE & TRANSPORTATION oj . uy} — | I wi { L | > AND SIDEWALK IMP2ZOVEMENTES EXISTING DRAINAG ae | S SWA | H —t a — ; _ -- EXISTING CURB AND GUTTER WALE | 4, @ AND SIDEWALK EXISTING CURBS iis wl i“ 7 CUTS Sc - : x; S EXISTING BUILDING | EXISTING BUILDING z ra ' | qd 4. ' a | BUILDING 1 | y : | | 5 BUILDING 2 = WwW = + vl, — RIVERTECH CORPORATE CENTER | = 4 I S Architecture and Planning DRAINAGE SWALE — i U ae wc aa a a + oO ' 30' a (a : XISTING BUILDING : 25 |50 100 7 EXIS | a oe grrr ee - 2 = Rye A Baroy AA es an RENTON, WASHINGTON ’ 0 1127 Pine Street, Suite <% | EXHIBIT NO._~ ; ITEM NO, 387-056 -£8 PROPOSED GRADE EXISTING GRADE Seattle, WA 98104 (206) 583 8 - NO. DESCHIPTION CITE. APPROVAL SUBMITTAL Bo! DUPER ACCEL REVISIONS PER CITY l SITE PLAN PLANNING DIVISION CITY OF RENTON D) Nov 28 1989 | TECEIVE JOB NO: 88014 DATE. :7-|-t© SHEET NO OF 1of 9 DRAINAGE SWALE ~~ UNADOPTED WETLAND ~ ' IL” COD WWiea4 BO COTA AY s a » \ (248 | Co c3omitnhiary \ + + \ oe ] ; ES N 145’ 00"E nee Re e l s G2 Ce e s oo ae Se St 4 TABULATION | SITE AREA +435,600 S-F. BUILDING AREA VICINITY MAP OF ADJACENT USES ee oes ap ‘ & 2 COVERAGE UNADOPTEDS SITE COVERAGE WETLAND EXTENSION OF : \ PARKING NACHES AVE.—K> | >> : aks ‘ie Nas STANDARD STALLS Rs a COMPACT STALLS (39.67%) (NR Setar ties akc oe See ere eg we HANDICAP +8 STALLS wait{ -” NACHES|CENTER Ray Teh | Sy 2 OSLER RE a nrc OA D TOTAL STALLS 9 % : MO’ i 3 a shat? ra > 7 =D ‘y PU Wy Ray feet = Pa Es Ee on as— 1/ S.F. BASED ON Rae | onan Msi pasar = eit xen ES 92% EFFICIENCY se oer ; re 4 a ie hi ve ty © Ry 4 oe - — = é 4 4 ES CNL AL 400 YEAR FLOODPLAIN | VICINITY MAP 10 BS , AN 0 59 100° © 200° 400° NORTH SCALE TO BELLEVUE 12 MILES MULTI-FAMILY 1000' OFFICE/WAREHOUSE REAITON éwith. ) = OFFICE/WAREHOUSE e e e Nesp 8 y, LONGACRES § ‘ SOUTHCENTER f ay aed % in ee E£- |e [6 || VAuey LOT L'NE F 2 | | GENERAL Se bY ; Por ite NE PE IDK. . . HOSPITAL TO GRADING AND F =e: ACTIVITY z MALL PTTANNOOD a S 180TH TO TACOMA | 25 MILES LEGEND o TREES TO BE REMOVED e TREES TO BE PRESERVED @ PATH LIGHTS HH BICYCLE RACK {3 BENCH O-© EXISTING STREET LIGHT () EXISTING FIRE HYDRANT “~° PROPOSED STREET LIGHT ‘) PROPOSED FIRE HYDRANT 7H CO R P O R A T E CE N T E R RI V E R T E C H AS S O C I A T E S RE N T O N , WA S H I N G T O N RI V E R T E C Architecture and Planning Leason Pomeroy Northwest, inc. Royce A. Berg, AIA. President 4127 Pine Street, Suite 300 seattle, WA 98101 (206) 583-8030 % as =. ig ae di n e r > A nh a - PA As e ok t fo oS ‘e o a j = s ‘~ « | SS e S i '6 s@ e as n h s SU E R N E ! : o. pa r i s th e os Sn a ae ae 3 += ta p e d 5 wh e e er e s x ae ~, s he os 3 ‘ bm n a WA a ® Aes ; z= EXIST NG DRAINAGE os: SWALE ft a te | 4») EXISTING CURD er . | = ' et ) | | | Sy | | EXISTING BUILDING FXISTING BUILDING ss | BUILDING 1 5 ie BUILDING 2 PR O P E R T Y LI N E FR O P K R R T Y LI N E EXISTING BUILDING K| —————-20' G2 .125 150... 100 a | : SS SS procna= cy 1D nanea ewe ursenmen RN TON, WASHINGTON 0 4127 Pine Street. Suite 300 Seattle, WA 98101 (206) 583-8030 PROPOSED GRADE EXISTING GRADE SITE SECTION A 1/50" , S h-O50-2B a mares 5 ' N 89°10'-25" W 81.57' FA tere tet Brronninans ; | 40° : poe! = Nis sig! @ EEN ASH EXISTING DRAINAGE SWALE- : EXISTING 20° EASEBENT LINE ; J = 2-126 4! OTTONNCLD ACCESS MAINTENANCE EASEMENT~ - | WY =D LURB CUT aol te : 30' PIPELINE & TRANSPORTATION | “i Te ae OF OIL AND GAS EASEMENT Z mare. K IiMPECVE MENT: - AND SIDEWALK Bass BNO. DESCHIPTION We , o | SITE APPROVAL SUBMITTAL 7- 5 BO' PUPFER ADDED |o mee Se | j Zi oe RIVERTECH CORPORATE CENTER SITE PLAN rz | Ss Architecture and Planning * Ww | ae . Ea RIVERTECH ASSOCIATES uu | 40' oa eo 30' PRIN TED SEP 1 9 1988 LPN Architects & Planners SHEET NO OF JOB NO: 88014 DATE :7-!-€ DRAWN «CS CHECK : PRL 115567 ac nc BLDG. 2 WEST ELEVATION 310’ BLDG. 2 SOUTH ELEVATION 120' 145° Pa 128 20' BLDG. 3 WEST ELEVATION 272' 90' BLDG. 2 NORTH ELEVATION Painted Tilt Up Concrete Panel— Tinted Glass— 270' 20 ' BLDG. 2 EAST ELEVATION BUILDING 2 -—Reflective Glass Entry (typ.) 55 BLDG. 3 SOUTH ELEVATION EXHIBIT NO. C (TEM NO, 84-956 -§F BLDG. 3 NORTH ELEVATION TH E SC H U M A N CO M P A N I E S RE N T O N , WA S H I N G T O N — oC Lu ae Pt | Lu O Y) Lu » O << =< Architecture and Planning Leason Pomeroy Northwest, Inc. Royce A. Berg, A.A. President 1127 Pine Street, Suite 300 seattle, WA 98101 (206) 583-8030 NO DESCRIPTION DATE SITE APPROVAL SUpMITIAY (p-Ad-B0 ia ) | J | eu r e n i a m a t o r m n m m t i n t i e s i J 20 ' BLDG.3 EAST ELEVATION BUILDING 3 NACHES CENTER lon THE SCHUMAN COMPANIES eason Pomeroy Northwest, Inc. Royce A. Berg, A.A. President 4127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583-8030 RENTON, WASHINGTON ELEVATIONS BLDGS. 2 & 3 ~ ELEVATIONS BLDGS. 2 & 3 JUN 30 1988 SHEET NO OF JOB NO: 88014 DATE =: (4-20-88 DRAWN: cc, CHECK: PRC, 115567 137'-2' ! , 224'-10" " - 1 it 77'-9" | 69'-4" , 77'-9" 77'-9 59'-5 ft 7 ‘ Concrete Panel ,—Tinted Glass Brick Panel -— Mechanical Screen Vv _—_ ee ee TS ——o oe mB r : 1 ESS f a | a it I wv z I I TT 7 45 ' : PES Be '— Main Entry Reflective Glass —— BLDG. 1 SOUTH ELEVATION ‘BLDG. 1 EAST ELEVATION 224'-10" | a | erriee ms 59'-5" 53'-0" 53'-0" b 59'-5" l _| 59'-5" P 77'-9" L Secondary Entry om Secondary Entry — BLDG. 1 NORTH ELEVATION BLDG. 1 WEST ELEVATION Architecture and Planning THE SCHUMAN COMPANIES Leason Pomeroy Northwest, Inc. RENTON, WASHINGTON Royce A. Berg, AIA. President 5 Jere hk Sens aS EXE NS A-OSG ES ELEVATIONS BLDG. 1 - emer a - , RECEIVED JUL 01 1988 BUILDING/ZONING DEPT. TH E SC H U M A N CO M P A N I E S RE N T O N , WA S H I N G T O N rc Lil — =< Li O Y) LL a O <— = Architecture and Planning . |. Leason Pomeroy Northwest, Inc. Royce A. Berg, A.A. President 4127 Pine Street, Suite 300 seattle, WA 98101 (206) 583-8030 NO DESCRIPTION DATE STE APPEAAL SUSMITALLG -30-68 ELEVATIONS BLDG. 1 JUN 30 1988 JOB NO: 88014 BESHEET NO OF DATE: (,-39-9¢ DRAWN: 6S 8 of 9 CHECK: PRO va EXHI™ > > ae | ITEM Le 8 4B - OSé FF a ea en eae od PROPERTY LINE EASEMENT LINE GREENBELT OTHER BLACKRIVER CORPORATE PARK FIRST CITY EQUITIES DATE JULY 7, 1987 PHOTO DATE 24 JUNE 87’ a 0 100 200 400 600 BLACKRIVER CORPORATE PARK JUNE 1987 AERIAL PHOTO SCALE: 1” = APPROX. 200’ 11/09/87 2A= PLANT MATERIAL LEGEND | fe eng iit WE WEE, PE) KPIS, HE, Laur7t, 4 ben Sa, Bog Rackets AA, ACHE LAH x epiiscis tre ronan, Abe TANGA) / CHE f Dae nO IZ, AAI PH OBBRL, ARHee mete MH 4 fea. “b-l0' Heke " Rano 4 aA B “tt - Peon RAH Ofeuis, ne a foro awe oe Hi, Leute, WET, Gag mae ieee 8 pen are ono, Pe, WAM < NO: OLUHI anne Hove | AKT HH | S\ Hie Polity pobU SI fabico lao. @ A a! at Gili te ib" ov ’ BU) bs, ABAD Ob 00 BAPNPHT on HEEMO| A Wa bLeiaH, i [SHH Cok, Hae 4 Cit et, p_ FRR PIPPI IPIA Ue GASTHs ~~ eT. wleetir WHE MATE AREY Kl te Dortuithe BY tHe mH. NOBAENG “Beg erry B. Apne, “uate Adak pptetinn “0 te werbueP ww ARCHITECT N 1°45 E re 16. 89" ae oN ‘ 9 a ‘i i — fie “s Fie —— , A 7 \3 yas SS 60 COoTTONo0D htagee RI V E R T E C H CO R P O R A T E CE N T E R RI V E R T E C H AS S O C I A T E S RE N T O N , WA S H I N G T O N Architecture and Planning — Holes Matera vie akg | : Leason Pomeroy Northwest. f re a & koyce A Berg, AIA President 1127 Pine Street, Suite 300 Seattle, WA 98104 (206) 583 8630) 8S 10' B1.57' : — 3 | ee KS ar 2 a. 7. = =a ZZ EZ Sa : 3 : s = —— 7 T = A t 4 ; | ‘sinha ae ~ . Jb Hee te 4 U 2 | EXISTING DRAINAGE SWALE a’ ri caret iia AEH THA A APE HS _ ACCESS: MAINTENANCE EASEMENT _— f F 7 a al L'a Bt— 30' PIPELINE & TRANSPORTATION =a k | =a OF OW & GAS EASEMENT NO DESCRIPTION DATE . 67S ATS EIVAL HEM TAL] 7-1 - BS | EXISTING BUILDING . EXISTING BUILDING RERVISIONS FER.COTY |ll- 248 LEGEND LANDSCAPE PLAN @ PATH LIGHTS sxc , | Va OIVERTECH CORPORATE CENTER ‘m BENCH | en RIVERTECH ASSOCIATES MOE 2CNTON, WASHINGTON eason Pomeroy Northwest, Inc. ] JOHN A. NELSON CERTIFISATE NL. 275? EXHIBIT NO. | =a (TEM NO. 34.- 056-88 JOB NO:88014 [SHEET NO OF DATE (7/79/41 a7 7 of 9 CHECK :-7 | \- 119688 p— 5O BETRACK AS RERQ'O BY CITY OF RENTON PEGION REVIEW SECONDARY WATERFOKIL FEEDING ‘ \ HABITAT @ RECHARGE AREA _ —__ ig ™ — \ | - PROPERTY LINE ~~ @& \ - ee , wo’ OD | 5 Co oe _ , LO LIM 7 9 a UNAZZ PTE? WETLAND — o a 20! SS =~ ~ LINES PRIOR w — 7 See, N 145'00 ——— NN Sa TO GRADING AND FILL ACTIVITY ee SE SN SMALL_COTTONNOOD _N 88° 1 5' 00” Ww, 350.00 os, _ * | Ale COTTONWOOD = : ————— aces = . } . TTT TRASH ENCLOSURE SEE (12 : SMALL COTTONIND \| CGO COMONWOOD RI V E R T E C H CO R P O R A T E CE N T E R Lu “ ; Y +r . ! BIS LU oo . | Se ie , Me : SMALL COTTONWOOD ‘4 |e ' f- Be ( . _ . : OS SS - SMALL GREEN AcoH, < > ; | Z on at O —! i | ne ia O : | | I all | = g Bell llee | a rm earalit || | be tus L Ry nh 2 oe : vw | + [ EMEX GEN, a 22 = | = i Be Te O 2 : y vit a: ial — : | . A 7 =e 4c 4e || jf 4e me 2 ae S | ® . ] peli a oi G Q: ts , | 14 — - - vA j re 7 20' 5} — a 4 . 4 4 _ LL © C) , 2 | (fMIN 7 -_ r ES ‘ IE | r Y 24 al 2d ber; 1 ss | | Cor 4 | = ml ft A 1 Se 4e |, | i 4 oe 4. fi 9 S(t ! ce ty\t : < Pa 7 : rite gehen, FEEDING . pa : mi (NR HER -4-TELEPHONE oles 4 gS oi CS | . © 4 y es es oe ae <= 2 a lO" Ce [TON WOOP _}: lg k INE . n _ eS! cOTT TON WQOD A GONE cwMaAil «+ “ Lug | —~ aa ct COTTONWOOD ——— "nn “< TTANWES Oo Architecture and Planning 1 i ele COTTONWOUP | / NE etree, Be y Q Ze f . / TY, & —_ / : iz! COTTONWOOD Leason Pomeroy Northwest, Inc. bs ( Cae = | Royce A. Berg, A.A. President > fl — rw | at —— i) &% 4127 Pine Street, Suite 300 ry SS ‘ ae — pocess i ~ . | Seattle, WA 98101 (206) 583-8030, = : av 1G se <~ a = toes y = Ne RE in “| a NO DESCRIPTION Se d ’ s -_ |. ’ ” : a oe oe > : | regis — ae ail , : 4 , ARELIMINARY 124 Uc } oe a: 2 4 | | ee = 32 pert iy te we re CVO, DEPT. SUEMITAK VF . zy al L Io" IIL] LOW! i. lO" WILLOW \ _ _ 7 Nu _~ REMIGIONS PER CITY lg | |} C) ! n 22" LOTTONNOOD= ® \ " ie! Y\ | “er WILLOW 361 LOTTONNOOD a eo ONpIpOD™ . B28 cone ee | al it! 4-2" WILLOW IO" COTTONWOOD 8" COTTONWOOD: | ~ 8! CorroNwoop 4 COTTONWOOD . > he ACOENEUM Ne. %e ® tata IO" WHLLOW IB! COTTONWS eter | er 24 COTTONWOOD (G WIDE. PATH ‘ ; Hate ¥ IN = We — 20' COTTONWOOD —2 - 20" COTTONWOOD ! . + ae LAPT a | | Be NWOOD EXISTING CURB CUT y) , ZR i a conencoD : | | . : fe < fal J L | eg ONN eae | « ! ROPOCED CRs | A, r 1 @) | CUT Bo' (TYP) 1 | QW 3 4 | wre 22 > PROPOSES CURE BNO x} @ o 5S J 2| Besse. a Aon EXISTING CLRD AND “i 1, © sd a GUTTER AND SIDEWALK ike o EXISTING BUILDING EXISTING BUILDING @ | 3) 5 AZ \e) t ' 3 0. SARKING | NOTES: COMPACT: 104 STALLS . ——————— —STPNPARD: Zia STALLS l SAE SHEET C-!| FOR LOCATION OF BUILDING, GRADES HANICAPPED: 5 STALLS anes eee eee | TOTAL | BLE STANLS PHASE | SITE PLAN ——_ Lif ly , , MAY 3 1989 Figy SCREENING 5O mics NORTH . sg 3 JOB NO: 88044 JM SHEET NO OF 5 DATE = |-2-59 DRAWN: CJR A-2 A CHECK : 115567 TABULATION SITE AREA +435,600 SF. | ‘ BUILDING AREA +118,000 S.F VICINITY MAP OF ADJACENT USES BUILDING FOOTPRINT +71,398 SF. C’ ens | COVERAGE +27% UNADOPTED& SITE COVERAGE +16% WETLAND : EXTENSION OF PARKING NACHES AVE. —> a ' STANDARD +322 STALLS a COMPACT | +217 STALLS (39.67%) HANDICAP +8 STALLS TOTAL - +547 STALLS ‘ _ Ly eee be ) - 1/200 S.F. BASED ON NES oe 92% EFFICIENCY a ) AREA WITHIN | : s Dt Zor Ry er a | : pea 2] ON aes Dg SW —100 YEAR FLOODPLAIN VICINITY MAP ly me : | YAN 0’ 59° 100° 200° | 400° : 10 MILE a3 i, 405 TOBELLEVUE tf a |5.| NORTH SCALE 12 MILES Li = ' SITE : 1 MULTI-FAMILY + 1000 -_— O UNADOPTED MnO Gh 4 it Loss. WN REHOUSE RENTON a ( ) | Ve MOOT OT. ; cs VACANT © slags orn e ; Waa OYE eo 7 ibe cca BH Bw7Th. WETLAND Sle ee (pee ! 5 i \. : % oS 5 al ; - 405 <I ‘ 2 8 Co ceric | c | Se is 3 O . & Cur TO € ; . nm —— a | SEA-TA vw i) is ‘ = nibs AIRPORT \\ g — | \% i> 2 ‘ , LONGACRES §| e SOUTHCENTER ) f LL LL. 3 & = PROPERTY LINE 2 | I VALLEY ‘ w O - LOT LINE 2 | J GENERAL dp) as EXISTING CONTOUR LINES PRIOZ | " KE HOSPITAL | €) TO GRADING AND FILL ACTIVITY ‘ : SMALL. COTTONWOOD —,_ \e0TH Li [;- 3' COTTONWOOD | a <_ = ; = , , 25 MILES , 3 Sat aE ARTES: » a oes pereer pa 2 Wee UTI , Zl = - | Je U | | | | | | | é lif P =e sad a I2" COTTONWOOD LEGEND YAN : an ; 4 | GO COTT GO 2-12 POPLARS 3 ¥ ‘ vey ol ae eae =| — SMALL COTTONWCOD © TREES TO BE REMOVED @ 4 % : 5) | SI IZ. COTTONWOOD e TREES TO BE PRESERVED NORTH ; ALL ileebiies ii w PATH LIGHTS i ae ; Qe | S\ ‘J | HR BICYCLE RACK thir LS PROPOSED SIDEWA in ENCI ul : , (TYP) ate = Bence Architecture and Planning : hee gee 4 aS o-) EXISTING STREET LIGHT . S | ae tet =) ; () EXISTING FIRE HYDRANT aa S : ee a a) 4 : S\t} Pe meth oe {2 o-« PROPOSED STREET LIGHT all) 4 59-5" | 145' : é + — =a = S> aan ine Northwest, Inc. 4 it oa | 12 i py oyce A. Berg, AA. President oe ee | : Set eae 1127 Pine Street, Suite 300 4} SUH fe | | se i f } Saas heme Seattle, WA 98101 (206) 583-8030 + \tj20,—- 6 } ia 3 = ) og EDGE OF COTTONNOOD GROVE i av . y Ne | T t a —— : TTT hg i & | 4aint— a J OVERHDNG? 128 — >= —? aa HORSESHOE. RECREATION ; 1: —| + 0 SF. $ QF al 4 en - : : : = me io’ i | +9100 , TYP, + = 137 H 272: of 7 STIRS — WOOP PICNIC TABLES (TYP) pal fe £2 é a Te IY » | ; +S >= iliclinas 4 2. ee : ee ee | 4 0: ie oe | +23,000 S.F. i. i == as , + is a rs O seecees eee ial a0 iD SSL > ~~ — a : Se om | —— MALL COTTONWOOD = “i \ * e \ Lo nin . aN in + Shinn QE AREDEDED DE Pa aPE EES) iF 3-10%,12 * 1 COTTONWOO IC i. e <Yy: shed he {ace ee hes REEL PSEA RG - S id SES i a ‘igh E> | | | | | J ‘ 54 CortoNnoop— et KL TR L248 WASHINGTON HAWTHORNE Sarr lla 3 TT, Se N\N ag VJ SS = = == | ene = 2-12' WAGHINGTON HAWTHORNE: | *_ ene ee le J \ ihe ss IA aon Vee PULMMS R ILL LULL. 3 errs IS ae aay - r Has ga At ag Z iy sm) \ as ; LEE i | re & a Ss ee 2 qe “a —_ * | , hy. & < y —, — zo ole —— . ’ » J ? =F fea as é act fe on om i <_f od, = =a & — ——T. _ s - Tien andi ci ee AT Y : 3 = ee Ss = 7 --N_BB'15 0 = ZZ ; : N/89°10'-25" W 81.57" j ‘ > iz ; i : Er sadcae y a o~ - — LL ma ral ; il 1 TT : —— : 4 ii SAIL On ON PL | | [23 corToNNoop~ | 2 alt eo [EXISTING DRAINAGE SWALE—“ bed Wee. 4 BaD Lol /| © ‘Ge WILLOW * Ch i 7 1 \ Le ca gaa U. | 1 Sle! GREEN ASH 7 a EXISTING 20° EASEMENT LINE , =a" Yi, 4-12" WILLOW IO" COTTONWOOD 6' COTTONWOOD: | \— 8" COTTONWOOD 24! COTTONWOOD | WIDE. PATH . yW) ©] 2-12" 14" COTTONNOOD ACCESS: MAINTENANCE EASEMENT ste ati ‘ : | ‘al Sy ; ® > | lO” WILLOW IS’ COTTONWOOD — 20' COTTONWOOD '—2.-20" COTTONWOOD 4" COTTONWOOD EXISTING CURB CUT a ‘ 2 PROPOSED CURB CUT ao! ye . Bis 30' PIPELINE & TRANSPORTATION —}-- \ < aals Shee : | i ay" ak | -- | a nae | ; o, A; PROPOSED CURB AND GUTTER | OF OIL AND GAS EASEMENT SWALE waa us| @ or 1 - tS EXISTING CURB AND GUTTER EXISTING CURB iS) @ ta | |. a LAND SIDEWALK NO. DESCHIPTION | & : rn i oo SITE APPROVAL SUBMITTA CUTS it S o| | Su L . =< $ | EXISTING BUILDING | EXISTING BUILDING | z <x cs 0. | ul : | | ¥ BUILDING 1 I . : : | | NACHES CENTER i BUILDING 2 re wi | | , > > =t6 oo SITE PLAN , : ae gis eee THE SCHUMAN COMPANIES , DRAINAGE SWALE WW . 2 . i . © 1 |< 21> an . rg | eis ui | ———40' : EXISTING BUILDING | al : WG) Be 50" o |25 |50 100 Leason Pomeroy Northwest, Inc. RENTON, WASHINGTON SS ” ne: See. Royce A. Berg, ALA. President . 4127 Pine Street, Suite 300 0 Seatile, WA 98101 (206) 583-8030 ; PROPOSED GRADE ; SITE PLAN : , JUN 30 1988 a : ” ‘Ld2Q ONINOZ/ONIATINA ere : SITE SECTION A_ 1/50 8861 50 “ar | 3 en aes JOB NO:88014 [SHEET NO OF VANE POE a DATE :G-30-66 NOLNAY 0A DRAWN #cS 1 of 9 CHECK : Pec SA-056-88 » FERGUSON 8& SONS 97388 ™ — ay (art ones : NE a ‘ ww a Ah Bs a A Ne| 24TH S | F ¥ > <I Q x io ete te) NE |mTH ST “, My > Zz Fal wz ert = Fy Fa 2 =| 3 Py Eo Fa Sa is} 515 IST a ar fiemsr Os _j 7 a, : cies 1 ans Sse ae. S| 4 TH . q = SING gt ST of CS a — SS UEN PLE arm ay 3 | 2] “ds i Bsa sr = vn OY, : rat Fa z ~. 3 HloTas; |% & Me i i¢ l2ofu. Nie + iH a 3 ITe]oe -] 12 Segsvore\ \z | 12 Suis Ehast | & : 4 g oN Sle = rez a tS) S/S et lol rt $ 2! tao [sto zs Oh: ! > ia > Leo sts eq zElzp ay XS Nal) Vis enn | wist ae SLE wom , < Ose) Z} SPSISL OVS! | sway H S |t2380 ST © = \. MOTHERS 0 ce - sx ~ a PK PAR : a Bake] LASS S/S WEY] gnc ormisiizae eI H Bz j : YS A 124T pS = st Ff ren E \ UL ang bos ST bn = 25TH 51. ares) rs z Ae TE Ea +7 % g 13a % fc, Bie RS 6) DW cn Sf Te frm gH , PARK a Zh So R | > 5 z (SITE) & DUE xt f oe hel Be | =r a (Spe Re ee , Croan we a ‘33 San DAL GsY @ ec AF SES ce exer 5 4 “4 J zi ro er Aslz: i ww EoRoeL Et AN S/ ehSp Ve] st AN & peg eas b 6 SE ELSI, a 1S Sor Sisr | el las SF arstepee é sts | 2 ! A @\ tw 2 nN ST AL = H ts Og tars : & a BNI / Qo cy 2 ? : are x fy ; 4S 4 cfs ODE ST < f aa Peg a on re La Soe st ote dE Z ca tN) } natura ea} asin ea Fi. GE ‘BCACK,, ig eelralsr 5 J sk Z Sou SOE z ara rm = Fe ea\ RIVER 27 5 5 2 siexp st [2 "og eds o\ Weer ‘p STL ist 1 oy Bl = z& f4, ry 2 Mee — 4 / Ja a oS ) 6 ti 2 fat ct EN Quan SITE: sn ERGY EKS g tans “{ el 5] of al- nfs 1a3R0 > ee? Se Pine % | ast Wa a) Sa et er 6 :¢ ae hes aes Solpre- S143n0 sp Theat qa U/apae 3Kz : i = ; aC SS g Ke zi s&h] Zt =] 3 st = a Hi Pr PARKS rg Fs & Ca SM6TH ST 2 1 | z : V4 i 61 7 os awe sae | 6 > Bisse z ! oe i ! oe BUS: ai ' i ~~) sfotnl sr}! ead < S| is 5 ond ; C i D q| i E S $ roTH{s1| A MAP ne eee SJ QR . 8 Ke © 2 Ni Za <x N din S \ ei Mok Of z Zea on) oA Oca e a Lo _ 8 S QO» _ Lu = ee “= O 2 2 Te *] - = 8 pes a “yf LO 5 ge a > 3 ee Mm 5s bf x \w LB¥e A TOP=15.] ry da d RIDGE cal F.GzI7.4 PROPOSED BLDG i 26 S50 «<F FF 17.5 a ) TNTAKE : 162 125 PR O R O S E D P IZ Be k ie ic e PROPOSED BLDG t ©4500 sr -F (B.S MUBLE NETECTGL eMECK VALWE R WA S H I N G TO N ¥ opel & 0g) - . | ;— | DOURLE DETECTOR ] yy Ly CHECK VALVE ] | ] | yor 13.4 we. oo MU #Z 7 P : cy TOP H1E.5 _ SS U3 | Q lee, A FY ee . a a \ 1a B'ss | ee ee a ¥ : a o> ee ele : eS Zo O r O D E D IZ " Ss 7 p ‘a n a l Sd \o- 7 JOLT #1 42) er 4 . “(Jon wae cor C0B¥ 2 o EX. 40° DCCESS he ui Oh Wee Ey TOPE (5.1 oan / = DRAINAGE ESMT. SSO“ _ YAULT #2 = _— ExIST &) CULVERT SSS £ ~ Zo 2 273 2628 30 W/ OIL WIDTER SEP ino Se | — EX. 15° ACCESS ESMT. | ExXtST. 10° ACCESS ROAD NA C H E S CE N ] EVYISTING BUG EXISTING BLDG SC H E M A T I C SA N I T A R Y SE W E R , WA T E R & ST O R M DR A I N A G E oat es: A , f erage _| Ra. 28 Eye GRAVEL Access Bhar. - —— f ,- 2. ,") 7 . = aquveet | “iy A a I _ - LL€ ! i 4 q ox Cue j as ‘y —__— _—_— > = mal f K [ — mm i meer / | ib EXS 0. ' - - eee Se SSF Se ———= 4 ; — ( eo) EX. EST ei ba am | , \ Sf _ LT — 3 ear | iy \ ; / ic : [. a EXISTING DRAINAGE SWALE wie Bernie? Eeaat iTRANSPo z x \2" STM SS : Sib aw ce kt arate ters | ») Sa _— | w : XX EXAZ " eon o ee su/ OIL WI ATER serv 1 — -44 ( K -EVISTIMG PARKING 4 YY) w= DOUBLE, DEIEGIOR. | 24 <| a! CHELK VALVE 4 3 (1 () * 4 = <a | og " — > ‘ut 1 1988 RE N T O N DRAWN BY: CHECKED BY: CF RENTON SEA IVED =< me JUL 01 1989 SCALE: 1-50! (-50' | G-20-8% JOB NO &D1714. 00 7 7 | os , ae SA-05L-3Y 209 prrinntoscnsinctntsite nto wei Siren tee i 7 CL4L- OE ~ SAC CATCH BAS/(N 48, TYPE ZT 2ZBLF ~~ 18 "REO. e2f% SAIV. hehe F STA 7 +9R , 35°27 N 4O.@3 x PLUG ENO . \ MANHOLE #Z \ TYPE DE Fe. \ S7A can CONINECT 42" PIPE (STO &XISTING (44° MANHOLE 4" SLEEVE (PVE,SCHD 80) Mie! LOVER, eet STA 7+#Z2 eS ice sonar 7 Lg S8BLF- 4" CON DUIT oo . Se 7+ 9S TOP 4/7, ‘o8 \ Ade” SMM Lek « ‘ . ANIME EL 4Zz INV EL. = INV. &L, = ok Jf _ pele STA 6+7/98\ \ AB hel \ i 2/2.5 2 \ > /0.48 x 8. @8 CS) \ 4.10 CN) K yet \ \ \ & PEG Future £4" Gas main \ \ is itn ath I. LINE. eZ f= STONE WAL eee ta" OO. To PLUG EMO 14. LF ~ 18°@20.70 Ye MANHOLE #3 TY Phe chek Tue 36" STA B+ BO, SLT. TOP E24.. 2 ¢F7.5O 4B SNM EL 9.62 Zl SN EL F.62 S-S/V EL J. 39 €N) INV Le FOU CG) & Pio 2853.34 Lt £09.55 Mo y oy 36" \ STA 10+S3/, OT TOP £4, = IRYALY Fh 2/38. BF ‘lo. BF PL Fe/2Z"A/.OOYV POsAL TF OFFSET SA o s “ S | § if MANIA OLE FE OP TY P&E 277. 7A” he 7. £2.29°47 48° «ET 29.37 RT Tz ia Ja, as \\ 2: 3G” \ ac” \ \ STA /O+S/, \ FOP £ he '* INV FL E4377 CW) IMWYV EL = (ASV. BK 2 IMM EK = FO LaF 17. OOD 4085 OT ha 7.43 €S) o @tlp CA) CATCH BASIN #7,TYPE ZT y GC vA STA STA /OFS/, 47 VS" 435" 34" MIAN HOLE HF F TYPE TE 72z" /4+#@3, Se” LF TOF LL 46. 3S SMSY EL SAS Y Lh = f4A/V EBL = SEE SHT. # OF 4 FOR TYPICAL PAVEMENT SECTIONS | 2/2.404 GE) 4. fof (f/) SE A T T L E , WA 98 1 0 2 \ ; \ FOP Lh..* /@. BF RADIUS PT y \ \ ISN VY EL. 7/3. 8 Y . \ Pr fe SI ff +2 f. hast va \ 1 y, | Ss AVE W/ 7.’ MIN. COVER [ BV OTHERS (PVE, SCUD. BOD ae “is POM Od PS: ae « ae, Ae fd? O42" ss st STA Ot43 eee ag : +SLEEVE (PVC SCH 20) a aoe 8 ies ba | aes : £ 12" SLEEVE (STEEL) Hs) .} i 3 76 LF Wi Z'COVER lar et \ yates. } ee é if = f GES ras \ PROPOSED. PUBL ble a MIATCH LXISTINIG I\ ROADWAY , BEGIN / TRAN Ss TION FROM [BY OTHERS / / eed 44.33'7TO 36’ ROADWAY / iy 8 [ Nh oe Ls NOTE: COT FOV MBO 1. STOP FULL PVAINT SECTIOA/ AT STA. 10+ 859.72 2. PAVE CUL DE SAC WITH 2" CLs: ‘Bo. ASPHALT CEMENT STA wrZao f ~ . . oe ee b - : < Maan ‘ | s 2 / / + | { t <3 a Sh ESR O° CR / / ’ \\ rs | | Oye | = S7A 74/3 STONE WALL 48" ao ‘CO Oe de OM Sq P+ 5 es A os ff COT TOA YIVMOOD —«~. BH TCs, SN nant ne aK. =k YL Lae SES a _ STA 9+80, L7 a Oi \ S722 ag \ a. 2m Sy, % < CI V I L EN G I N E E R S & LA N D SU R V E Y O R S CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 BU S H , RO E D & HI T C H I N G S , IN C . S74 7+70./8 (veerev ae * 20 0 9 MI N O R AV E . EA S T / / / Pe / p24 a . Pages \ eral d "5 \ * ' ‘ Ay % WW ENDO FRAN S/TION i Z4O (DRIVE. 7 i : EBON ers ee / et a S7A10+06 \ CATCH BASIN) #5 TYPE IF aN \ 3a’ LOADWAY / ee a, \ s74 [1+ @@.48 / l STA 2+80O,€F ye Sy ena EC : TOP EL= 77.22 AK OK ENO ASPHALT PAVEMENT THIS D | Z| x . OK < OCUMENT HAS BEEN eb itiae / , a Se ee a ee Seo hy, BY GOVERNMENTAL AGENCIES AND iS / OY APPROVED FOR CONSTRUCTION. FI LE~1t" 2 7-CO% | 49 LF ~2/" O O.50 Yo ee \ SUS A 14+ BD. 7 ae 2/ yas ee 10/8 bes STA 7+95, 35 27 | S74 9+87, GS ‘QT NN END CURB,GUTTER AND SIDEWALK Peg INN. Eke. = 13.08 SINV. EL. 9.82 s, , T S$&7, Pe Mehdi | _ Plena nite <a OF THE PAVEMEA (OK , BE GINNING DATE: OF TEMP FAVEMENT SECT/ON (AREA SHADED). ZO 4F ~2/'OD 2.50% » fi } ote ee ~ ST ee ge Tm oe a ee 7 he. e Ge ize aD /. Ol0 x HORI Z. VERT. Sn Be WA FE E MO N T E S ¢ NE L T S E O Zo a k T i c n h (- le -B 7 E RE V I S E D PE R CI T ’ oF @S A T O W RE V I S I O N AL A RA R E WO T SL A ER RE Ss ae 3 * 46 . 8, Ad . S7 0 17 4 6 8 , JA I L S , Ti ? 04 8 7 , 10 1 4 7 ST A +3 0 CH . EU S . ST A / / 4 6 6 . 4 8 , EN O | AS P H A L T | PY ) ST A 71 4 7 1 4 8 EL t1 6 . 6 2 Mi s e 6 Fi g RS ra e d ! ‘ MA N HO C E FT — a S7 4 9+ * 8 O , /7 ' K T age Pek aw ieesia ate! : XH ; es ae ee ea eee ae Sorcha Fokeee <a) 2s GeeaRen aay Cae ites we . | 2 7 Bie Peatirer etd oh Ve sate Ochi ee sie 2 20 mole TOP EL+ 9-0 K TOP EL* ja 89 : 3 216 wa ay: Uren eeLs Ce ees Hob Rete) Role beac bees . nme — patna = sas ne <a a Wy “ — es oe shea Stace er ae =~ “ a e as WO ae Sy be | ae ata a Je EXISTING GABE AT € | cf Putin? NOLS SS 7 di! lt al i, i | i ae ae nem geek alee tbencianains menwaaiinns #0. a | 15 ‘< RE N T O N WA S H I N G T O N —— NO ass sma~y re EL. 437 0° °™ BY EL = 7-73 wens, 1139 NS : _ ST O R M DR A I N S & ST R E E T GR A D E S i Sa ea r e e n e n e e EL ee ! ee e SR R NY. La. = &. GO 4Z4F~B8”"OIP CGO40 MANHOLE # £3 \ ; ne \ STA. fIlrBoO , a! er" S74 BLAS, 3SLF PAN Be OP a We MAM OL & SR MANHOLE #// \ DEG FUTFuURE 4° GLD MAIAI STA 9+95, 4° LT | PpISTA B4+57.5 , 3 °AT \ * Ze/sw HL: OS 3, 84 \ ho ##QS,.82 \ a+ (4° 04°72" CLASS A BEDDIAS \ \ —™ \ S7LF~S"OLP @ C.40 40 STA //+ 30, SO'LT \ \ \ Rear amen iL een eatecso \ uP TA //+ OG.O3 \ \ CLASS Pg A BEOOING EX/STI/NMG PRAAN HOLL § #t/O STA G+73, 7RT | CONNECT SEWER TO MANHOLE 2ZBLF~Y 8B8°O@O0.4AOV STA B+ SITS, 3S AT FZ L.F ~ 8'@® Dao i ae IPS. £o he, = Fe GO" / 3 ShLY. Ez. = Yo S7A 8+ 96.48 / STA S/+ 30 ,50'RT SS. SF SCALE L a et / 5 2 Soe ‘wf Py _ ae \ sf | ( ~S ee Sa Tew tf CO 7 TOW KVOQQD ae, a -_ eee ~ ,™ ie. 72” BASLE f ) © D or oe VERT. 125 AQ. (— AB" COT FON WOOD Nf SEAUCOTTONW/OOD ee on co n t e te e m e r PA D R E TO LD N TOP EL =e /8.// EX I S T I N G MA W I H O L E SI A 62 7 3 , 7 BR S : AN G A I H / OL Et / | Se GA R SF . TOP Eh = STB P. aot Hse TOP 242/702 ST A DA S E , BO T de s e (S T A +7 1 4 8 An HO L k #1 2 ‘ ce et —_—_— aad ee ae ee 2 oe ER er ee ee see a ne ee we at et we a ae cg leila Sere 3 : \ 30 , 9 'e 7 ST A cn TOP EL § ey aT a ea § ; . ‘ /38 LF. 12" OE O.22% AVE Bh Ty Ba \ IN EL+ TIT INV ELA BOT / INV. EL. = &.37 Rpm ere ete cee tte LIS TINIG fa 20 1 GEADE 477 5 O ¥ SHACKLE RODS =-- 1)'4VERT. BEND MI ESTA 1PGO 8 ~~ , pa /-/6" BUTTERFLY VALVE ,M- : a's ra = /e a. 76 /Al VAULT , 74° RT \ LL. 2 on * PT !- DEADMAN CONC. BLK ae \ I- FIRE HYD. ASS'Y | MJ ~ &" t STA. 643532 iV RT STA. \\+S0 ,14' RT CSEE DETAIL BY) \ nt pe tne a : \ = i . PRIOR TO CONNECTION INSTALL \ SHARES a OUT \ [- 1e"xG@" REDUCER, MJ TESTING CONFIGUATION, FIG! \ / B-% THIS SHEET. \ \ A.&8+943.50 REMOVE EX.CAP AND \ £22 te are 3 \ FIG. | . : : _ CONNECT TO EX 16" WATER \ }—~ 8" CAP, MA. 36'cr \ \ . TESTING CONFIGURATION ©O © | ae eth Se ee ee Mee | l~ 2. TEMP BLOW-OFF ASS'Y \ = 3: oe THIS SHEET. | - CONCRETE BLOCK(ISSSF) \ . “AQ 4 ie \ Por ~ EX. 16 DLP. — NEw I&” O.1.P. “i. : \ € STA. 8+S2 _ [STA TGe oF \ \ No F pony i) : = \ / lle ad TES, MARE a'er| } i = 74° 3 s ‘ gh ee 2) / \ E R/W I- 4° GATE VALVE, FLKMS | \ —f STA Il*BoO a a \ = Boric int IKE 4" / ; nines ny UA } | \ | af — ect en ea 2" GATE VALVE \ | FOR BLOW-OFF, 4’ RT , FIG. 2 STA. ©+33 T & ee ties 2" METER , 3S RT | \ I-16 XG REDUCER, M14 XFL FINAL CONNECTION O S + 2 LF- 4" WATER ern F< = OLF - 2” WATER, I © XS rap) nt S 7 eee Wr § QO lu = O ,. ee oa eae O eae J \ f ‘ ; 48 COTTONWOOD ‘oa " Ht hee SEE DETAIL “A” BELOW | ff \ .f ze . ee | : T= < fous FOR STORM € WATER cra 4 1y, 92! ZT ; Vee ar, "| | | \ IL TWIN COTTONWOOD & Oy : 3 O 6 hae | ROSSING Te = é ie alee e eaiocie) } \ es oe eee ” ” = ee a * Zt" Aim # VACUUM | one atte 14 | | \ 5S4""COTTON WOOD = age | RELEASE VALVE f : ae a ~~ \ aS hoe ASEM BLY | . zo) \ , © S : e : ; . | } \ i B i | | \ © a ¢ sjTA 7477.50 ff / \ ee SS ee | iy eee l-lo "XG TEE, MIXFL, JF RT 1-16" %¥ 8" CROSS, MixFL ,/4'RT | \ 7 \- 2°TEMP BLOW-OFF ASS'Y STA 8+96. 48 SLE ~ 8" DLP. | | \ 3 2-CONC. BLK (42S SF) - 1-8" CAP M4 ,32°RT | | z | ¢ STA 10440 | — I- 6" CAP M4 , 32’RT | - Conc. BLK. (7.S8 $F) eee ae 3 \-G GATE VALVE , POX MA OE TENE TOC ONE ASS Y i- 2° GOTeE VALVE, ZA ‘LT \& STA /0+8? < a ¥ ? om jee dR EEK Okc - = Fieger path - RY ° ! } 36LF -2" waTeR I~ 4@ *B° TEE, MIKFC, 4127 oN THIS DOCUMENT HAS BEEN REVIEWED Z Rov I- BY’ GATE VALVE, FLK MA Ke BY GOVERNMENTAL STRUCTION. A . [7.07 4 Be ge CONE. WALK | 1% LE oR oO. e APPROVED FOR C , i Ly | @ STA 6466.7 ) | { ar [- B” CAP ,M3,3z hae DATE: & S10 BT = i fe | |__| —j I- 2° BLOW-OFF ASS‘’F See 140 | 0 i. , EXIST. PSPEL. ey RM, Te Se 0 a | an # PNB. CONDUITS 15 . No ~~" LINE TO Aim & VACUUM , Type “A” Blocking q| Sle 4 ey RELEASE VALYE j for 111 °-227/ °-30° Vertical Bends 8 e a 2'xZ'x I" NEOPRENE PAD Glee) _ D _sS- #5, 7'-@" LONG 4F_ a Ny z Ps _ oes. aes Ble ~ ne «pane: eee _ hy cunt as for ~j " AT EACH FACE OF BLK. Shackle ROIS Ney 4p - “gle sctniacancs all r er | cs? ; | Wt - pre “EXIST JHe"«k6e" . x — oh —_ 2-2. as a Mi, ie Ya ARCH CMP - 4'e =I . 4 a Linea , / VB : . | . RES a : a Lvs a — al | 2 Turnduc 5 + if =) FS j i : , u CK we di NS To Me - BI CLR. : a A | Thread 6° ok ‘ wi Abe) ees js (TYP) \ YW, | + | XC - om = ee : - ; , ; ks ae i] FP es _ j sy 4 i : ih q os ft. | | 7 | ) : | fil 7 BSS i | SECTION A-A DIP | bt fs mar % : ae <t canamameal i 4 Hal oO te ry aie om = ne i ] x ” . x i} : ; ; ar SCALE: 1" = B'- S47. } tr : ! | a | | & py PoE"R = ho syacKteROOD + | S 15 A ° BS ; Se F 9 fd AMEHOR (TYP) | o Ae) aA = Ola =} _ \ \- F ‘ ~ fs, * Ki . ae . MP iad Roe he 2 ea! NOTE: Pour abaiier ~ *5REBAR 4-0°LONG ie. o VR Y) Q10 4 =N | 7 | ~ x oi 2, 4 UNDISTURBED EARTH 4 EACH FACE OF BLOCK ! pciass Sty Cone” Ko =| I/F if & 2 z | J N I “2 AN i) S N = -_ | ro] re 2 in a. nO i! AY Sig NX ni N = Sn A a ON, SECTION D u int ee ; < ©) © +lFaS | len wis ro cee aS yr 4 A (3 en So x Lif = a 32> 2 cs ea | ming & 9 a 2. “as - I A le A: 1 “* met goa Ae eS la: Sig He S > Q. |Z : 4 oS “aS eiQys KY WZ YH Oy Xt S| Sy D a —— || E aR ans Sy o 44 Mi GE O16 tS +/> whe i Y Xw _ Ar Po . 4D WER ran Nee. ral rl Ut . gee Bg aie SoKe “ie ay Se 42t <8 <¢ DETAIL B DETAIL C |) Ld . 289% 82 <a 429 wie roror cure Sie Ss mien Vya 0. Y) KE ric eo a> 438 <> iy rus 5 ee We © DNAS Oe bi fie we ¥ Li] hod a ‘Zea hyd NS Hyw> We KIL! 7 ‘: a4 na =: cc 4 nh oe | 7 Lot ok sss ta So ee ee yg me ne : ECO MMi Lu, en | pn | Ke eR ae Ore | | | | POR VA Ry () > Li} | Z i / - fe i UC jay n_ | eset Se: Reiiie =CEIVED Z m5 1G + ie" OR Stl SD ma . JUL 01 1988 =< | f ee nt hampton enh eee saan shee eet neg shat aremdinntersticleftains teienireationeytyntsh pa aneresiode bnatiirsonie eRe j ] : oe) ae Bu ) QC ( ' Z'xZ' =| | “Od 19.66 Tor = ILDING > iy Tie" pe. CL. 62 NEOPRENE | \ Fire lil cL. 22} (ZONING Dep qi <C — — a e x\65 9 © , | . PO Aes \ 1 a ied as \ wot spe spe eS eo A Oe rae os : __l¢ s ap Ne , ee cA tee “dg %" @ CORE- TEN a X , ‘ wv DRAWN BY CHECKED BY: SHACKLE RODS (TYF) = ees eee i" : ane snc." WIE. ho counLines MAY Be CALL 48 HOURS JD ODER A | USED. ALL SHACKLE ROODINE SYSTEM i | y COMPOWEN TS SHALL GE PEL? STAI NATIEVAEL SALE Hy 1 POATE: [nen Oe fe a ae MANUFACTURING OF COLVIABUS, OL/O BEFORE YOU DIG H Be a 8-21-86 Sh eee oe 1-800-424-5555 =m DETAIL A 86114 “SCALE: ("2 4 HOR, vate = : SCALE: "= 4! HOR. APYROVED BY DIRECTOR OF PUsue re OHRS rat 5 of 9 SA-O56-89 i \. ae is 4 = 4 we ‘ « [ & CITY OF RENTON 4 . se hatte | NOTES AND SPECIFICATIONS FOR STORM DRAINS AND SANITARY SEWERS WATER NOTES P Ber ARTE OEE WORKS /{ | : ~* 1. ALL CONSTRUCTION SHALL BE IN ACCORDAACE WITH 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE ALTE RNETE : "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY + } aie: CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS AND g = x L Driveway can be reduced to a PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF RENTON SPECIFICATIONS. y 4 thickness of,6 when a /O gage STANDARDS, | ; | 7 Reidy cutherilgn gh be, 1 Y bal ’ pede? | 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ¢ Sohne VARIES e aoe ee 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ciate aii, : SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 2 as VARIES . VAZIES te Oe yet lcematalacee LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE DISTURBANCE. | 45 MAx. :.. Cle 45 MAX, ‘FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND | : CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND 3. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE © . LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON-SITE CONFORMING TO ANSI SPECIFICATIONS A-21-51-1976 OR LATEST cs EROSION HAS PASSED. REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL : we te tf <p EKPANSION JOINT (TYP) a } COATING SHALL CONFORM TO ANSI A-21-4-74 OR LATEST REVISION. ea LE ON ee reer — wr 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO — OS Ba a AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY BE CLASS C: ——- oo a Wo THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR L" ASPUALTIc CONCRETE CLASS & fe) a DISTURBANCE. 4 ALL FITTINGS TO BE CAST IRON, CEMENT LINED, CLASS 250 \\ " ee f a5. ee --—- 8" ecg Ro at” ANSION JOINT (TYP) a 7 UNLESS OTHERWISE SPECIFIED ON DRAWING CONFORMING TO ANSI \ BROKERS SERS 8 BSG ee Pencnoe wot Tat ae 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE SPECIFICATION A-21-10-1977 ANSI A-21-11-1977 OR LATEST oe eter, Fuss. 2 ia ek. Peete = REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE REVISION. ALL FITTING JOIN#S TO BE MECHANICAL JOINT OR ll: BE THE CONTRACTOR'S RESPONSIBIL{TY TO SECURE ALL NECESSARY FLANGED. FLANGED JOINTS SHALL BE DRILLED IN ACCORDANCE WITH EVEICAL TEMPORARY ROADWAY SECTION See ‘City OF Reston! Stondord —y pu VAR * Bs PERMITS PRIOR TO Sans TRG CONSTRUCTION. (INSPECTION WILL BE ANSI B 16.1 AND SHALL BE 125 LB. CONFIGURATION, UNLESS STA Ie FrSA.I4 To STA il+be.4e@ Detail For Depressed Driveway EXPANSION JOINT a, ae ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON), IT OTHERWISE SPECIFIED ON DRAWING. Curb & Gutter - Type D 5% MAX, SLOPE ote po x SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE Bh er ES He hth mm) UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL 5. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM ee, we CONSTRUCTION. COVER OF 36 INCHES BELOW FINISH GRADE, ALL WATER MAIN k2 a i “ih : | INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW . SECTION AA og # 5, STORM DRAIN PIPE 12" TO 21" SHALL BE 16 GAUGE GALVANIZED FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE i EXPANSION JOINT Lu STEEL, TREATMENT ] ASPHALT COATED OR 16 GAUGE ALUMINUM TO BE LOWERED TO CLEAR. CQ HELICAL CORRUGATED METAL PIPE WITH WATER TIGHT CONNECTING ALTERNATE 2 ety a BANDS, EXCEPT AS NOTED ON DRAWINGS, 6. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN - : m ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND ‘@) ca THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING EXPANSION JOINT (TYP) cy 6. ALL STORM DRAIN PIPE 30" TO 42” SHALL BE CONCRETE, RUBBER SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE a | ae GASKETED ASTM C-76, CL.2. CITY OF RENTON. al Iz =: : t a . 7. A PRECONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE =. 40 ao re wo WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. i aie ane a : . GENERAL NOTES “ 7. BEDDING FOR STORM DRAIN PIPE SHALL BE PER APWA STANDARD a PLAN NO. 62, CLASS B. 8. If SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL pee cose krish png staph aaiaia ast cite gece : © CONCRETE SHALL BE CLASS A (3/4) AIR ENTRAINED PORT ; ¥ RE TEAR DAY Hix ‘ 8. TRENCH WIDTH IN BEDDING ZONE SHALL BE 1-1/2 TIMES THE PIPE NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION, | PROCEDURES tec cuanea iM ACCORDANCE wit tite wu paey See SpeLinichTiOus On Ae SeneCtED. 7 DIAMETER PLUS 18 INCHES. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND ‘per DATE rT =I na : METERS TO BE ACCOMPLISHED BY THE CITY OF RENTON. STO. WAY : 9, TYPE 1-C CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. = _ ee INDUST RA: © ERS OS SNES SHEET £2 52,AND TYPE II-C CATCH BASINS SHALL BE PER APWA STNADARD 10. NO. MANHOLES, VAULTS, OR METER BOXES TO BE LOCATED IN 3. Sera 3 - PLAN NO. 55, WITH APWA STANDARD PLAN NO. 49 FRAME AND GRATE SIDEWALKS. Ce EE a 4 AND TYPE 60 OUTLET TRAP. TYPE III-72 INCH MANHOLE SHALL BE is / * VX ak PER APWA STANDARD PLAN NO. 38. ALL MANHOLES SHALL HAVE APWA 11. ALL CONNECTION TO EXISTING MAINS TO BR ACCOMPLISHED BY THE . / \ % 4 ASPUALTIC cOnK@ZETE , CLASS & ge 8 STASOARD Ane RO. 42 FRAME AND COVER WITH COVER MARKED CITY OF RENTON. ALL NECESSARY EXCAVATION AND MATERIALS TO BE Mis tp ie ois \ V+ & cavener pock @as% Moo. Proctor = ¥ DRAIN". suprisne ox THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY 6 @uTtee (TVS) | \ AY erevetueaL FLL @ as MoD. PRecton 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND TYPICAL ROADWAY SECTION SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 12, INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE “ ~ OTHERS ON THE CONSTRUCTION SITE. oe CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY STA D4901% Te sTe 104+54.72 / 3 TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF | ll. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) BACKFILLING ALL CONSTRUCTION * : RUBBER GASKETED ASTM D 3034, SDR 35, UNLESS OTHERWISE ke : SPECIFIED. : ? 13. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ae SEMBLIE AN ‘: EP EP TO FINAL 12. THE CONTRACTOR SHALL PROVIDE DEWATERING WELLS OR SUMP PUMPS cr ee POE SRETENS, AD. SORE ALE SY ERC Eres or : AS NEEDED TO LOWER WATER TABLE DURING UTILTIY CONSTRUCTION. Paso att : - a 13, BACKPILL SHALL BE PLACED EQUALLY ON BOTH SIDES OP THE PIPE 74: POLEENENAENE EN ae aS. Ste vowing cones. voemes, , ih LAERE EEE B LOOSE AVERAGE DELTA be 6 SNCARe Se AND VALVES, IN ACCORDANCE WITH SECTION 5-4 OF ANSI 21.5 OR DEPTH. O82? FRCORS, THOROUGHLY FARE ANG (BACH “LATER FO. 25 AWWA C105, POLYETHYLENE MATERIAL, THICKNESS AND WIDTH SHALL A dt ect EXTEND POR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO oe 3 : : OP To STA Ota a a ac cae eee Sa Pgs re COMPLETE THE FILL OVER jis, WATER MAIN USED IN CROSSING 73 X 55 INCH STORM DRAINAGE PIPE 2 = Re! 20" Le is ot , . SHALL BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO ANSI a 7 . BEYOND STR S471. 4B ie 2 & > ad ; ; is : SPECIFICATIONS A~-21-51-1976 OR LATEST REVISION, THICKNESS | vagies —1 _— | a ere ie Zz ea oo Bee epee secu er eee CLASS 53. CEMENT MORTAR LINING AND SEAL COATING SHALL ‘ Spe Be EB fain RG OS 4 doy w i DRAIN SYSTEM. , CONFORM TG ANSI A-21-4-74 OR LATEST REVISION. PIPE JOINTS x | | | | | 15 QES - ‘OB SH-ON CAT 2 : : ri fo a ' aang 15. SANITARY SEWER MANHOLES SHALL CONFORM TO APWA BO AE SURESOR GR REG RANT CAL SORT. BEUDLEG 2a OR MEACE Ss. . | | | | ret ' rs ‘ JAT I Al i * = y ee a re 63. MANHOLES SHALL BE APWA STANDARD 16. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- 3, | an, || cal i ieee joe aE 38 Le eile BUILT DRAWING OF THE WATER MAIN SYSTEM WHICH HAS BEEN : a. —— ai | 7 i! . : | STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. Ay’ , RE we ESE oe 2 5 ae a 16. > 22 SHARE. BE) THE RESPONSTOILET? OFF poe Spe RASTOR £0 OBTREN (CONTRACTOR NOTE: WATER MAIN AS-BUILT INFORMATION CAN ONLY , A : a ae ere fo he ri STREBT USE AND. ANY OTHER. RELATED PRANSTS PRIOR PO" ANY BE OBTAINED PRIOR TO TRENCH BACKFILL. THE CONTRACTOR MUST ae samen At ame 4 aR SOT ERSTE « COORDINATE THE WORK TO OBTAIN THE AS-BUILT INFORMATION PRIOR Neh Coreen a @asruatne concacre case & ( wt webinaa : i > ; & BITTER CIV — & RUSHED ROcK. Ye , PRO . : 17. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE £0 SRR eCe. BAGEL ot! \ <a peaparrer sins a TOR 16! OF |xicTinie = wii PRECEDENCE OVER ALL OTHER PLANS. SOIR Pit Ge AG a tai, PO NGA CO. ae Was S Bot Sines) UW) - & ee eee | 18. THE STORM DRAINAGE SYSTEM AND SANITARY SEWER SHALL BE CLL ELE AS EORDWAV SECT! OM os oe CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON STR 6430 To STA 1410.18 ij FILE AT THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. ANY | ial DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN a —— Pa APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. <t .4 ; 19. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE i. 3 Apa WHENEVER CONSTRUCTION IS IN PROGRESS. Uy A 4" 20. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PL) tue PAVEMENT LEVEL. ry ey L 21. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ; =. -. - TRAVELED ROADWAY SHALL BE BACKFILLED ONLY WITH eee: | & o 5/8 MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO , 1G THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW a ees fe IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST ys } ee BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A Hos PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND yd SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR TWO INCHES oR “ont ae WHICHEVER IS GREATER. | V4 : 22. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN Ay AS-BUILT DRAWING OF THE STORM DRAINAGE SYSTEM, THE SANITARY { SEWER SYSTEM AND THE SITE GRADING WHICH HAS BEEN STAMPED AND ; SIGNED BY A LICENSED PROFESSIONAL ENGINEER. } CALL 48 HOURS CITY OF RENTON x z p 23. .V. INSPECTION IS REQUIRED FOR ALL SANITARY SEWER LINES. RECEIVED BEFORE YOU DIG 1-800-424-5555 JUL 01 1988 BUILDING /ZONING DEPT. OA _Ar, mes 115567 PLANT MATERIAL LEGEND © ; * BITING FE “bee 9 Pa, Ie Per OE. i , Der PORE ABA § HPT oe? : 4 1 — ~ F 4 ~ ! 4 . » SA ~ af | ee AAO APTA ABE, OPE) MPLS, Het Laur T, * ben Keg. CAN! , ‘ ! ar, ONL FEAMOUn Aivalida tae, Maver flue, Pua chee, ACNAIHaG RAL, Meee, ROWAN Maw, “ AV PE, ZiiPUiree CONiPAL 7, note PHB TI Pe Cab E, APH Dee HE Fa CEL 4 SEB. “B-l0' Here AEAWON ee “ANNE - CHOTA +E 7, pede), are iPy pie Ava, WoT, ube, (Wie, GPUs, MAE, I, PE, Burry, P29 aA WaWool), HAL, JUEAIN Ole SN aelpopunled uel BAQuad Wf, EIMTIUHMH IG VI, Perey, Orr fA ; lan. @ %'akb oe 4" TS © Ib" aU TIE] Le, nad Ob AD RaIRHT cH re Fn ue prt ok, WeHae? 4 clin PAE et. BUHL? BHT Yea eT Me Mea ET WH INE Ace wl WAS Dertutnen BO LH TM. fe) 244 | bo comenniaee \ | ar a \ _ HATE » DHA TOUT LAT heed 7 fe He bUe? H Aime HTH & Ate FL TH E SC H U M A N CO M P A N I E S RE N T O N , WA S H I N G T O N NA C H E S CE N T E R /o A _ / =, \ SS | _ | = / | — a . ( \ ; ERS 49> w \ tae N 1°45'00" E 18.89' te co | oo LAn Abe E. eee N A N 88° 15° Ga. / oO . : e . @ e “e oe “A PST T LOAWARE at | ma Phage Feun2r7 y 00 COTONIGOD iO ~ Ladd WEF? NE : ‘ eau j ok rpac tan 7 \\\ 1 SAG _ | ‘ise ‘\ 47 | an Ae torrinnertilr aR ee a tm, EX aS j ° ALARA AAS NBC 9 oe ee 5 : 3 d | SULT rag To ot wcrtechre ond Rai i ——— oo, ee ee a ° ee — ee . rie aoe / : s N | or? ef. st = SAGO ane ° ; at og L en LL | Ae = OR THe — bone Bete <TH 2 Se a i a PN A ate, eet . Aves eee WA Ss Onn TR PA Bale AOR VrA\s TBF? of) - ae r ; . a FLAVA | tee? aan TK: : Ac path al al Leason Pomeroy Northwest, Inc @ 1 a CONIA EE A A4e Ge io a ° 8: 7 ang : . ae A: — _ = Ks (7 (Mo “Th ) Royce A Berg, AIA President c1 \ . “te, = ° : Lone ; ° 4 : Ae, 1127 Pine Street, Suite 300 be — . a e fs A eee) ; P ete, — % Sec r a a 20 7 1 \ . ‘ 7 pigeon Aaweaina ; | ae, / a RE eattle, WA 98104 (206) 583 8030 i eo, ae nee _ i nia Pape cuales j ) i — .. z | AeA ; . . = d ‘ Y a é CO a LEAK tA 1A fd ° 7 i BX Fae oe en 3 sp emmoenenT . 0 re re 3° — b \ . pe Nf .° . e = e e . f : = o . » \ Prnwv tbLots » ° 4 ' e : ae oo pameeee pape e e 4 \fet nr’ UW) a 42 2, CEES pee A yen Soe > | 5 wer Na ALAS glote Yr = ee C5 | , 7 25 pate cnet - _- = ro a eT. ‘ i ee a) a —_ \ —~ J isl _ °y . ae a | [bw — = By _ . oe NTT] & "= NL ee LE am: 5 mE eve e ar e | pape een 2, 5, < C4 “ iff e e \ Ww <—— <a I to. ° ; ‘ - Pa : 7 ° 2 0 ; aon 5 1 ane — ea: . = OT ns // Te) a J are ——_ = ~ —. 3 yee 3 Sn : ET ADU of ot a i / _ re a" ~ # -§ i t/a =— 2! Sf »o ( , 4 a Tae eee a) an S32 ees = : 7 is mats == = = =o om = . = EE F = a : -— > N BY 7 ; oy al SG cn ‘ “Fi 4 Sp are a - =o * = = N 89° 10'25" W 81.57 | = ae = ni a i ill ° . —s a ° , \ ne aan Ta oO | ae a i / LJ l an | EXISTING DRAINAGE SWALE Ld ! ~~, SEER Lt ot erie —J oo U \ EXISTING 20° EASEMENT LINE . a emia? CWE BH ACCESS MAINTENANCE EASEMENT | ° 3 nl _ | - ; { i : - / O AGE Be 30' PIPELINE & TRANSPOR ATIC N K \ oe | a en [| J 1 | r] fal | | OF OIL & GAS EASEMENT } - a _ NO DESCRIPTION SITE APPROVAL SUBMITTAL EXISTING BUILDING EXISTING BUILDING Po w e l l Av e . S. W . \ LEGEND b PATH LIGHTS NACHES CENTER Mitchell mine or nck \] 25a THE SCHUMAN COMPANIES Nelson m= BLNCH Group PSE) Bitcason Pomeroy Northwest Ke RENTON, WASHINGTON Incorporated Royce A. Berg, AIA. President : 4127 Pine Street, Suite 300 mk soins Seattle, WA 981014 (206) 583-8030 Landscape Architecture : Urban Design LAND SCAPE PLAN sigue oe tate 2033 Sixth Ave., Suite 1111 R EC = V = D Seattle, Washington 98121 - (206) 441-6644 JUL 01 1988 JOB NO:88014 [SHEET NO OF BUILDING/ZONING DEPT. T f of 9 LANDSCAPE PLAN STATE OF JUN % 0 1988 WASHINGTON REGISTERED ] SOHN A. NELSON CERTIFICATE NO. 275 ; SA- 05688 nomen eee eee eee eee eee ee eee eee ene ne eee eee ee ee 4971.3" , 224'-10" 1-9" 59'-5" 77'-9" al 69'-4" , 77'-9" Brick Panel — Mechanical Screen Concrete Panel =#—Tinted Glass oy 45 ' Jan '_ Main Entry Reflective Glass —— BLDG. 1 EAST ELEVATION BLDG. 1 SOUTH ELEVATION TH E SC H U M A N CO M P A N I E S RE N T O N , WA S H I N G T O N on Lu _ <— Ly O Y) Lu ales O < =< Architecture and Planning i” + | 924'-10" . Leason Pomeroy Northwest, Inc. Royce A. Berg, A.A. President 1127 Pine Street, Suite 300 spies! Sarin 53'-0" seatte, WA 98101 (206) 583-8030 59'-5 ft 59'-5 x 77'-9 { NO DESCRIPTION DATE QTE A@PeDVAL SUBMITALLG -70-6& Secondary Entry — Secondary Entry all BLDG. 1 NORTH ELEVATION , BLDG. 1 WEST ELEVATION NACHES CENTER ea THE SCHUMAN COMPANIES RENTON, WASHINGTON ELEVATIONS BLDG. 1 Leason Pomeroy Northwest, Inc. Royce A. Berg, A.A. President 4127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583-8030 JUN 30 1988 ELEVATIONS BLDG. 1 CITY GF RENTON RECEIVED JUL 01 1988 BUILDING/ZONING DEPT. JOB NO: 88014 DATE * (5-29-98 DRAWN: CS CHECK: PRO Sk-O5683 — SHEET NO OF | 8 of 9 ; - BLDG. 2. WEST ELEVATION 310' 145) 128' 20' BLDG. 3 WEST ELEVATION 272' BLDG. 2 NORTH ELEVATION Painted Tilt Up Concrete Panel — BLDG. 2 SOUTH ELEVATION 120' 90' | | 68' " BLDG. 3 NORTH ELEVATION Entry (typ.) = BLDG. 2 EAST ELEVATION BUILDING 2 Tinted Glass-— -—Reflective Glass 270' iis BLDG. 3 SOUTH ELEVATION 55 a a BLDG. 3 EAST ELEVATION BUILDING 3 Architecture and Planning THE SCHUMAN COMPANIES e Pomeroy — Inc. RENTON, WASHINGTON Jere thoi ind Mb | ELEVATIONS BLDGS. 2 & 3 : on JUL 01 1988 BUILDING/ZONING DEPT. TH E SC H U M A N CO M P A N I E S | RE N T O N , WA S H I N G T O N — a. LL _ — Lu O Y) Lu L O < < Architecture and Planning Leason Pomeroy Northwest, Inc. Royce A. Berg, A.A. President 1127 Pine Street, Suite 300 Seattle, WA 98104 (206) 583-8030 NO DESCRIPTION OIE APPROVAL SUBMITTAL ~ ELEVATIONS BLDGS. 2 & 3 JUN 30 1988 SHEET NO OF JOB NO:88014 DATE : (4-20-88 DRAWN: ©.c, CHECK: PRC, SA-O5L 98