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Home My WebLink AboutLUA89-063 - Large Format PHASE | pooe evecgoecece cCEQUAL PLIitan CORNER OF EXISTING GARAGE 4 STANDARD | SPACES © 23'-O" = 42-0" CHOCCCCCOOSCOCECOOEOECEES L ao ie Ue , te i © STD. SPACES @ 9-0"= 5A“O'| & 28 SPACES @ q'-O" = 54'-O* 74 STD SPACES EF-0' = 30"O" Ha 45° Z5'-O" | & 8: Zt -o" » ALIGN EXISTING PSYCH. WING SITE PLAN d | = | | Se 8 2 = Ab1\2.> Is | PLAN TRUE NORTH NORTH “SCALE: 1”=20'-0" WwW) EXISTING EXISTING ENCLOSED PEDESTRIAN LINK FLAG NOTES Be tx 01045 CUT, PATCH, REPAIR AND FINISH TO MATCH EXISTING IN MECHANICAL ROOM ON LOWER LEVEL OF PSYCHIATRY WING AS NECESSARY TO ae. INSTALL MECHANICAL WORK AND TO MAKE RELATED MODIFICATIONS. FLOOR IS CONCRETE. WALLS ARE CONCRETE AND GYPSUM WALL BOARD ON METAL STUDS; WALL SURFACES ARE PAINTED. CEILING IS FIREPROOFED EXPOSED STRUCTURAL STEEL BEAMS AND STEEL DECK. as 09900, TRAFFIC MARKINGS, TYPICAL. 3. 02510, WHEEL STOPS, TYPICAL. SECURE IN PLACE WITH (2) #3 DOWELS AND GROUT. 4. EXTEND WALK TO FACE OF BUILDING. 5: EXTEND SLAB TO FACE OF BUILDING. NICKE i WIT tt Cr 8 as) SeONEE OF AOUACENT [00 pa Pi SO Z 6. SKYBRIDGE N.|.C. a oe : CONCRETE KETAININ ae io STAIRS, RAMP, AND LANDINGS NOT IN CONTRACT. occeee,, [e = Q Xx tna cece pO ee, O La 8. 02523, CONCRETE WALKS BETWEEN EXISTING gait Sane al toe ‘ane WALKS AND UTILITY TRENCH. RESTORE A *Pe0,. es IRRIGATION LINES AND LANDSCAPING BETWEEN Je “ee, + covcnes. ee BUILDING ENTRANCE AND PARKING TO CONDITION : aN Se PP as LAR DEAL Ano THAT EXISTED AT TIME OF NOTICE TO PROCEED ere r *ee,° 21ACO PCE 568 | 2 (AINT TO MATCH ExiISTincs We ee SM oP 1.213,4,5,6 JACI2:& 9. 03300 CONCRETE ey. fil us MAU pee oe ae aay 10. 02510 ASPHALTIC CONCRETE PAVING “a 7 an a, 36,0: 20'-0" 4 e 11. | DONOT OVER EXCAVATE FOR TRENCH. RESTORE — — — RADIUS £0, d GRAVEL STRIP AT BUILDING PERIMETER. >, RSS 24!-¢" ; MAINTAIN CONNECTIONS BETWEEN EXISTING ‘o 3 Py 7 , FOUNDATION DRAINS AND STORM SEWER BUiLviNnés PROPERIT UNE , 42° | heh PEIN SHOWN FoR INFORMASTI on! ‘ 2 14. | PARKING SPACES SHOWN ARE EXISTING. REPAINT De adc ONY $ pane ANY LINES REMOVED OR OBSCURED BY EXPANSION JOINT © AREA HAT DRUvVE #1 CONSTRUCTION TO MATCH EXISTING. 25'-0' 0.0. TYPICAL Nils %| EXISTIN ot ye ConceetTE 7 IS PATCH , REPAR ANO FINISH “O MATCH EXISTING] EXTEKIOK INSULATION ANDO ox : ANISH STsTeEmM AT AKEA OF . ll MK. UWThUTY TRENCH WORK. PHASE II M.O.B. II . | eo a ee “ 6b EXISTINGS WALKWAY ae LINE OF BUILDING, ee AMO CAORIOLINES SHOWN — Bs “e INFORMATION ONLY, FOR. ComMPLETE see (2 \ ee ae ane = co PAINT To MATCH BUILDINGS] INFORMATION NIC, Y coe. Gn Eo EXISTIN Ca REFERENCE Coke ANO SHELL 0210 gent miata, P CONSTRUCTION LoCcUMENTS SITE FURNISHINGS £ ~\—sPRovive TEMreKARY KEMOVEALLE 7-0" CONCLETE RETAININGS > : GUAR P RAIL + Waele NIC. “er Se : Se ea — —- ¥ D b ExIsTINe) ELECTRICAL VAULT Se: SSeS ee rs | ON ee t ca ¥/ : LE IGOOO ELECTRICAL FoR ol , \ a7 // ‘ MANHOLE MovIFICATONS Be boo Se ae ee , : _ SEE LANDSCAPE DRAWINGS Pe i | | | ae = ' ° mons COCKER Y.— 1 1hiess\— ie = =9 ot ae ° ef FE is NT (oe) by. ee Adz. (SY | | ee i : ew rs ors eT ey pe ae pos ee EXISTING M.O.B. ew —--_ -_—_—— ——_ ee 7 ail se . x i 5 “S i wil LW / ig \% = a co ee ae a : Se Zee = 2 : CATCH BASIN - 4 AD12.9 ; Se | THACAL. SEE iow AEM RE art 37-6 we 3 — UOO0000U0U ee weeveuve ee AVIL DEA HINCaS = Pd ea N \ e @eeeeeeeeeeooooossoaoeeeeoespeeeeeeeeeeee ee, Ce © | +4 ; nH % fo. , a N 7 So BS <9 f Sy = H 7!) | 49.8 GENERAL NOTES re) re of — 3, x ‘ q " z y 2 = — ll vu | cf ; Pos 1. SEE 1/AD12.5 AND 2/AD12.5 FOR TYPICAL CONDITIONS AT 02523 CONCRETE CURBS. fs = ¢ a: ee ee ee PROVIDE EXPANSION JOINTS AND MATCH GRADE AND ALIGNMENT WHERE NEW CURBS =VA4 0 | ADJOIN EXISTING. SEE LEGEND BELOW. , + | ; = a> fang 2. SEE 3/AD12.5 FOR TYPICAL 02523 CONCRETE WALK CONSTRUCTION. MATCH GRADE a = 5] | TeENet AND PROVIDE EXPANSION JOINT WHERE NEW AND EXISTING WALKS ADJOIN. EXISTING 5 & = \, | SEE At WORK INCLUDES WORK INSTALLED BY MEDICAL OFFICE BUILDING Il CORE AND.SHELL Q} Hae Xe =e ee 29 : AND \/ADI2.% CONTRACTOR. PROVIDE CONTROL JOINTS EVENLY SPACED AS SHOWN AND EXPANSION 5 a = ® JOINTS WHERE NOTED. SEE LEGEND BELOW. ¥ — 3. WORK IN AREA INDICATED AS PHASE II CANNOT BEGIN UNTIL DIRECTED BY THE MOB II CORE AND SHELL CONTRACTOR. COORDINATE INSTALLATION OF ALL WORK IN PHASE I! WITH THE MOB II CORE AND SHELL CONTRACTOR. WORK INCLUDES, BUT IS NOT - LIMITED TO, CONCRETE WALKS AND SLABS, ASPHALTIC CONCRETE PAVING, FINAL GRADING AND LANDSCAPING. LEGEND reid a ee ACCESSIBLE PARKING roa SPACE, SEE F/A0 IG is aaa ae | { 1 H | aS 3 02523 CONCRETE WALK WITH \ — EXPANSION JOINT & he eee JOINT EXISTING CURB 02523 CONCRETE CURB WITH C1NCO PAINT MAHILUM & NORDFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 VALLEY MEDICAL CENTER AGENCY REVIEW MEDICAL OFFICE BUILDING II SITE IMPROVEMENTS 400 South 43rd Street Renton, WA 98055 — 228-3450 REVISIONS PLANNING Db Vv ‘SAN 08 1991 DRAWN CHECKED GES/GMe&| Pl DATE SEPT l2, \No TITLE SITE PLAN Omer, A n 3 | WC MOB §2 SITE IMP 89010.00 MOB—SITE.DWG (U-063-89 \ eam I f ck jorhscolepercsterr, AY Se pees) | fil Beg. . fe ~ ian SP 2: 43RD STREET } a =, —_ i a ae ee | SCALE: 1" = 200'-0" <— VICINITY MAP VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING IL MAHLUM & NORDFORS ARCHITECTURE « FACILITY PLANNING + INTERIORS - 3000 First Avenue, Seattle, WA 98121 « (206) 441-4151 Ae . \ 4 ~ - A i Bie oon te \ \ / i tee \ ‘ - BADE” sre. OMe * SEG EPC Sabai WME SRE AA * \ ee \ \ Ch Fee raemass ee es od \ 1 am \ 4 \ nen satratesnaa es snaitanne \ | \ . i \ j . \ \ : NS i \ \ . \ " S ‘a4 \ \ he Pa ; \ w i 3 :. EXISTING GARAGE ern enrescnin SERVICE | DRIVE *4 nnannanyg HT Met Le a te HOON WU UP em re cs mt ne — EXISTING _ STAT ia EXISTING PSYCH. WING WALKS 4 f PLAN TRUE NORTH NORTH PLANTING PLAN _ CNX “SCALE: 1"=20'-0° KN Noreés: PAM Lest: HAME SIZE. PLATAMAS ACERFOLIA LONHPCH PLAHE LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM ACER RUBRUK| ‘RED SUHSET' . RED SUNSET FIAPLE ACER RUBRUM ‘ARMSTRONG! ARMSTRONG'S RED FIAPLE HOMEY LocuUsT ACER CIRCINATUM NIHE OMAP Le EXISTING M.O.B. OF c " PHOTINIA FeASERI PHOT INTA cof ABBUTUS LU. 'COMPACTA STRAWBERRY TREE 5%, RHopePENpRcd UNIQUE UNIQUE “BHORODENDEON ~RHOCEDENDRON Pum. Fu. m4, PHoOpe DEN pRON : RHODO. CREAM cRe|T CREAM cRESstT RHO RHODE. CHRISTMAS CHEER CHRISTMAS cHEER RHOD. AZALEA ROSEBUD PINK’ EVERGREEH AZALEA MIAHOHIA A. COMPACTA COMPACT OREGCH GRAPE of ‘ILEX 2. GeLDEN GEM’ ADLDEN cHIMESE HOLLY ef} AHNHUALS SPRING CINQUEFOIL : ¢ ENGLISH Ivy S0D LAWH be a oS LATIN FETENTILLA T. a ices ~ EXISTING ae EXISTING FOUNTAIN COXCOcoCD ROK WALL ZB'CAL, eaL: L'CAL. oCAL.° ‘GLEDITSIA T. 'SHADEMASTER! 2"CAL. EAD HT. EXISTING PLANTINGS TO REMAIN 2A" HT ZA" HT. if" AT. I" HT. eS Ht iS" HT. z aA. 5 GAL. 2 GAL. 4" POTS A POTS PLANNING DIVISION CITY OF RENTON Jar 08 4091 roe ~ gat 6 =D |SHEET | ip) MAHILUM & N ay ll SITE IMPROVEMENTS 5 VALLEY MEDICAL CENTER REVISIONS * JDRAWN [CHECKED] DATE. | ie 2, TAT Es yf PLANITH . MAHLUM & NORDFORS ARCHITECTURE ¢ FACILITY PLANNING ¢ INTERIORS | 2505 Third Avenue, Seattle, WA 98121 ¢ (206) 441-4151 1 ’ 1) | il ELev, loS-o t ELev. 136-2" ! ELev, IBo-o’ ELEV. loG-o ELEV, lo2-o PEDESTRIAN ENE CHIN HILLS Foor Mop | Foor PARKING Mose I| ROooE AT TAcBoT RoAo (BEHiNne) SsreucTURE KOOF VIEW CoRRIDOR. (BEHIND) BLEV. Ipo-o! ae : TALBOT ROAD AT VIEW coke ID OR. " a a ae NG oF co ESTRAN | al — Po | | TALBOT ROAD MEDICAL OFFICE BUILDING I! SITE IMPROVEMENTS 400 South 43rd Street Renton, WA 98055 @ 228-3450 VALLEY MEDICAL CENTER SITE SECTION LOOKRINGs SOUTH. | He 4 ey MOB || BUILDING] ROOF IS LOWER. THAN EYE LEVEL AT TALBOT PBOAD AND |S THE SAME HEIGHT AS THE EXISTING HOSPITAL, AND “THEREFORE BPoES NIoT DISRUPT VIEW FROM BUILDINGS EAST OF = AND UP HILL FROM TALBOT ROAD. Drawn Checked Title UXHIBIT NO. =F ITEM NO. LA -OLB 29 a Sheet CU- -O03-S¢ | METES ¢ BOUNDS TATA Le Ni A Nics@az"c- 307377 N Norsoor'e - izaz27 o 86<SsTORM MANHOLE (Sr rat) B Nmvoszw- 4000 o Norsore- sew. . | Oe Se Pere , C Nio’SoazZ’E - |\scoao P Naeqosceul - 1007 0 CATTH BASIN (C8) D Noprzs‘s7Wl-772.40 Q Nor@ore- ote . eS ee E Nitswosul-z4aoaq, RR N72 avosul- slacz ° WSTER STANDAIPE ale OY 4 3 F Naerzaeu-stoco s N7wee'otul- seszm 2 VAULT OF RISER STREET ELEN. G Neto¢is ul - 7-78 + Nerozvceus - 416.16 — LUMINAIRE Ri + EGC” R-5040 UC ONO MeE- z8SLS : Firs 4 DRANT V ake J wl & << x > as ~ al z ~ 106.00) ~ HOSP! A=12°2O 78" Re B30. A= O62 IS" B=1463.33 N2/°2O50FE - S3232Z2 A= |340'47" &= 47646 NOPSOOI'E - 10.23 DATUM : CONTEUR, INTERVAL: Thlo FEET ee = = —_ " , LF. SS mene aeitten N 27°02'0Rn Wl - 71.46 N Oo’ SG S2"E - 122 40 N atrozsog nl- 346.42 Natvozoe ut - 7e774 N eos of) - 461.20 VERTICAL: FINISHED FIRST FLQDR OF HOSPITAL - ELEV = co HORIZONTAL: ING COUNTY SHORT FLAoT RECORDED UNDER, KING COUNTY RECORDING Ne 7Hiziago1n LiG4tr sTANDARD PROPERTY CORNER, UTILITY Rove Kw BRASH LINE "Coa ee LINE TKEE —0—" (4 Ont Bul, LINE CuULY CULVERT Cont ContceE TE YTD +YDRANT CMP MRRUGSTED METAL HFE Le INVERT ELEVATION Mt MANHOLE HO WATER NA NoT AC SESS6ABLE MAHLUM & NORDFORS ARCHITECTURE ¢ FACILITY PLANNING ¢ INTERIORS 2505 Third Avenue, Seattle, WA 98121 © (206) 441-4151 MEDICAL OFFICE BUILDING Il SITE’ IMPROVEMENTS 400 South 43rd Street Renton, WA 98055 ® 228-3450 VALLEY MEDICAL CENTER XO . pi | Ng = Maa \ Kf wie: i \ \ STATE | \ \ } l Breviee FRE wrininca oS. Mot il we | 3b X 2% = "Te. ae WB" co--P Pinta. cE \ N \ in 18909 x2m? \ 2 \ (en oo 3 } Tota REQe A od TOTAL PE 0EI0 We en ( Drawn Checked Ges a'r . : . - A 2 = ee See : j ! | M RES < Hol w : APE. | an Date yey ELEV. ABOVE MEAN SEA LEVEL Title CAMPUS SITE PLAN an oem 1" = 60 Sheet A-1 97400 TL S|DINe | : Pe SCREEN WALL | . ‘ ; aa : i Hbi th ; fs ” mea i . : aI . “4 tr? Hay [re ‘ue one i r . - seanenenens | a i a a secant’ eserewes cet Seeteonen = Oe = a haeaprigne fate aeyosaskinetncriorinnce oaaisconongen ta A La LI aes use _I Cl oe . | Mes s 1 a | a es a ee a ae “ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 + | age ace ae SE ERIC wider + Pine ore ert _ / re encmmne + — — — —+ — —_— 4 oe of oe Aurion nc a wl eae ee | ae as : | ; oe, fe XL I 4 Hi de aa! if 3 | a ' : : | eee a : aoe ios ; = - eSetom W/ a sib im SOUTH q| die fi J | Of | §a| f eS c*) ©) © ‘od € 6 <| ‘ : Ay - | Sohal q | ! : . | mis i af | o-Ese Ae A : | T | y A Sooo | an NOS | ; v Bate | | | a Ea) | ee : | | LTE s LO ATT : ri. . rep r f] | : REVISIONS é tt : - — | ) : ip | A} =!) LE xT Ul | ) | rs =A iH | \ ae E Fle | ps ears P : ~LI a a Bie Y SEcONe - A RS (ee “eve Wiz ee M&N # 89007.00 DRAWN CHECKED a e o> \" : er. 1 Peo k pea , | “+ . : DATE z me , as be , ice ccc ie heateen aoe wes 6) Pp ae ee eS a eg ee * | le/ &/ W910 TITLE aa g 1991 stan “ JAN ° EEA ONSe e is as Dao AS as 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 & @) ) © ©) G) ©) G) OC MAHLUM & NORDFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS | occa + i —- SOE RES Se, Sa 7 ? ss eton — ——_— — ee ———— a i es a me a eee eee a ee eeiatieh ——— ee com NOT + Ves'* |'-o' _AGENCY REVIEW. Renton, —Washim VALLEY MEDICAL OFFICE BUILDING I] L i q t eae - Fleoek REVISIONS Fleen | rd x | | iT = ; —— Si- : aoe lz > 4), > <5 tere ® | am 7 * Fleer. | — uty es q \ | i= | | 735 ce I x | M&N # 89007.00 ( | =a | pA ; rae = sf 2 DRAWN CHECKED . - : — ; toro’ 5 | | | | c Ri DATE +4 | | 2, 3 Logue | lefe fase 3 : | | ; < . PLANNING DIVISION TITLE ' CITY OF RENTON cree. lor. | | , Sidi 3 1991 ELEVATIONS WEST . meceveO | [ser @ ie | ® (e) (10) CQ) i es a ee | + Pct ae eet Beh - | J ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 a ae | l Ml —. MAIHLUM & NORDIFORS : | | | ee NT, ‘S | | j | | k 2 a [ | | : we : : | | ; ee “it 1 | | C + eee ey 4 . {i 8 | # oot ae oe eee POM oe Be SS ee SOs amecaneaetae 5 x: uu | ; (e) | 7 eo) ! | | (Oe | NORTH SKY SR IPGE ‘3 ; many 0 ie | | EAST SKTLKIDcge $e ea gs VESTIEULE - ae ae / ~! J enh El > cc CENTFEL UNS | + ; alt ete 21 Bs | ak Cian ae i gig Sa ‘s aoe = PY Skye Kies | _ [zee |/ Ny i 7 | zs : ‘ | | ~ aghaahilad G | ape yy pp fas eae | ‘ ae , eatin ase Taal Oo Vs et: = : METRO Sie oo ee ees ae i silt | : | bee Pa ll nee ee he | | it | <— ' a ~~WREFERBNCE foINT i) _ ee 7 | a | | | ef 2 aa y I | Hee (D)}—-—— - | | | He s + = | ae | | | | Day § @. Ve , ot 2 el ce iy 3 A eS Re es - N'- B**' VERIFY af (OO) NoestH SSreRIDSE RAW | (4 Beast Sa yS@eRiboe FLAKY CL) ete er a @ ‘ See = oer +e fe ated ra td ¢ e-o' | | > ita oer xk JK. P ome F , P Sas <> | | yo) 4 | | : i > | Vee Whe eee ae | a : =| a | | | | | a 6) : | | = / : a a5 | | ! | : | ZV FL — he ty | | 1 J ; ary BLEO8 ee oe : ge , ceuaeeea oe =t 0 78-07 = eh 75°O | q : , I | 3 ; fj . | if, | | th | \ Kd i | | | bebe | | : pW | Bee] (eS Eg ta | | | | i ty aareet \ v ae i ! ee LORS 3 oie ik COS pP aie me ae eee cy Sas ee re i be ss be aa? im IST FL EE, og \ u | | LU Ee eee ae we See © B> ® | \ we |. Mornisss Bees ti ite it ches igs a ee ne & t - eric ae® FLOOR | ) 3 | | Ss — Z. | @ CENTERLINE 1, | ' | | poe <q Led F3'-Oll 4 | | r | | eo grate ate © Sf OS i ipo we | i | A ene EAE hea me 20D FLOOR bog oe ae: he hs a es - | | a j aa Sige | a " SIO =a c es < oS eC “Ag hg ee | jean Qo : < ? a | Ce it : ere | | bo AG | JOT FLOOK lof FLOOR d er eee 7 = 26'-O" 1 Ne Cyl y, ray rail aa ee = (2 SST RR DEE aCTION (B\ SETRRIDSE SECTION > ie. ie ae eo) ‘a= t'- oo" : 1652 : GISTERED iaeedl JOHN £. MAHLUM STATE OF WASHINGTON ; | | | | a : : pis | IT | j ; | | ae REVISIONS | : We Seis a oe ile diame : ry ¥ ‘S55 a sy tree BON 4 Litt CEO , pe A } AM | re ‘ G ve pear eehe 2 | ! , M&N # 89007.00 i | | | ae DRAWN | CHECKED ed | eae ee | oe | ‘e | | 2 ee I/e/ i110 : e 4! ae ae ae em et Pigiry OF RENTON TITLE ; Se eeitee FLARES (3) S*KTRRICSE WEST BLeWttICW (ee Seresinee SouTH SB ek.e4TICK Brveil ED |earWaTinS | C See re eee : SHEET | F é ] | [A=17 (U-063-87 CONSTRUCTION DOCUMENTS FOR: VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING RENTON, WASHINGTON VOLUME 2: PROJECT DRAWINGS MAHILUM & NORDIFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 VICINITY MAP HOSPITAL SITE PLAN PROJECT DATA LEGEND etom W asinim AGENCY REVIEW IRSMtOM, VALLEY MEDICAL OFFICE BUILDING II YMC MOB #2 89007—A0.DWG oe so \\ BUILDING SECTION 4 THE PROJECT THE DESIGN TEAM 0 COMMERCIAL | __. SELTION NO. j IAL 4 ; PROJECT DESCRIPTION Architect LOCATED ON SHEET... yi é ; Mahlum & Nordfors Gregory Lewis, Principal-in-Charge This project is for the construction of a new medical office building core and shell at 2505 Third Avenue Dan Jardine, Project Architect WALL SECTION : ‘ Valley Medical Center. The site is located in the northwest part of the campus between Suite 219 Gary Braun, Project Architect _.. SECTION NO. 2 the Psychiatry Wing and Parking Garage. Site improvement work (which includes Seattle, Washington 98121 CATEL ON SHEET. utilities, parking, and landscaping) and building tenant improvements are not part of (206) 44-4151 LOCATE? ce 7 this contract. (206) 441-0478 Fax See Section 01010, Summary of Work, for a complete project description. ee DETAIL Na, CONSULTANTS “ Owner i ae LoeMED ON SHEET... Valley Medical Center Romulo Almeda, Director of Engineering Structural Engineer 400 South 43rd Street Skilling, Ward, Magneson, Barkshire, Inc. Ken Dahl, S.E., Project Manager INTERIOR ELEVATION Renton, Washington 98055 1420 Fifth Avenue é <—_———_ ELEVATION NO. (206) 288-3450 Suite 500 Seattle, Washington 98101 (206) 292-1200 Mechanical Engineer peat ly Holaday-Parks, Inc. Jim Reynolds, Project Manager 22 pooR NUMBER 616 First Avenue (S€& Senemue) LEGAL DESCRIPTION Suite 600 : Seattle, Washington 98104 e* All that portion of the North 1/2 of the Northeast 1/4 of Section (206) 292-1160 ROOM IDENTIFICATION : OFFICE <—__—_ Fam NANE : SEE PRANING, ALI 31, Township 23 North, Range 5 Fast, W.M. lying northerly of the Electrical Engineer 22 <————. FP NUMPER rab) a (oot ga site > eae Sparling James Duncan, Principal ~ LAN S AREA ee northerly margin of South 180th Street; westerly of the westerly 1920 Eastlake Avenue East PARTITION TYPES Mn | Seattle, Washington 98102 foge margin of Springbrook Road (Talbot Hill Road) (96th Avenue South); a ee er) | ti: ARE RESISTIVE « CONSTRUCTION ‘ \ easterly of Primary State Highway No. 5 (East Valley Freeway). Value of Construction: $5,200,000.00 oe 60 60 of 2HA- FIRE REACTIVE CONSTRUCTION dad FF See [HR PARTTION SE LAD G.I g | = PREIECT SITE AKER :; 27,000 SQUAKE FEET : a | Located on South 180th Street between Valley Freeway on the west Sl piv. ZHA PATITON SEE ZAG. | f and 96th Avenue South on the East. Sh LBS: A ZH. PET WALL ORE 9/ be bl NO SCALE MN: Mpa QOH WONG WALL ee Ye i, aia a sis: 3 ace ae 4 4} KING COUNTY TAX ASSESSOR'S ACCOUNT NUMBER: (312) 305-9002 K : (memes "4 SCALE: 1° = 200'-0" | | NOTE: tin ON | To % — OF CONCRETE OR ACE OF NEIAL sTUps. x D. Set Back From Property Line: front yard 20 feet, rear yard 10 feet, side F. Allowable Floor Area: 1.03 Applicable Code and Ordinances sh a For Construction T ll FR ; sc or Construction E. Parking Requirements: Medical Office Buildings-one stall for every 200 For Goeipaney Gibune B2 Codes and ordinances area most current edition at date of construction gross building square footage. Auditoriums-one stall for each four fixed seats Floor Gross Floor a documents Of one stall for each 100 square feet of floor area of main auditorium or of Basic ficult Area TE aeiean rea Net Leasable 4a ig +s . ‘ ; ter. : ’ ’ ‘ A. _ Uniform Building Code, 1988 Edition principal place of assembly not containing fixed seats, whichever is greater For Multi-story (x2) 39.900 5 a : as sq.ft. dit ac re PART 3 BUILDING CODE REQUIREMENTS he a. B. _ Life Safety Code, NFPA 101, 1988 Edition 79,800 4 re bid 21 sb : : 5 , C. Uniform, Mechanical Code, 1988 Edition 3.01 Governing Code Automatic Sprinkler System (x2) 79.800 nae eeraee oth , a ‘ wi aaa ’ ; i a TOTAL Th ane D. Uniform Fire Code, 1988 Edition The Uniform building Code, 1988 Edition, governs TOTAL ALLOWABLE AREA 159,600 110,966 sq.ft. ea; ime h / ° . : j i .02 Project Classification SRE okon <2 ee ee E. City of Renton Zoning Ordinance 3 3.0 , roject Clas PART 4 ENERGY DE IREMENT * includes both skybridges totaling 1,296 . ee : ' sq.ft. ._F.__ Uniform Plumbing Code, 1988 Edition seer SOO 4.01 Governing Code i iy G Washington State Board of Health, Hospital Rules and Regulations, Published : _ Fire Zone: NA Washington State Energy Code, 1986 Edition, governs January 1989 , . C. Occupancy mixed as follows: H. State Fire Marshal Requirements 1. Group B2--all areas-except group A3 Occupancy Load Summary |. State Electrical WAC 296-46 (National Electrical Code, 1987 Edition) 2. Group A3--Auditorium and Meeting Rooms Ps nae Envigonm oa Protection Act D. Required occupancy separation between B2 and A3: none required. Number of Occupants Required Exit / Exit Width . < : ig c ' Floor Usable O.L.F. Occupants Door width Occupantse Required Exit Width/Exit K. State Law RCW 70.92, 70.92A Public Buildings - Provision for Aged and E. Construction Type: Saar into Exits Width m ‘ é ee stairway Handicapped . ‘ 1. Type Il FR, Fully Sprinklered ‘ Penthouse 702 300 2 i i AC 212-14 ; ae : L. Washington State Fire Alarm Code, W 2. Type of construction/fire resistive requirements: ei ae aes jee ee rok ; % , ie \ ’ . 3.8 1.9 M. Washington State Energy Code, WAC 51-12, 1986 Edition 9 j : Element — ; ER UL Assembly# Fourth 19,670 100 196 1.9 294 2 5.8 2.9 i R lations for Barrier-Free Facilities, WAC 51-10 xterior bearing walls our - H., Mshingion-Slalp Heguinl ; Interior bearing walls 2 hour - Third 17,320 100 173 1.6 320 2 6.4 3. Exteri bac 4° heur’ U425 : ° om ina Code xterior non-bearing our Q__ Gity of Renton Building and Zoning C - Structural frame (exterior) 3 hour N706 Second 17,370 100 173 1.6 420.5 2 8.4 4.2 . wit Structural frame 2 hour . X701, X704, N706, X723 PART 2. ZONING CODE REQUIREMENTS : Partitions, permanent 1 hour’? | . First - - 537 3,58 587 3 11.74 3.9 ‘ : : Shaft enclosures 2 hours U411, U412 Total 1.277 2.01 = awgning Sade ‘ : Floors 2 hour D703, D916 The City of Renton Zoning Ordinance governs. Roofs 1 hour P701, P92 @ Per Section 3303(a) and (b) of the Uniform Building Code (UBC): A ; ¢ . *Exterior Bearing Walls: May be 1-hour fire resistive construction Fourth 196 + .5(196) = 294 2.02 Project porary Amely aie ,' where unprotected openings are permitted. Openings in Type ll FR coe i fo ee ec. oe “ i fice n: Zone P-4 buildings shall be protected by a 3/4-hour rated assembly when they are ce 537 : ote: Beg — ee A. Property Classification: 1 F less than 20 feet from an adjacent property line of the center of a public ' c B. Building Height: 50 feet maximum, except as allowed by conditional use. way. * Only one of three first floor exits will exit through the second floor: ‘ ' hie Floor Mila: naire . **Pastitions, Permanent: Where 1-hour fire resistive construction Per meeting with the City of Renton on July 18, 1989, 1/3 of the occupants in the Auditorium/Lobby area and 1/2 of C. Allowable : ee throughout is required, an approved, automatic sprinkler system may be the occupantsof the remaining area of the first floor multiplied by 50 percent will exit through the second floor. é substituted. .33(261) + .6(276) = 224 ne Only one of three second floor exits and one of two third floor eixts will exit through the first floor: 5(173)/3 = 28.8, .25(173)/2 = 21.6 ‘ Occupants = 587 Exit width = 11.74 Required Exits = 3 ARCHITECTURAL Ai7 A18 Cover Sheet Site Plan First Floor Plan Second Floor Plan Third Floor Plan Fourth/Fifth. Floor Plan Roof Plan First Floor Reflected Ceiling Plan Second Floor Reflected Ceiling Plan Third Floor Reflected Ceiling Plan Fourth/Fifth Floor Reflected Ceiling Plan Interior Elevations Exterior Elevations Exterior Elevations Building Sections Wall Sections Skybridge Plans and Elevations Skybridge Reflected Ceiling Plans and Roof Plans STRUCTURAL $1-1 General Information $1-2 General Notes $1-3 Typical Concrete Details $1-4 Typical Steel Details $1-5 Typical Steel Details $1-6 Typical Steel Details S$2-1 Foundation Plan—First Floor $2-2 Floor Framing Plan—Second Floor $2-3 Floor Framing Plan—Third Floor $2-4 Floor Framing Plan—Fourth/Fifth Floor S2-6 Roof Framing Plan $3-1 Schedules $4-1 Foundation Wall Details S5-1 North Skybridge Plans and Details S$5-2 East Skybridge Plans and Details MECHANICAL M-1 M-2 M-3 pEZEE NOOO D vuDVUD On dp Legend and Notes First Floor HVAC Plan Second Floor HVAC Plan Third Floor HVAC Plan Fourth/Fifth Floor HVAC Plan Roof Plan Schedules Foundation Plumbing First Floor Plumbing Second Floor Plumbing Third Floor Plumbing Fourth/Fifth Floor Plumbing Roof Plumbing ELECTRICAL AnKRONW— mmmmmmmm on ea N Symbols and Abbreviations PLANNING pivisio’ First Floor Plan GITY OF RENTON Second Floor Plan 499 4 Third Floor Plan Fourth/Fifth Floor Plan JAN 0 8 Roof Plan Power and Riser Diagram REL ci v cD inrorate , Electrical Details 1632 REGISTERED s STATE OF WASHINGTON REVISIONS M&N # 89007.00 DRAWN CHECKED DATE lo/e/ 90 TITLE | COVER SHEET a SHEET VMC MOB #2 89007—A1.DWG MAHILUM & NORDIFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 EXISTING S¢REEN WALL FIN'ISHEOS Freee oF =) EXISTING GARAGE | |e-7' ah RESTORE AHL LANDSCAPING \ AND [KEIGQIATION To ‘ CeEIGINAK CONPITION THAT Is PAMYIACSED BT en SKTBRIFPSSE WOKK THIS AREAS 71- BAe t etomn rd | a | = ae! [am | pad = FO Gj FE] “J : (e) em peek a a o g © as y — a= c Fr, 7, | | Cr CENTS eLINE E, ¥ : oh EAST SK YRiCDa = aoe ess o | BS ‘i : ; Oe an Ee fael en pee EE © ais ee, AS EXISTING M.O.B. = ‘a DO00000000r ba @ E pa | — ~~ -~ =r EP ea, a J = (000000009 Trenctt <q = ! El > = o00000000— a oy Ny, ES wg REGISTERED STATE OF WASHINGTON ne AAS, C REVISIONS EXISTING PSYCH. WING pure 6 mela 8 Albay \ M&N # 89007.00 yh Ee a ttbicr is fi oe A ee HNIC RK DRAWN CHECKED Dee ee piston DATE 1" = 20"—0" NORTH SI PLAN RENTON lo/e/ iro g\ yn 0 8 TITLE evetveD SITE PLAN SHEET A-1 CU-063-87 2 oO 714S meswits WATERPROOFING, TTcAL OS500 T | | | | | , hit LADDER TYrienL He 3d) Vagal) Mebane’ agate EN EE RS ae Gi ae ALIGgN INTERIOR FINISHER D FAcE 1 u 27-0 | ae | | ie ae os OE | og SEE 1/AR 1. | OF SMAFT WAkK AGeovE WITH ah EDSE e©F CONCEETE , SEE B/ACGI Nini —= — oSSo ie atid ae ——————— CauUARDEAIL DTH eee once = nag , PARTIAL FIRST FlooRk, PLAN Soo = \ "es @) = | lo'- 1] fea 0. cy ee a ae gg ee | a + |! : 4q--t-s ou a panet qs ] 2/0_ | 4 See —s sae w \ (i ~ es He op ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 VMC MOB #2 89007—A2.DWG — 93 © @) CONCRETE BIETAIN ING] WALL : SER STeucTuRAI | 24-0) TTPICAL | i} Fister a age Witt CENTEE UNG. . ml ae A oy fs 4 y OF COLU ie, ahs > el! 3z° c . V” SO *2 ' | Pook lo2& THEESHOLO ae | | aig @ ONE EN | , ine - 03300 35’ “xX / wo : | = ge " | | \ | hi BNP / By ete SNK a | xz " — ‘ uy w a a MECH. /ELEC. | oS$e0 a 1 4 ciofe Ye'rtel-o" ) ents ain La , ; r Louve® ; b Tesce Gems toate ON ‘eu i TEE PENA, SS, Tee ere — a ee ee 107 = N}S 1 an ‘ \ eS ANO LANDINGS with | lozp : eee | | | ale + fe if onco INSI OR / ae = | , : ! Fesor ! E | | / mn | Loo NF a eae: / FAINT TYPICAL FINISHED Ma ica | camel eee 1oSB i PEAN ; a © at ¥ Re l | | FLEZOK PEKAIN Tof FcurReG ; — 35° 1" Ene ee RE mays Ya: ant er Pe | | uo WEST | errs oad a oo m —_ aad ; = 033029 4 % STAIR " x! ; cess ao aggre es © ef 5 102 he se: | Lo SLA 2" | ; E Sd AT MECHANICAL KOoOM icy ae se i hi. i ou S . " 2 wt a it “a “es 4 ‘a - * #8 is ie = S. FS a a ms F ; a UP — rae Sa x = om > er on ee oO | | = 3500 h-- ' ' 4 or 2 a od Reps y . Le or IThe Gg | a CS500 ! | 1 r | "heer © s | | : | BEOP IN METAL STAIR TENANT IMPROVEMENT — ELECTRICAL J Yi) Wit Bok | ashe | 2 OAA00 | i , 4 ies ea = o PRINT TYPICAL ae ! | : Be So ae | - bai to ASH EE, > ig { oe Aaa (B 2 oe. eet oe eae ¥ s Liye Ned — beeeal l Ree a O5S00 | | 4 eee Om, MI | | C.e S Ly ef a Pi YS CBS © B CZ : | > re tes HAN OFAIL J QUARK? KAIL a) “ay SEALANT : ex 24! Above alee Nos& ANO LANDINGS EMBEDPEO >! | ':+— af 8 Boe Zt BEYOND EoTToM | * i % is i “a ¥ “ae . pees oi 6a | — = = Foe UNDER FRAME, — © , VN lege ee ok | a oe <r] ‘ | . e'-o * = = — A ; , EXTEND |2' BEXeND Tor |, J | Oana ~$- XC) vos FRAME ae. a Y i} "oo FiSeER i) e el eneneene | e on | 2 | Ber jh 0% | Ar | ! 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J T % sis a Ty ce seer = | ————— | a oe | | , 3 ) , Z , . | , , REGISTERED -' + —+ y a Fs \! | & T | | | D oF | | | ATE OF WASHINGTON BSE : tt a : ! ABOVE. i || | | ! ! ‘ | 1 | | af ? 7 7 1 1 ! eo et La eS eee i i ee Spee op | , ! ag, ee ! | ! ! ! | ) % ! | a eas | nm tt | | | RS ecepeae || | ! ! aol | | | : ee i FE --—~----— ee. ! ! ee | ora SP cai a a a ee le | fs LI T im ‘ 2 r a , | : ! ! | 2 ere st. eT OT eg ee | | * | SER EE ae eee omar ee eS Pe es ae pt ee lk tet “ | : ny ss ss eg tt ey - ———_ | | | | | : | ae : we | | I i} | | | he | 1 | ANZ, Gig) | I | i | | 1 | i | | | | | | M&N # 89007.00 DRAWN CHECKED See ee ee Or es —: | 1/8” = 1-0 ELEVATION 36’—0 3 NORTH DATE lof E/N PLANNING TON TE JAN 0 @ 1991 FIRST FLOOR PLAN neve VEO [Sicer : A-2 ; : | ate | bU-063-07 4 VMC MOB #2 89007—A3.DWG | 7) 02400 CONCKE TE LETANINGS MARHILUM & NORDFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 (2) 40) Fr gan : | ZN \ 1 i 1 WALL - SEE STRICT "ks | ' * T4Picee » C7 05500 oa ; ; 1 | | \ ' @QUAKO LALA HANDRAIL WITH , O1mn9O oy on AN ae Poe | PANS T= TaPricCAc = Shaye: EbCaE OF SKTERIUD GE , | A | APOVE - SEE Ai7 T } 1 ut | i] 02200 q CONCKETE STAK | ___ | tht | 1 | | e@ Wl KD Pe. ei \ te CONC KETE | ee as So ny lish re Se he ele |e e es Les iss CURE & | *5 “4 loTe ii" ca o/ 1\ sii 7 ; Sipe WAR | : ; RES a le AT a i 5 ur \ ee : - 5s eat ; ; : f= = = | =e a mei = —- —s = wa = t . = 3 , | 5 ra a) M DN > | 3 | ee as |* yO Ti | | | ! \ \ a wo" lel oss gl ten Sai ae Hee eae Sg ee : se —f. | pt : 4 ] ] "9 =i th r \' g = ie RiBig,,. 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BN ah es DA wo. = 7-0" ELEVATION 51’—0” NORTH DATE Do/2/\"0 PLANNING DIVISK TITLE oF REN? or SECOND FLOOR JAN 08 4991 PLAN REveivED SHEET y A-3 CU-063-81 i ——&® Pae | yY MAHILUM & NORDFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 THricAu 27-oO | NL ' \ | ' } SK YBRIDGE | fe , | NORTH i ae ee . | er ae CONTINUATION | ea, \ | 1 ~~ OF TERT bose a! eco ioe. ! a a le 7 Te ae a i} | I | | f A \ | ae | \ | | | | : \ ; | | “o | | oN he ' : ' ‘ q | | ! is Pi | | ' ' 1 w a + oS ae CGPS EE GEER OL Rees | | a ale “oO | 1 at | | | ay | i 1 1 1 f 4 0 al oom _ ' FA a FA | bee 1 | - ng £ | | oe ee — — = — _ — — soe -_ a — — -—— a) r ~- | re) \ | \ | of | | | | 1 ! 1 =) \ \ \ | \ | “i ! \ 1 | | % \ ' \ \ ' p' i, : 7 | \|\Yo ; ae ; | : ! ity ! fa \ \ \ \ \ | | i i ‘e) WEST STAIR v 402 \ | \ | | | - at ' ; ,; CORRIDOR | | las Y an Mon 5. cage ot 4 si | 1 AGENCY REVIEW | CONTIN EWATION OF SKY Kheibese ag = sp se, ya (gE Feet I 303 | | i | i am or] i] 1 | | | “o | | /c 2 | “5 ; TENANT IMPROVEMENT AREA ; og © ae 316 =O | ! ! ! | beg oon ea ~ * Le e wv ; | | me | 8 ; ; ELECTRICAL “s , TENANT IMPROVEMENT AREA Sag oy deck AY | Si " JANITOR tte Ae 4 | © | | l “ ee | ! el \ | _ " <q] — ae | | | wD és FiRG FA TING|LUIGHER CORRIDOR “ Go Oj %' | | ANU CABINET | mien. > an: ae | LOBBY fk els ae ‘i ia lIoKRo — e SAORANEDIOE (BEES 4 FIKE ExT) siGeuisHee 304C re) ANO CABINET | eS e a cw LS ee oye Sr — ee. Ne ae i. = See ha : “e be =) : Pa) oe : ' - PigrrLart = 0 — ag aS — m CABINETS Oa) sk Pa ee eae S| ¢ CrEN 4 , | | : ® ' j oOo = ] yy C-o" | BELon | Up : q ‘ b j 4 - ~ | | ee. S , ; = —— ——— — — y i fe) ___. 07500 DENEEANG- KooF ints ON ! a - ‘a | ga a INGULATINGS] CONCRETE pEcK - 2's" oe ne a = hice oamana EAST a | | | | | | - | \ is TT ICA ! | | ee | oka a 4 306 <q = * = ; Re a a 5 = 2 a ore oye ; | | li%es ler % e's Ye," a) 2a =a I ” : 1 W 3 “ ia " BS Y, Oo s = tor ( Aer | | | WAITING a 2 ! a THAICAL ( bd ye SEE AI7 For a % “e' - 07700 J |} IN 7 Om|-G | | BeUbLE SLOPED ae i , i XII aS VMC MOB #2 89007—A4.DWG | i REGISTERED eee = nat _ Serucant Clo'x G o' O ie J , TENANT IMPROVEMENT AREA ith es 4 WASHINGTON | | 08800 a > | 317 TATE OF oe SINGLE LAMINATED GLAQ Gey We hos’ eee Ka | CENTFRK ON CANOPY a eae I J j : Mh. 7 | , ! TrricAW . 1§ 1 : fea a Se00e i aA 4 Af Le a ca a Rae tk Eire Roerineg ON “9 Kooe DKEAIN 3 L + rig I T | | ; | | \ O720CO “igo TTPICAL | KicgiO INGULATICON | , om. F SLOPE MIN Ye" rEk l-e = REVISIONS Te KOOF LEAIN pe es Pe 2 eng: cggeeeeneey | “ 9 \ | l | Hic Akw \ + | os — etapa a a ie = pegewreiaes * ES “4 z = is = z ze Se = 2 ae ae a % aoe Z. Eee By TyT TTT T + \ | \ | \ by Ka A) tae e i | 1} i | | - aol | SO ao pee waa ae oy ea By is y 2s a pe ee % CS BY EF ay ya Beggs Rays xe 3 ae i ie =i pr is a8 (s-- | 3 hi a ee we ite ris eee = ee e es ie ths cy oo “ ee g 18 | 2 RE: AH eas a I a ee ee ee ee oe “eae [oy ogee: veut te emmapmarta olin ie Sete, Se eer hrpkcati wh steagere vee cS ie: \ | \ | i %& : — re8 a ee SO Eee —— oH a hed LY | | | | ' ' , / |e | ie-o i2-O mt cet \ | | | ? + | + 4 + se aah | ; | | | M&N # 89007.00 DRAWN CHECKED Ti Bie lee bial. Qala R PLAN 1/8” = 1'=0" ELEVATION 64’—0” NORTH ' , DATE lo/a/J i970 PLANNING ONTON TITLE : jan 0 8 1991 THIRD FLOOR PLAN ReEvciVED SHEET A-4 CU-063-87 VMC MOB #2 89007-—A5.DWG SEE Aim” koor hm MARHILUM & NORDIFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 ; re | 1 | ' u 1 " bis eck) Let 2+'-o | q % TYP cA ” | \ \ \ \ 1 \ | } ye! | | ! | | | ? We a | | i} | ! ' = sii, 9 i ee | | l-® | | \ \ oo i 1 i - * aa = : eS = it = a == === = a == he >——— = ET — | “ —— “0 | 1 | ! ' i | | | t 1 ! 1 ' I 1 ! | | | | | | ! | | i] | | | | | | ! Le | 1 \ { 1 | ea oo Bh eli Riot fear aa | off it h. x | | A) a l | ! | | | ! | 1 | | WEST STAIR ’ | | | | | | | | | | | | | | | | | | | | | | | CB aia i te, Ah ae em ie ye ee es en Ge ee Ak ee | + % i | | | 1 | I \ \ | | | | | ! | , Re | \ | \ \ | \ ' | \ | za | . % | | ! ELECTRICAL MEN 406, 506 407, 507 ff | | | f JANITOR i + sy 7 | | | | ee 9 \ | | J ice Bee ie | : — Mo : ilisacor | \ ' \ (e { \ ’ * 2 0 e cy | _—— a a ‘ Why e ot ears oat ° i | AY) , . | ! Nell Pactinhenuisner CORRIDOR - & Fy) - * 403, 3 LOBBY | | | AND CABINET | he 5 S 9 ry. 4 ] 4 . ; ¢ . es. _ loro , | * ct Bs FIRE EXTIN CqUiGH ER x & [ a a STS TE ST LT TS a Ss ST a wo wo owen avon 6 oe ee <a ANDO CABINET a 1 = | z | ¢ | ? \ | € | DN | | t ie ! 1 é ot ms ena ' | 1 1 1 \ \ CA | | oe Sie SORAae NR ORs es fe a i Se \ | (ose o ile I | oe | | TENANT IMPROVEMENT AREA ae peat | 1 1 ' ; ~~ ; OSSCO \ ' | | : tio , Slo atlas LAPDER WITH EAST STAIR | | : | \ ; i | | AS 401, 501 | | | = , | 971e° pela, ae peat Sante pk iter Hae ah a apt Pale Nomen Sa tm“ Si na ale le pee sone nb Sa ei ae EE A “te KReork HATCH = en, Ta | 4 ! ! ! , ! ! : | Bhe'x Go! ig LG «vo eee || aae omen a | | | ‘ pel EAST aS ih = BX UETH FLO ok | | | | | 1 1 Le. | | | \ SKreaipee | | | 0 Foor ! ! — i | ! | SEE A/S -—--+-- ees seas = 1... om 7 a = a x T Se = a Ss ae T *. tee — = ny ni T is 3 = Re Py i 7 a oi oo | Se oy rhe 5 a ae = 3 a er Sn mie a = wa id ~ me = ~ r= = en | a Ae Se ; ! ! | | | I 1 1 \ 1 1 | | “0 | | I ) ; - | | | | | | | ! [ | | | 2: am —— + —_——_——— os — — hy! 1 1 1 1 1 \ | \ s EDcaE OF CANOPY | | ! ! “p PELow -—_______5 -. TMHricAW | | + en ; | i | | — te SO gaa iit wor ey sed } ane ne a ae Mad bag Pere i i aay wee Prt % > X oi ba Tents aa ag = val > he = | — oor ore —- oH Tr OV Sl el > + rT rrr -iawzrriri re 23 ; i x | | , | rd 9 t ++ TT TT ot ys “s 2 ie om =a z ps e i A - s Sh 5 ie * is * s a ie nm “ c s ™ i S Hs a . a a iS <f os 7 At eae Be ree a Gg one ts ‘ z Mg ~ a 2S ea -. | | i] | } | j -— ORES CSBAT INE eg ae | 2 | | | | 1 | | | | | | | | ue " | iS " | |-S I-™ ft Cae | | AZ) | ize’ le'-o" ’ 1 RO). ae AN D F | Pd eee oe Pot ah 1/8” = 1’-0” ELEVATION 77’—0” AND 90’—O0” NORTH PLANNING DIVISION CITY OF RENTON JAN 0.8 1991 KevciveD Washingetom AGENCY REVIEW VALLEY MEDICAL OFFICE BUILDING II IRemton, 1632 REGISTERED REVISIONS M&N # 89007.00 DRAWN CHECKED DATE 1°o/2/ 990 TITLE FOURTH AND FIFTH FLOOR PLAN SHEET A-5 CU-063-89 er fr eeeae iiee eer Ce eer ree ee Ce eee eens nao Tr : (ta 5 \ a: ae * \ y \ = RIM=38.88 te Bs RIM= 41.71 IE=31.91 27°E&W lE=35.71 12°S hoe rere Tae ee . VE sok a eee “ee . EXISTING GARAGE CP 7 Ao as ow a Sey \ ees XN A ee OO Fy “Jo Tees es ‘\ ar ~~ ‘ah em ee a \ o Daye! % PGES ft ae I mr 'OSase, ae XN ats o eave sa e aes ie tae g “ ye 2D... ne ue gi eT es red ae § . ae CBMH \\ 9 ees Pp / / aN lE=41.91 12°S $ " ~~ _ RiM= 29.87 oe | NA So | me 12" Dl. WATER sca, (Coheed } ” P a ‘ ee ue 8 00 8 ae ete FH ” i . SUP ere ee ae Scie CBMH 64 IERS5.95 B7"E&W | : le ' / ' TYPE : ~ E . \ ee 58.40 : “ : i zfs } 2 a = me, | IE=52.09W ae — i ; ; F 1E, # 31.90 5 3 \ , ; : 3 = as be ee ga N gael “eit iietiss . \ —— | ee ss: iano | : : : : : EN WW Fn tits AE A2 SIE ; Poy tee Oe) Bee | oF tee ae , e SPE tes | 4 a : — | as = | cad "y A ; a ON ok ee as ore 1 | : Vitiegd, enatearraneee 74 : % : : | a Cece eee eeee s cit eee ad Oo Rete ee ee tigid os Be seetaee ee ae ee. ‘ . 3% a 35LF 8" ADS STLB——| } eo Be ed ee ee i j / =) CAPPED FOR FOOTING ee ae Dae re ae 5 pc ede 3 Vo i be, “1 AND DOWNSPOUT CONNEC : xX X/ Gash Oe. OAS ‘mae ne ae y i, ‘ | * a pia ae Aes Cae 7 4 a Be Sit el ‘ Mae 58 ee Fes ek WEE Ls | 4 ea | : ws “4 a3 6e77 0-92 eAR ee tera | ” “4 vs at - : Fos 4 | : SUVP TO SANITARY : : \ ne em ie ae jpe— ; roera om Ne seeees ei SEWER SEE SHT. C2 0F 6 : : We eo ; REMOVE EX. CB a / aesecedpeeee he aes RiM= 37.64 : : SEE DETAILS SHEET C3 OF 5 oe REMOVE EXIST. CB AND TIGHT LINE DOWNSPOUTS & \ ae ee ce FOOTING CRAING TO.STOR le ORE) ae ee ie, > aw i INTAIN EXISTING MH DRAINS REINSTALL ANY DAMAGED DRAINS AFTER WATER MH RELOCATION IS COMPLETE SYSTEM W/ 8” DRAIN PIPE. \ M.0.B. #2 ea: a Sal eae eo! eee yPA 8 t Leet PRT CB TYPE I! ae peat ' é : \3 / a Bs iat *¥LGG=S dI.ZL FISGL ‘ = 12" Dl. WATER er lB4lF 127:6 CPS =: GOIRK: 2525 ce cect: et Zs tl = Wiad Eb. « 36.50" RIM EL * 30.29" | : | RIM E. RIM EL * 38.75" | \ 1 ! 1 i 1 2 | YE # 32,50° Es 35.G5' : ' | ie ‘ [e+ 35.75° gee | ! ! * % : | _REMOVE exist CB. AND a $4 | | | : 99-LF 12° STORM PIPE. | | ae : bS: - 2 | {—) | - 2 20LF 1276 CP S$ = 1.00% : : ce © | : rs : : RIM= 47.78 ' — rH ae iH tH Iy [ce rrPe) | alll 7: ! ! | RiM EL = 36.50" 1 ‘ rem | YE 2 31.98" | : aa ares \ T a” af \ ” 1 | | | 7 ! GENERAL NOTES l. ALL CONSTRUCTION AND MATERIALS ARE TO CONFORM TO STANDARDS AND SPECIFICATIONS FOR THE CITY OF RENTON x! [x] ee 2 oo ee centre es Se a es en a a a ele Se OS ~ ) 1 1 1 1 1 ' I | 1 | ! ' | 1 ! ! ' 1 1 7 | IE=45,.58 1 | | ! 1 I 1 1 EXISTING M.O.B. he ees 4 eI! Raisers ee — a i AND THE LATEST APPROVED EDITION OF APWA STANDARDS —— mk AND SPECIFICATIONS, UNLESS OTHERWISE NOTED. \ sak. eS | T45LF 3° PVC DRAIN PIPE ; oe | ie 1a : / 36 * i : ae CB TYPE | | ty : é. 8 gees Z : : | 3°60 tse ee ee 2. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY | en a i” SQ. YARD DRAIN | | 12 SQ. YARD DRAIN umury Trencn ()/\()(EOIA PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED | St he Cl FRAME & GRATE | | QI FRAME & GRATE m 2 BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF THE | ge yee pag od Sakae SE aan i aoe ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT | : see Ares ; “1 cr AS SHOWN ON THESE DRAWINGS. THE ENGINEER ASSUMES NO | oe ; RESPONSIBILTYAS TO THE ACCURACY OF THEIR DEPICTED A gs a LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO a ea TAKE THE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES : SHOWN AND ALL OTHER LINES NOT ON RECORD OR SHOWN ON Bit 1 THESE DRAWINGS VERIFYING THEIR LOCATION PRIOR TO THE START — OF WORK. FOR UTILITY LOCATION IN KING COUNTY, CALL 1-800- re as 662-6476. Le PEPE ORE SCs eee ny } > “a = CB MH le oe, 12" Dil, WATER: RIMESZ. 41 s 4 M5 k=37.67 36 * a A > - = =. “i a 7 - a * P & es ae 7 sf ca 4 ia - . wa! . ae oa e % aS Se ea oe ee ie a og RIM=44.91 RiM=46.54 l&=37.31 36” lE=39.9427 te Lf 5 ee PLANNING DIVISION CITY OF RENTON JAN 0.8 1991 hu wiveBGENCY REVIEW Olt se Gae RENTON DEPARTMENT OF PUBLIC WORKS a ca MH Newt : oe (M= 41,19: 3 = ‘ 7 a a a ey : : EXISTING PSYCH. WING 6 ar 4 : : eee Sey ca : RM=62.80 wie : GRADING AND STORM PLAN VALLEY MEDICAL CENTER 1S) meee ae DESIGNED: GS DATE: SEPT 12, 1% | FILE NAME:635-002-90/ cheokep: MT SCALE: NOTED FIELD BOOK: PAGE: | : NO. REVISION BY | APPR. DATE *4 APPROVED: \ SHEET: C/ OF: & DIRECTOR OF PUBLIC WORKS "aie Ca es St ClO s-84 ca cleat Bee AL. Gore ial \ id ~<— : “4 tg ps Se eee a a pees NEW S8MA 48" SS DROP MH 48” : oereme Bi ye . ve ‘N _* i UTS! Pe ee mig tel oe oe A ‘% a 2 ‘fe LE, = 27,63 - OUT EXISTING GARAGE STD DETAIL 5.1.4. ane <” inl he eee a . : 4 ‘ LE. « 27.73 - IN DATED 8/87 ecay a a ~s — ~. . eet ‘ *: iy P RIM EL. = 50.65 oe? 7 ae ¢ ~-<2y ~ J /‘ we 7 ‘N * . . oe?” gterm —~ Jo ee A \ aN me: y \ LE. = 38.88 - IN UPPER | EE “ie _ hs * = Be th . % LE. « 30.85 - IN LOWER | «* pe, mie SS \ ™ ‘. st de ‘ % LE. = 30.75 OUT al pect ~ ee Oc a x ae REMOVE, fy \ £ * 30. Ma re ae te at ae ee : oS ee ae ot RIM EL + 42.08 62 —— Sly ity SS. we we IE = 28.82" gens » : — yr ie er oe he Sr 2, mas, ©) ra f Sy We % t 4 -\ ” i \ Ss “ 5 . EE 4 ‘ ‘A ~ * . x a \ ; ‘ mee eee Dh e ed eVeUse’ Neretr cence ee eee NEVE ERVEE EE OEE SENNNEEEEEDE SS DREEENN Oe Os besianiidiaaetays \ mi \ ‘ PONE -, 2 OA VON ; he UG Gn gana seteteeaag gael 82. he \ : N j % % EX. SSMH ! tah. a ae % i RIM EL.» 36.30~ ee ie a “ SQ; —* iat : 7 q ‘ ] LE, # 23.60 . : . —— | ! > EX. SS MH : tg 4 ie, ™—C} “ns a : Cor sf ! | Ce : : } ~~ 4 a i 2 wD ae, . - . tr ue aide eRe «cer " semis one Me Re A! RM URE SS or Ne PRT seid NR ae et kas te } Se ae Veta diy Saeee eee ny it ae Cea ays ait Sc0Q ‘ de pebiaaal BN ie Wecae igor ak RMR AN RS OL EE alte SO Ae RE a oT aaa eC ote CR a, NES Aes 2 Vo i 7 ne ne t ! id 1 a tink 8 sdelbip $6 6 a:9ie abs VBMNg aiiealatale die «ea tigre 4 GA che «Metre Ne Sk tee a en UE ra a ae nals ie tees Ree OM Lk re Re ae ~~ POT Ut ey teeciteasecnerage, | 4 Yee roe | [ aa ee ? th s Pie SANSSS \ . ‘ * ccna j hs Sieur Mrreitiingy \ ; cee B a me Pipes 1 Metteriag yy . i @ S beetig ser \ EX SS MH Bitsaay ‘ : j ‘ ‘ Q * qecankgeeete? RIM EL «= 56. a Stisigay ‘ i ‘ Le) eeeerete® i ites tus . % : tases; . \ op apaeerr? \ esvasnsivas\yVygessssnaasassssdhsessuaaseusuacessa \oasesuagsst sassy 964" \ \/é = 44.28" 1 PSs T Tress se sess — IISLF 8°8 PVC ; | & | \ es 25LF 6"¢ D.1. cy » 2.54 ! ™—SJ if ' ! ! \ ' EX. SS MH bey eae ! — — ce ! | : \ Rh fl © S » 23.37% mai : Tt eel aes ae 2 1 1 ' — ee =p f Bip Tam ec ’ 1 ! 1 | ~ Se — com 7” —'\ ee ! ~- uate 3° if b \ ! = “ee u \ separ gees? 4 . \ Pr : if _ | > : s pestis 1 | \ \ ‘ gga ster ey 7 ' : " t Prue at ! ‘ ert — : c n= ere ee a pists cenees a aa i Sa aeaessecnagags 3 f * A = 1 eens 4 ) / ene SZ | e we i kere Big Ba ey : : 8 \ + -- Cs sm : se Mev pesararet sy ce —_— XN XA os lle Fo eae ee | Pa er ae | : : asennad i r) ont o7 --* at 76 | : | ‘ Peas r oo) \ hed Fink Sas oe ah -o” | ee 3 . Pa Pa o ° - y) La = Bis tle ce : oi St ee . pAWesena ese eee) vf 3 ! ~ ocaaterere . : as 2 or “Ex 6" e BGe" Fae oh 46 oe ’” DRAI . Aes SC ah ’ 3 ‘ - ¥ ~ "4 ( , es a ‘ : Pa ; ¢ : B 4 oo 4 o Po . x Ea pote BE oe di SEE DETAILS SHEET C3 OF 5 4 a eae ee: ee I 3 I E SSPE LE STEELE EET e ELE SEPT OREL SES P SS TE SIS SLE TL LT EL ESET PERSE ELE RIM EL. = 35.80 :: Tetreageecarrsggagere steers ssi gs ita sas SUMP CATCH BASIN i i 6OLF 6” PVC RIM EL. = 35.75 t S$ 20% z LE. « 33.75 by WATER SEPARATOR EZ NUVALEAS DEEDS YS My > gant “Su eeeccaareciaesies o %~ sige dd adddddd 0 4 . " § : * M ry : 7 eee Te eaeee ee ae eos esss | ae 3 | LE. = 33.70 : \ I : : | mH: : : RIM El « 49,00" : eis, yee ; ; J | : : M.O.B. #2 : E \ IE « 320° SR eee is i | | oe Naa : ! : | | | : mm.” BFL = 36,00 gee : : ! F; \ | % : it : W F | x I f ! Stes ae HA SPACES SPACED-3/4" REMOVE EXIST. 12” Seid i . AS INDICATED- Ht. 1/8" S, Pa “4 . v0 WATER PIPE he : : \ b ee Sa St eS SE Ce ee Ss ee ee ae ae ee = 4 \ Maas ( new wide 44 Sethe zee" - ‘ bh pla sii saa. ! Pa , ~~ ; / ie Bi : = hee ! —_—_ — a . SEERaaEPe REEREESERP OO 1 —oeewes Fins USETEERELE ECE LU LEST SCES LESSEE LOLISOSTESOSESISE SS + tw % a * 4 i e- eed : : By ace "hy " ie 5 D * : ; PR aR SS ak Chg Neeeen wins ema DR cs a MYT 1 oi oo minal age Snel s ateislso SINR Ot ates hero ; se 7 * : i t / ; : | i P | ; ! : | Fy | 213LF 12° W fay dase ‘ = : | | ee ! buy Pecans fe Ns ee ourAc TOR Oo 5 : | | ae cB wee 2 Sooo : : us Rid 47.78 eae | en dere nd aoe = IM i | re Voy . 05 OW). 3 = 1 a iv . } evvere : i ehe : " ! \ a oe : : i eg | ‘ae f ai | as cn raat N eat i - | ! i : fe a a ae es a ae THT Z | see a 2 VO" RAIGE-I/2" WIDE c we ae ea a oe itt Ace ake : 2) BORDER a ka : ed 7 : ‘ [ j 5 x] [z| 2 [) ! ! ee = 12d 1 mare: z Fae ‘ | ; xa | Hi: : 7 : ik, \ toteee ” sae “ohne ie 2 me a | | ! x aaa FIBER JOINT te = = — mie Ae PACKING : te Wags ¢ rei Cc ‘4 f ; f \ \ ; a ee ae / Q000G2008) Fy; i: ‘ > c : : I: ee é mh j Vote ; ge Mg “ pele d | : . Bs / is i ie esse ee : PR : ( / ie % tee | en Seas) ee ye N : eee ee a e <e ae ii a : fd ED : \ | = J oocteyoo} |]: i: ae ee : £ ion to ee t i" F a UUY Py : pens ae Ste : : a \ FAAS C /4 = a Give | ; - CAST |RON RING AND COVER : : . -: / S) eee ge zt ee oe et] 1 ict es Pe! — ry} pL gett “} / 1: nf j es sag | ae ‘ , es at) a Hid ’ Z if Mv wy ; J ! ; 1 : Ns A ey = : Bt feng PPE MATERIAL : . : 2 ah: pos as : a, *: ‘y | i Na), " ! 1 mY : AS SPECIFIED s | ; |e— PLUG TO BE SEALED IN SAME i 1 = MANNER 2S MAIN SEWER JOINTS. l | 5 Bt ast 4 se 6" CLEANOLRDE TAIL : JAN 0 g 1991 neeeiv REENCY REVIEW CITY OF RENTON FIRE HYD. RELOCATION hae ey a _oeee. foe REMOVE EX. FH Pie, TP are: ; ‘a ro INSALL 35' 6" DI 9 1—6° TEE(MuxfL) ° 1-6" GV(FLxMd) e ert eet een, . we ad we Pore xX i N seas Vo EXISTING PSYCH. WING / Eiht : Fe w F.D.C. RELOCATION ae ae ‘SS = 1-90° aa 5 C4 15'-6° Di N SANITARY SEWER PLAN VALLEY MEDICAL CENTER ~ : gts ak Pee tes ge Mo Oe eee ROM, re eM ee eg hase Rear! DESIGNED: ad DATE: SE¥T (2, VAY | FILE NAME:635-002-90/ XN x toed ; DRAW: D7,GS ; CHECKED: MT SCALE: WOTED FIELD BOOK: PAGE: SUPP Tssssssasssesses aN a TTS EAE ET OP Se EE a PT TS ! a : . * i I EAE TORO EG PEDAL ELLE CELI ELT LIE ETE — IES OA OT ETE I LETS = SS —= as NO REVISION BY APPR. DATE APPROVED: DIRECTOR OF PUBLIC WORKS SHEET: C2 OF: & ae ne Vinal (oom ett nnn Te RENEE TT ba GENERAL NOTES 1. BEFORE ANY CONSTRUCTION Of DEVELOPMENT ACTIVITY OCCU 1 GALVANIZED STEFL ANO ALUIMNIUMIZED STEEL Per PRE-CONSTRUCTION MEETING MUST BE HELD WIN THE Orr $e A ORAINAGE FAQUNES SHALL HAVE ASPHALT MEA Tuer pt BETTER RENTON PUBLIC WORKS, DESIGN ENGINEER, INSIDE ANO OUTSIDE, 2. “ALL CONSTRUCTION SHALL BE NW ACCORDANCE TH HE "1988 I. STRUCTURES SHALL NOT Be PERMITTED WTMIN 10° FEET 3 STANDARD SPEQFICATIONS FOR ROAD, BRIOCE AND MUNICIPAL SPRING LINE OF ANY STORY ORAINAGE PIPE, OR 15' FEET Fisch HE i CONSTRUCTION” PREPARED BY WS.0.0 T., ANO THE AMERICAN TOP OF ANY CHANNEL BANK PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE QTY oF RENTON DEPARTMENT OF PUBLIC WORKS. -. 92. oe “ote BASIN GRATES SHALL BE DEPRESSED 0.10° FEET BELOW J. THE STORM DRAIN SYSTEM SHALL BE CONSTRUCTED ACCOROING TO THE APPROVED PLANS WHICH ARE OW FILE IN INE DEPARTWENT OF PUBUC 1L OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT—OF = WAY WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE MLL NOT BE ALLOWED UNLESS SPEQAICALL Y APPROVED BY THE aTy WRITTEN APPROVAL FROM THE QTY OF REN TOW DEPARTMENT OF OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER, | | PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UNUTY. ' sa 14 ROCK FOR EROSION PROTECTION oF ROADSIDE OVTCHES, WHERE s'p! | 4 A COPY OF MESS APPROVED PLANS MUST BE ON THE vog STE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH ae WHENEVER CONSTRUCTION IS IN PROGRESS 1 Foor ANO MUST MEET THE FOLLOWING SPEQFAICA NONS: Concer e * or ; ROC Oa OX PASSING 24" ROCK/3OR—40% PASSING AND -2° abigaina Ss (ERATE ine *. Oe cae 3 DATUM SHALL BE U.S.C. UNLESS OTHERMSE APPROVED BY THE ROCK/1OX¥—20X PASSING. ‘ ia i “ole oes be QTY OF RENTON DEPARTMENT OF PUBLIC WORKS REFERENCE BENCHMARK Pp ¢ - ana AND ELEVATIONS ARE NOTED QW THE PLANS. 1X ALL BUILDING DOWWSPOUTS AND FOOTING DRAINS SHALL BE 2 CONNECTED YO THE STORM DRAINAGE SYSTEM, UNLESS VEO BY -! 6 ALL SEDIMENTATION EROSION FAQUTIES MUST BE IN OPERATION THE DEPARTMENT OF PUBUC WORKS, DESIGN ENGINEER OR STORW PRIOR TO CLEARING ANO BUILDING CONSTRUCTION ANDO THEY MUST WATER UTILITY. AN ACCURATELY DiWENSIONED CER NFIED t oo ee BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION /S COMPLETED SAS-BUKT” DRAWING OF THIS DRAINAGE vISTEM MLL BE SUBWTTED nk AND THE POTENTIAL FOR ONSITE EROSION HAS P : TO THE QTY OF RENTON UPON CowP ; <<" Pe : : ~ ae 7. ALL RETENTION/DETENTION FACLITES MUST BE STALLED AND iy 18 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERLIT By THE Gry Hea det OPERATION PRIOR TO OR IN CONJUNCTION iw TW ALL CONSTRUCTION OF REN TOW DOES NOT REUEVE THE OWNER OF THE CONTINUING LEGAL ACTIMTY UNLESS OTMERMSE APPROVED BY THE OEPAR IMENT OF OBLIGATION ANO/OR LIABILITY CONNECTED MITH STORM SURFACE y' PUBLIC WORKS, STORM WATER UNLITY. WATER DYSPOSITION. FURTHER, THE QTY oF RENTON DOES NOT ' SIDEWALK DE TA /L ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND } <— 8 GRASS SEED MAY BE APPUED BY HYDROSEEDING. INE GRASS SEED MAIN TENANCE OF THE SYSTEM PROWOED DURING COWS TRUC TION, eed t' 6} ‘20’ | MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARO MIXES, e é et SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY 17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE ¢'-0!' THE DEPARTMENT OF PUBUC WORKS, STORM WATER unury. SAFEGUARD, SAFETY DEWCES, PROTECTIVE EQUIPMENT, FLAGCERS, : if : AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE HEALIN, AND PUCT our 9. ALL_PIPE AND ‘APPURTENANCES SHALL BE LAID ON A PROPERLY SAPETY OF THE PUBLIC, AND TO PROTECT PROPER Ty IN. COWNECTION 2a A Stanbeee cee $0 ae PREPARED FOUNDATION IN ACCORDANCE MIM SECTION 7-02.51) OF WH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY POKD | BRIAR AND Meer CowarRuctioss THE CURRENT STATE OF WASHINGTON STANDARD SPEQAICANN FoR WORK MIMIN THE TRAVELED RIGHT=OF=WAY THAT MAY INTERUPT ROAD AND BRIDGE CONSTRUCTION, WIS SNALL INCLUDE NECESSARY NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC LEVELING OF THE TRENCH BOTTOM OR TNE TOP OF THE FOUNDATION CONTROL PLAN BY THE TRAFFIC ENGINEERING OVY. OF THE MATERIAL AS WiLL AS THE PLACEMENT AND COMPACTION OF REQUIRED DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE wS.0.07, BEDOING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH STANDARO SPEQIICA TIONS 1~07—23, TRAFFIC CONTRO, SHALL CA TCH BA S / N S UMP OF JME PIPE WILL BE S'IPPORTD ON A UNIFORMLY DENSE UNYIEDING APPLY, BASE. ALL PIPE BEDOING SHALL BE APWA CLASS "C", MIN THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKPLL SHALL BE 18 SPECIAL DRAINAGE MEASURES WLL BE REQUIRED IF THE PROVECT ate: COMPACTED TO MIN. 95% FOR PAVEMENT AND STRUCTURAL FILL AND LOCATION IS MITMIN THE AQUIFER PROTECTION AREA 90% OTMERMSE PER ASTM '0=1557—70, PEA GRAVEL BEDOING SHALL é B y 5/16" GALV. DIAMOND PLATE STEEL COVER. F788 SPRING LOCKS wis AN SA aad BAe | Ts a OF CURB perry N \ Anas : i ag lr ON, Ane ‘ 7 Ay “% A % OS “4 7. ae S & 7. 7 NUN a = JA foe ry ra ~ SY ~ ~ TTY 7. Ag Ce ae : sa Pe aa vi SWE == ee . Dv en ASSIS oad | a i a ; Cy or sears. eee heey - : NSMEVENE WE WS WES WEE, x s ! 172°” MIN. COMPACTED DEPTM CRUSHED Riki , ‘ eee SURFACING TOP COURSE i te i a} 3 2 172” MIN. COMPACTED DEPTH CRUSHED : oe I OIA. i HOLE ss SURFACING BASE COURSE hares eS 5. GRAVEL BASE CLASS “B" MAY BE REQUIRED DEPENOING OW | be TABIA HOLE SOIL CONDITIONS “ er Perey a wa i Se H $ | TYPICAL PAVEMENT & EXTRUDED CURB DETAIL Tipmwn Be B71 T NTS: i en | : ae) = BAFFLE | | Pe ai eu ee “ ‘ H 8 . he BAFFLE OR WEIR i K| ; C Ae leeks | J i" ‘3 4 ns 6 : Lit \4 “ 5 Le iene ie: 7 \ . "C" CHANNEL 20" LG. “C" CHANNEL 8° LG. \ "“C" CHANNEL 20° LG: a “C" CHANNEL 23° LG, Section A-A Section B-B DIVISION 4991 OIL/WATER SEPARATOR DETAIL JAN oe ‘eD i AGENCY REVIEW CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SANITARY & STORM DETA ILS VALLEY MEDICAL CENTER DESIGNED__GS. DATE SEPT 1259990 | ite No. 635-002-90/ : DRAWwN_> 07-4! ‘ CHECKED__MT SCALE_NOTED FIELD BOOK_____PAGE____ ‘ NO. REVISION BY | APPR. DATE APPROVED BREST SF FUSE ESE SHEET_C3_or_ 6 FERGUSON & SONS INC 91704 CU-063-$9 ‘ sy " Sour 7" a sa i \ i Ri 38. 88 7 oes ~ a ~~ S, N eee ae. OS cs ae om, ot Nees Ris ae ONS | AUN ae (Oe a ee os LB EXISTING GARAGE 12°x4" TAPPING TEE(MJxFL) 2c Cae, ae ete Pave. oie We \ 4” TAPPING GUFLxMJ) et eer we Sa ‘ aa . 4” WATER SERVICE Beer eee ae Ey re a ae 4 \ & METER | 12°%6" TEE (MJxFL) 6” GV (FLxMJ) | 6" FH ASSY | W/BLOCKING CAP EX. TEE. 12°x6" TAPPING TEE(MUxfL) F 20 6” TAPPING GV(FLxMu) a 6” DOUBLE DETECTOR CHECK ae FIRE PROTECTION VAULT W/P.I.V. r Ale 4°x2 1/2” CONNECTION W/ CONC, BLOCKING 12" x 6 TEE ( MJ x FL) 6" GATE: VALVE 6" FH ASSY. W/ CONG, BLOCKING 0 Wee SATE Rab ele oy “ISLF 12°@ DI, CL 52 N RELOCATE EXIST. ; FIRE HYDRANT / \ \ | 1 = CONNECTION #! +: CO a = 12" x 12” TAPPING TEE (MJ x FL) Se Gas —_ 12” TAPPING VALVE (FLX MJ) W/ VAULT a EERE REELS a . a ae eC rc 212" x 12” VERTICAL CROSS (MJ x FL) ren ; Se teas tt — = 212" C1. SLEEVE (MJ) . n ie 2+ — “12” D.1. LENGHTH AS REQURIED ; | ; NO 7 - te 1 “2 - 12" BLIND FLANGES z hs Digits Richi Ree LS, 2 Wee, l ee em 1 ONE TAPPED 2” " Rs I Oh \ “y ~ 2” PLUG : / 1 ; | c ¥. W/ DEADMAN ANCHOR , : ( Me @ \ tees "W/ CONC, BLOCKING sf x Ac rar 4 : : 4 = a a iF: we fl 7 sth ‘ BiRay Sart ; Jeet ve “A°WASTE : a \ ‘© . pi : USE 4” COPPER es i Ney id call 3 : ; WAVER SERVICE FROM nm hia noe Sal de haa a =: : z WM TO THE BUILDING. Se RELOCATE EXIST. FIRE RELOCATE EX. FIRE PROTECTION VAULT a ; f : : : \ PROTECTION VAULT 2-8" ELLS(MJ) V ; Z Wir: : ‘ 6° WASTE 4-8" ELLS(MJ, i a 2 : | || 2-6" ELLS(FL we > : : SITEWORK CONTRACTOR SHALL - pap - ‘a ye je or yt Bats INSTALL 6” SPRINKLER SERVICE TO “A GTH A QD. , pe HERREA NAB ERELE ES = “ 2 INSIDE BUILDING To BLIND W/BLOCKING r : E : FLANGE 6” ABOVE FLOOR ¢ . = = ; IN MECHANICAL Ve oe Sy eae ‘ Bhi d. sat." REMOVE EXIST. 12” Be XS : : | WATER PIPE ees ; : 213LF 12" W ISLF 12% Di. CL 52 CB RIM=47.78 : vile oy os rae 4 fF . ee IE=45.58 RS aa it ‘ % ile faa) 13 . ii? (e) e | - : : : : : | iT i = ae : a pee a; il l z : ; | *: © ne ng : F - x] 1 | . -S ys L am sr ec I ; | he here = " 3 , > a rer urea ater bere as coe = eee ee rae oe | eee Fee Pas ek tea / ae " / \ ; 2) tae me ee ra See | 5 us ENS e “e | ! ; | : ‘ pees x “ ae / 4 * a 7 oT : ‘| ; \ J Li ve rey / ‘ 1 ast 4 1 ' | ! S46 / 1 at 1 \ | \ 3 Z fnaoah Wi) ot < / | 1 1 Co CTI re f UO0g0008 i | | haga © | - CONCRETE DEADMAN Lcndee Pg / 4 ] alee, “W/TIE RODS, 2 : a ee ieee : : / = : 4 st : MEO eres oe : / = 12” GATE VALVE (MJ) WZ VAULTE pies, Mp aces ig ce : z Ne : : / = ea eo “ 12" x 12” VERTICAL CROSS WJ x Fld “hen pee See i Bee: u : ‘ : nt ars 2 2 - 12” Cl. SLEEVES (MJ! " Dak A rs ees 4 5 : : a eee ae “ 12” D.l. LENGTH AS Aaa) ie Rae t ae ’ 3 (\ i 2 : ay agen . ay ae oe Me ee PL ANGER ee tO es ie Ss: si A : / : 2 —- : DODGTIROD eee & ONE TAPPED 2” ay toi " Te : : \/ ‘ : ca.’ UU ie oe 21-25 PLUG 4 2 Ca ,7 PEP Ses G 1 senian | = WZ BLOCKING y ; : ee : : ee / - the ae ‘ ee terre —_— — <r | 7 z fe ‘ rane, a a | ! 1 poo: Ee 2 af ye es cS 90° ELL (MJ) ye sty pon a ns ; ' W/ BLOCKING . ‘ Cty oro DOO00080 : ¢ see 7 = ys Soy SBC Tas. ; ; 1 = ie BS NG i: inst 3 PRN Bete” / SMM neg aL pe, ans ek ND ie As aa Lee | ec WA Eases eae eae cty 1 Oe Pree. | co : re ; NS A oe ( (eS ee a age ee ae ! ! ry a ~ \ Na, / fexroil ' | ee ‘ Ps \ Ps | eee ! y 1 RELOCATE EX._ y / FIRE HYDRANT. RELOCATE EX. F.0.C.,’ Lil RE GEPT CONNECTION, 4 / 4 7 Se FIRE HYD. RELOCATION >} REMOVE EX. FH a Ey ogi INSALL 35' 6” D/ | : 1-6" TEE(MuxFL) Lp 1-6" GVFLxMJ) RELOCATED FH ASSY, a W/BLOCKING EXISTING PSYCH. WING me 7 F.D.C. RELOCATION 1-90° pas 15'—6” DI(FL. AGENCY REVIEW Clit, © OF RENTON OF PUBLIC WORKS WATER PLAN VALLEY MEDICAL CENTER See «os ents : GS et DATE: SEPT Iz ‘ 14 oO FILE NAME: 635.002-90/ DRAWN: OT CHECKED: GS SCALE: NOTED FIELD BOOK: PAGE: SHEET! Gg." OFF “6: NO. REVISION BY | APPR. DATE APPROVED: DIRECTOR OF PUBLIC WORKS C(-063-37 rn 12" Di 5 W/ TEMP. BLOCKING le 12° GATE VA: [2 le VERTAL 2 «12 GA SLEE Vi 7] 12” 0.1. LENGTH AS . 2 - 12” BLIND FLAN: ONE TAPPED 2 1 - 2” PLUG 90° ELL (MJ) W/ CONC, BLOCKING + REMOVE EX. 12” pt. if Y)~ (2° DICE’ $2 LENGTH AS REQD. FINAL CONNECTION # 2 L6-.| as ReqD For | | MIN [I PIPE INSTALLA if EX. PAVEMENT et 1" DG Bee. LENGTH AS REQD. | 2 - 12" PLUGS TEMP. (MJ) 2 - 2” BLOW OFF ASSY'S. MJ) W/ VAULT ?0SS (MJ x FL) 12” CAP EX. 12” D.I. i Ty ea . REMOVE EX 12” Di. : S LY “DiCL 52 XN TH AS REOD ae Wy | - CONCRETE 1. JAN W/TIE RODS . TEST CONNECTION # | no JORG @ whch" BLL AD TEE, ML. VY BOUVET CHLCR VALUE ASSEMOLY CQUAL TO WATTS WO, POOL WITH 1° MATER ATER EQUA, TO meascy, VOSTALL BITE OUTLET OF Colle VALE amy GATE VALVE. ALL PIPIMG YO Of BRASS OF BROWIE. Cs ee 4" AbAPTTA, OL.n OCAL MD Gel LACH 8 I1DE bal)" FIM OLPARTOEHT GOveLE | Commi CTIOm FOR STanD PIPL with PALAKABLE CAST (Ron OSI CAPS. Gl LACH BID EQuar To GAimwiL 1G, 1682 witm most Caps 16. 1393 VY AETER TO Bf S'=0'' ABOVE COMTLAL Im OF maim Lime .. COMCALTE BLOC KIO / 29007 06 a7 r 2'-0 am LS 6 UPL, Pum. d ie / | 310" omc Gar Sue Or! Sony ee UR MPESD Ey oy REELS OTT D 5 FO GE CR nd 0 ASSEMBLY ‘he 18" Fon 10" Assinecy i} , has phn Posty a ee ae Se en cay Pink ALDCIMe 90° BEmD, FL 6 90" ono FT 1 ay Aili 1 ' 6" ButWG TYPL GRAVITY OFLRATLD bes O° asscnacy J FL) bse +g Fi 9 To ’ ‘of Gad ab TEE, MH. 12" x 12" TAPPING TEE (MJ x i pee BS : /2” TAPPING VALVE (FL x MJ) W/ VAULT ailal . IN , 1 rt: Mune 12” x 12” VERTICAL CROSS (MJ x FL) vt HH r T Re HH T T “| ‘ 12” C.l. SLEEVE (MJ) } E = 12” DJ. LENGHTH AS REQURIED , a ee rt 2 - l2* BL /ND FLANGES - o. © OA 6" FLAmelD ° ; A : bs | ie 2 Mm. ONE TAPPED 2” | Sern bate wave a atl me OS: sins Supreaten pelr abe 1 - 2” PLUG MULLLER CO. W/ CONC. RL OCKING Hee $6 RCH Rie BL en CEN ei EC Or Oa aa AILS, ‘fi to", 8 ee 6” Tow. 01M Vereen en \ i ies ee tae ’ id et. 10 = 3*-0" Lowe O' © Jb" Lone t's 46" Lome PC wiTm COLLAR 18° PROM ( Vor, O° 08 6 BOUBLE CHLCR WAL YE ASSEMBLY CQUAL YO GAimaL, MEASLY WO, 1 OR WIKinG. (GATE WALL, ME. OUTSIDE SCALW AND TOKE W'TH mAWOmmMELL TWO CHIC R WALWES, FL. COMPLETE WIT & TEST COCKS AWD WITn BOUBLE Cal Ca witm 1 ALTER Ih BYPASS AROUND Owl MAIm Kimt COLOR VALVE) BD ASSEMBLY Snow. PALCAST COMCA( TE VAULT WITH J = Jia)’ HINGED STLCL PLATE COvtaA. Dims 10m $9 all’ -2 a72'e?" EQUA TO ALNTOn COMCALT(C PADDUCTS, Ime. IMAN ANCHOR & SHACKLE (ow EX. 12” Dl. —— are 1, LOCATE VAULT Im PLANTING ARLA WOT Im Paving. 2, 4° AND LAACEA BENDS AMD TELS TO OL CAST IROw, l2"0.1 CL B2 CUMKT CINED. LENGTH AS REOQD. J. YLPPORARY SUPPORT SMALL BL PROVIDLD UIDOR WALES AT Tol Tint OF ImSTAL LATION YO CLUTLA Tmt PIPL tm VAULT OPE miNG. AITCR COMPLETE “IMSTALLATION AL movi Tml TEMPORARY SUPPORT AND IMSTALL 7 REMOVE Ex. /2 0.1. PIPE: FINAL CONNECT/ON# | MATCH EXISTING ASPHALT THICKNESS \ ol LLL SA SSK NY ae ee ‘a u roe FOR UNDISTURBED EES —s N 3 NO SCALE ANT, CY or Vie a 12” 0.1. WATER PIPE PAVEMENT PATCHING DETAIL EN 6” MIN. COMPACTED CRUSHED 95% COMPACTED BANK RUN IMPORTED FILL BEDDING PER AWWA AND APWA STANDAROS ROCK (3 5/8” MINUS, 3 174” MINUS) COWCALT( SUPPORT PAD. 4. CUT 3 Toicn FS WIDE EVmMAPOAM 220 OR PQUA TO A LEMCTM WECESSARY TO 817 Trl 2-20 OF PIPL INSTALLED AnD COMPALSS 1ETO PLACE. Trt COMTRALTOR brace MAAE SUAL Trl FOAR 13 COMACTID TIGHTLY BL Twtim PIPL AND VAULT WALL wITR BO VOIDS. LIGHTLY GAOVT ImTC RIOR Ack AROUND PIPL, $. 4° AND LARGER PIPL TO BL OUXTILE tow COAL WT LImED CLASS 5) PIPL, CQUAL TO THOST BUPPLICG BY PACIFIC we TLR WORKS burr Y COmmamy imc. OAiLL ame VAP 12" BUCTILE 1AOW PIPL AND IMSTALL T° CORPORATION STOP WIT V/O%m Oey (ACH SIDE OF GAN waive RQvAL YO Muti t@ CO. m-150)5 oA Tomy Wek FIIs \ YvPE Sa" SOFT CoPPgA Tu@inG AS REQUIAED f t a i b C/, WALT = = 4 12° GATE VALVE INSTALLATION DETAIL PLAN br 4 2 ot 2COPACTLD FOUmDAT I Om e nA . GAAVEL WHDER VAULT o%, 68,252 *@ te oe ENO VIEW FIRE PROTECTION VAULT DETAIL O MLASTY ASbiMaLY 6-12 LONG G ASBLABLY, 2'-0''s LONG UOSTALL POLYETHLL EME FOAN LQUAL TO FTmArOAM 220 T'CHTLY COMPACTID BLTWELn PIPE AWD GCOwCALTE way. LIGHTLY GAOYT TMTCRIOR ALL AROUND PIPL. Laat C' PIPL, Fe.aha. ateot’ (OmG 6 90° Btwe, FLL WATER UTILITY GENERAL NOTES 1. Al! work materials shal! be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right-of-way shal! be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Department of Public Works at 235-26. . All street closures, hours in advance. The Police Department, Fire Department, and 911 shal! be notified 24 hours in advance. 3. AJ! locations of existing utilities shown are approximate and it shall be the contractor's 60 as to avoid damage or disturbance. For utility locate call 48-Hour Locators, 1-800-424-, rtia!l or full, shall be approved by the Department of Public Works 24 seeconsihility to verify the true and correct location 4. All water main pipe to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and sea! coating shal! conform to AWWA C104 or latest revision. Pipe Bedding to be class Freeway) or in soils of high resistivity shal 5. Cast iron and ductile iron fittin C110/A21.10-82. Cement lining shal! be in accordance with and have mechanica! 4&4. 3inch to 12-inc joint shall be cement lined, ANSI/AWWA C153/A21.53-84 or with section 104.3 of transmitted to the owner. 6. Gate valves shal! conform to AWWA CS00 and stuffing box. Valves shall be designed for a minimum water o Company NO. A2380, or M&H. All valves 12° in diameter and Valve Assembly Vault and 1" Bypass Installation. 7, Fire hydrants shall be Corey type (opening with the pressure) conforming to AWWA C-504-80 with a 6 inch inlet and a M.V.O. of S inches, two 2-4 inch hose nozzles with national standard 7 inch, 60 de pentagon operating nut opened by turning counter clockwise (left 8. AJ! water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish Shall be at a minimum of 48 inches below finish grade. Where utility 9. All water mains six (6 be Girard Industries cleaning operation. 9a. Al! water mains and services shal! be specifications of the City of Renton a representative of the City of Renton. ressure rated as noted on SI/AWWA C104/A21.4-85. If fittings Oints, the fittings shall be in accordance with either ANS] /AWWA C110/A21.10-82 or ANSI/AWWA C153/A21.53- diameter fittings which have mechanical! joints and/or "7 ag shall be in accordance with ANSI/AWWA C110/A21.10.82 or a combination of ANSI/AWWA C110/A21.10.82 and ANS!/ fitting with a mechanical! joint(s), may be in accordance with ANSI/AWWA C153/A21 I ¢ Shall be in accordance with ANSI/AWWA_C110/A21.10-82. Acceptance testing in accordance with section 53-53 of A C105-77 Standards. sane to ne mpg or mechanica! joint. All ductile iron pipe installed South of Sunset cet ce opty Way, SR 900) and West of SR 167 (East Valley Pig polycthylene wrapped per ANSI/ plans, and in accordance with ANSI/AWWA are 3 inches to 12 inches in diameter A C153/A21.53-84 such that the portion of the 53-84 and that portion of the fitting with Manged ‘SI/AWWA C110/A21.10-82 shall be obtained by the contractor and Shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring rating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller rger, shall be installed in a vault. See water standard detai! for 12° Gate oe V. threads, O.D. thread 4.875 and root diameter 4.6263, 1-} inch ) grade. Al! water main 12 inches and larger conflicts occur, water mains are to be lowered to clear. inches in diameter and larger shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The *Poly Pigs® shall qua Swab-AS or approved equal, 2 Ib/cu ft density foam with of *PIG* only. "PIGS" shall be cylinder shaped wit A durometer urethane rubber coating on the rear bullet nose or square end. The City will assist the contractor who will perform the pressure tested to a minimum of 200 PSI or 150 PSI over operating pressure, in accordance with the nd the Washington State Health Department. Al! pressure testing shal! be done in the presence of a %. All water mains and services shall be disinfected by the injection of a $0 Age (Minimum concentration) chlorine/water solution. D Calcium H hlorite shall NOT be placed in the pipe as laid. Chlorine shal or 7+11.3(12)F of the Standard Specifications referenced in 1 above. 10. A preconstruction conference is required prior to any constructi scheduling. Prior to scheduling the precon a permit information she nouce will be required prior to starting new construction. 11, It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 12. Installation of corporate stops, wrter services, lines and meters shal! not be done until all construction permits, and payment of fees have been made to the City of Renton. 13. All connection to existing mains to be accomplished by the Ci contractors w.th prior approva! of from the Deparment of Pubfic contractor and be on-site prior to City notifications. 14, Inspection will be accomplished by a re Department 24 hours in advance of bac presentative of the City of Renton. It shall be the contractor's kfilling all construction. The contractor as well as the Engineers 5 be metered/injected in accordance with Section 711312)e jon. A minimum of 3 (three) working days notice is required for et must be supplied to the Utility Engineer's Office. Twenty-four hour service agreements, meter applications, of Renton, except wet taps which may be made by approved wet tap Works. All necessary excavation and materials to be supplied by the hott ec hall keep wilt drawings. ibility to notify the Utility 15. Contractor to provide plugs and temporary blow-off assemblies for testing and purity acceptance prior to final tie-in. 16. Al! joint restraint systems (shackle rods, nuts, bolts etc.) shall be as manufactured b or equal approved in writing by the Department of Public Works. 17. Asphalt and concrete street pavin concrete, pavement, sidewalks, cu existing expansion joint. 18. A temporary cold mix asphalt patch shall! be Restor poy. within ten days’ Call fo: placed on the day of initia! excavation with a permanent, scaled x subgrade inspection prior to placement of final y the Star Manufacturing Company of Columbus Ohio Shall be sawcut to a minimum depth of two inches. Oi! mat streets may be spade cut. All surface » Butters, and driveway approaches shal! be sawcut to a minimum depth of two inches or removed to an tch to be placed, to City of patch. Trenches will not be left open over night without prior written approval of the Inspector. 19, tie Ay clemiat erctoes tee 2 eyes BS BC pre shall be pee: in unimproved areas and schedule 80 under improved May 11, 1989 FLRACE COWL IES AGAINIST LNDISTUREBLEOD GARTH, SOT | (ao a=" “3 O12"2C. EW CONTE U// AESAR: CONCRETE N Ee ! ce ! wl i { q ee N NEA | Tov DD Pl > | | > a ee } > ® Pe — =| ae —_——— | VIR a if Pi . {:0 = be The 3 _ @ = \ Jt x ae WW be WS DUKLE KOOS (7A) FLAN VIEW BF CMER(TIVPA, PLAN LLLVWATION Peat ine a td el CLcAP iases, ge tier eet nea at) fol aed ane SIZE PRESSURE FORCE NUMBER OF TIE RODS REQUIRED = PSI POUNDS 2 3 4 6 8 10 2 6 Bee ete epee eee F__ a0 oa —— 1 f CONCRETE DEADMAN ANCHOR DETAIL Rings vite f° TaiGamths OF COV aay) z 2) COMCAETE LL YEL mG once < 300 2780 aa - —< PLANNING DIVISION “4 : oe Cc y piece e ignite tor vate cul oe 300 15.100 Ge. Ve we ( Gop re FQUAL TE ALBTON COMc ALTE 107 275 21620 65 S78S S142" : saree 7250 33.930 VEY = any JAN 0 8 1991 AGENCY REVIEW ‘ 4 14" 250 46 200 376" ; - - ee 8 t.8: 8450 SECTION wITm 16” 225 45.250 3/6" 578" ual TS HecriveED ; 4 tities Ton" 12. wate main, 18° 200 $0900 W779 5/8" a: DiC eee 20° 200 62.840 376° 578" LT Y OF RE NTON . 24" 200 90.480 3/47 ‘ 30” 200 141.370 76" DEPARTMENT OF PUBLIC WORKS M3 ‘ { 36” 200 203.580 7/78" : a. | ey a TIE BOLT, TIE ROD, AND SHACKLE SIZING : a TSISMIS NE Ya : VALLEY MEDICAL CENTER eves commacte FOUNDAT! Om turner tse , SEIN teompacte FOUNDATIOn cmvtieeed es aes CM oglla tos cas aan : : DESIGNED_GS DATETEPT 12 y'VI© | pe No 695-002-901) ELEVATION ELEVATION pRAwN___27 rT é CHECKED_GS SCALE FIELD BOOK___PAGE__. NO. REVISION BY | APPR. DATE APPROVED. sHeET_©9_or__6& = DIRECTOR OF PUBLIC WORKS FERGUSON & SONS INC 91704 0 U-0b3-89 oe ha: Seam EROSION CONTROL NOTES \ my x : * “ RIM=38.88 . ‘ wad Ne \ = ~ ‘ ~a Sa ae x ~ the x. ta ts OO \ oe sd i A ‘ WES: TB acs? li 7 ae % ‘. 1, ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS age tim By eS Wades a E ¥, ; EXISTING GARAGE PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND DURING - oe ae ee Die at ee > 3 eye \ CONSTRUCTION. 12” CMP TEMP [Seg Se Sak ne Deiat . a : S22% “me ‘ Re or Rae as 4 : ie ee JO ae: \ Rr * * 2 ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE IN OPERATION ear. -— ~~ “TEMP. SEDIMENT Fe dhio i Bee ne % EB; A PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT pT) De. | vena POND Wy. GRAVEL “ee \ ‘ so\ —O \ LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND * CONE OUTLET> ~~ _ ~~ a Py 4 Oe yes Re *s : CIRCULAR SUAPE IS NOT ESSENTIAL" SEDIMENT FACILITIES SHALL BE MAINTAINED IN SATISFACTORY CONDITION UNTIL \ ese es ag a a iets VARY SLIAPE TO FIT DRAINAGE AREA SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE Le tae ies apy: mE SAE ~~ AND niCh ng ae eae ie eee POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE Saas TON, a if Pra fi Han i ae a ee ee ees TeaP EPFICIEN MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTA IN ' ! : any, Sa re o+® NECESSARY TO INSURE SATISFACTORY SYSTEMS SHALL BE THE RESPONSIBILTY OF THE PERMITTEE. ; ‘ < aay Sr | aN ¥ : ( TRAPEING OF SIDIMENT. CAN] BE ; ed A A L Mae pee x +: ae ae is \ ADAPTED TO THRUCURS INLET | 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS CRAWING ' a aes © hos \\ ae Pe ae ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE ‘ eS | | a Ges ies 5 > MINIMUM DEPTH CONDITIONS. AS COSTRUCTION PROGRESSES AND UNEXPECTED OR UNSEASONAL ‘ ie gts, ; pel pati ee a : MALIMUM DEPTH <2! CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND , Be ! \ Ba 158 ike —OY SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE 5 | yo Te \ shinee. tee Set eon. SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF ral Rag Seen anne seen eeeeseeneeeweeeennenseesueseeseeneecesssenseescesenseenene,, : ty noe —_—— ; : \ ; MO CONSTRUCTION, 17 SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE ae x rp * wi “""2emen, | “ee Be XD / a ‘ eM CLEAN OUT WEN SEDIMEAT IS PERM'TTEE TO ADDRESS ANY AND NEW CONDITIONS THAT MAY BE CREATED BY HIS H Be. 0 Tage eel coe “"*"eeshee ar | Bins ba a ni \ bo" BELOW GRATE. ACTIVITIES AND TO PROVIDE ANY ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM a ee i Ce Beebe ee ee tiegtrsse: ee a a le meets REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER ED Sma as Se """e0niwene ok ROE RR VAR oc i Gira Gaeta QUALITY OF THE RECIEVING DRAINAGE COURSE rI n ee ia | EDIMENT poe —L. ouOe0seeemueneee, Pot AER, Ses bay ak ee | : | oe — , a Sighs 4. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOFS i 4 | Mie ee a NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION f s] | ne oe : Fo ns OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. + a ‘»q—— \ : f a] XS i | INSEST TLE WU WIRE SCREEN 5. ANY AREA WHICH HAS BE STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK See PRIA ni.) SNR \ AND GRAVEL FILTER... KEEP POOL IS ANTCIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST a] | ———— es CEWATERED. BE IMMEDIATELY STABILIZED MTH MULCHING, GRASS PLANTING OR OTHER APPROVED a. \ Ao gee, oe EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. Roi ee te Be ea ne On my eC Canes RE og eS ROT CS 6 ei a: ae pRB ea ee GRASS SEEDING ALONE WILL BE A Les bea lh peel tafe ne ih ee ele : THROUGH SEPTEMBER INCLUSIVE. A ; “VER, Wi’ a / IS IN TNE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH ‘ a / MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, i a] | : ef ss OUTSIDE THE SPECIFIED TIME PERIOD. 7% a / ny | ett : 6. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH : | Pd =F \ EXCEEDS 6” INCHES, A FENCE, A MINIMUM OF 3' FEET HIGH IS REQUIRED, MTH s| | , \ 3:1 SIDE SLOPES. eae ee ei a ee . at | hes me 7, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30'x 50'x8” OF 4°-6” QUARRY i a} | 4 SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO Dre a ae a) | a : aN Ly ance THE CONSTRUCTION SITE. FENCE TYPICAL . : | Y, , ; | 2 ! Bee eee { . ; ‘ m1 |.’ RIPRAP INLETS 3 6" WASTE é i 5 Oe Bin’ ec Fesnincwees) Somme i eset : Ff | ela . rg OE ee ee rae | ONE RO ie ae sate a ; | he ‘ Jee, - a ; 4 fen \ mo Lwosrurpen SOIL XA" DOUGLAS s 3 : : et -coeee Ee. OR COMPACTED FILL ._ \ FIR OR EQUAL AS | aS M.0.B. #2 fn Lae ! ee Os sa ee . Dale 2 ak ; : : 2 ' eld we ILTER FARRIC ges / a; | ig 1] tT) 1 CLEARING LIMITS TYP eth. ee rink a : s : TEMP. SEDIMENT BFL. = 356.00 Dy ea or eee Be Re = EN b : : ere kee eg kN, Se Aen Ge ae ret . Sages) ieee hin Wy WASHED GRAVEL ? =| @ ay Se ee ee _ sf \g es iq ey ] ff = ma U4" MINUS Hi hs oe / % Spas ae oe 62 “tine H > : “ y \ : : F ; a 5 SJ ; i / ; | ! ' ie ; & bas gles G2 ice Peake ay = f ‘ ne oI \ \ | ; - it P H yy ae 4 oh fees ey a © a a L a 5 sy Ar fae CB hy Solee Sw : % 2KZ"XKIA"GA. a 3 ne tig : RIM=47.78 oe Idi i dE MELDED WEE FABRC | a “ vil : = 4 He pres, : . | ‘ " MS : a rT S si , a8 ae ne af [E= 45.58 eet bs’ a os : ere UAL OPTIONAL: : er GF pci | ee ae — FILTER: FABRI IAL CLEARING LIMITS TYP. ak s ee es ; | | Geta let | ace j : = MIRAF | 100 X BIOUM OR ~~ STAPLES oR _ ~ Lee | .: | : | . a : 4 N ie os : s i ! H fea) EQUI (ALENT. WIRE (RINGS (TYP) : H ieee : i ; : | es. ee. Oo Pa : : aN ; | | Cy ‘ | ie ae : = : : : u i TYPICAL CROSS SECTION : Hl A : | * : ee ‘ : aD 6 te r - aa ; | # : j : : : bu ro) lI Bene aaa ‘ a | pas : / : ef ‘ \ . | eo ra I r N, Veer iH : s : | Se : : uae ‘ / “ : t eae [x] : | | | } aos” es 1 7 ry \ = 1h oe A : ee a eee eee i 2 4 “aa 1 48] ee yt a) I r ni ay * nx ie — a ia brea 4 \ i I ' x | qo | Th ‘ Be rere heacapmereal 4 af =a — ————————— atte i i j! \ a at ant PS ee TTS US TE te rece ed Lh} Mt Seer : . x fis Gan \ TR Sa aie nat rk Ar ltt LST ee Ui ste MeL +. ; wok | : / oo ee ga é f | 4 \ aoe coe SEN nS ata . Diag ENTE cos i ei THe Lil K) ; ae ay th. Hm eS et: y t / paratateraial at | |e f r i! i Lou gh | ui " oe é Riek pte tit ene ees rich nA oc oder te GM A Mh oe gl eee pt hat I z t 36 : “a, af Y glk Meg I: / : J0008000 4 a) u Ll Fala tie AO 4 “ € , * , ‘ / i i : H S fl 2 hy i ae : | Ripe es , x = 2 % : iF / : : : ' Se at ~4'QC. = puey BOTTOM OF FILTER FABRIC 2 ‘ 2 | 2a % ‘ bg 7 “ : ' s a. ‘ -MIOTERIAL ON '8' Xe TRENCH ¢ : x | “ rs | 5 ; ! -_ ELEVATION | i ax f ; ! re | ~~ rab ' e : petal i 1 i ay ry ie es | ve | \ ie | ” | | ‘ H a a ate a ae | | | | HN | Ie | f \ yi | = - ae | § i a ee | | | fe | ! \p’ | a #1 Gass kok " ay | : | | i i 1 ROR I tara oe |: Hf ; | 1 yh | | “| aa es i \ H ; : H big cat | | | Hs ban fae | | eal | Pe | coe se : : . | kt ve hee L he Sel oA aes ae, eee pee or | y ‘ ay ty bony | i} | t ie: ame | ke hae = id : ee ret a | 4 + ed aaa ee ee 2 RS = bi : pane 5 - E; | | | | fl | eee “| | | aoe 5s ea a a “ a . | | ; | | | | ky j | if \ | : 4 e CJ \ ; | : “ : ; enh | | | | | i| | I 1 oe a i is ty ot — } \ 4 7 Di <7 | | | | {1 i i" los 1 [i ett i] 4 ve “Eos ‘oes ‘ 4 ak Lee aes <1 eae as i | | ' 4 | ll dst ead ee ae x s UW! vie } |! ("2 | | | | i y ( 1 ‘| | | /) | SS . ee oe ~ oa He a a ee eae old. ey me “ 4 ee | \ ‘ “h fs | H . a “ ee e : \ Oa eae ae PT LL llebelt ' As tes a EE TT at t a ee OM: 00.0, mol ‘ ie ; 4 QO | ee ‘eq, Nip Tey “ ie | s ee f 7 S “ey, Co ! te ae es ; * ; he 1 i ern 8s 4.2% po be cee rey Ck me a et | 2 my , iia ! —— Stee One, PLANNING OT ON : ee : J ‘ selpraaniasihalnainielaaitaiiaitala ia lnelelelaialsle es eee eet oy 8 city OF i x Ve were cm a ee” ee te. ES : -_ eed fe ee et 4991 es i 4 a a ROR Re SEO Ag ‘ vs 2 ae ALIS JAN a8 BQ x5 a bas 48 he SAL) @ ay D o cE ae ETRY Tare veive a Pi H Se ee 4 RE ye 5 ae a am : : ee | AGENCY REVIEW } ae ae oe f sg at oe, see TOM Fai af EXISTING PSYCH. WING ™™ OF PUBLIC WORKS 9 4' - 8' Quarry Spalls DEPART MENT teal ee a NTROL PLAN ae Provide Full Width of EROSION CO, f / f npietelEprees Ae VALLEY MEDICAL CENTER 9 * DESIGNED: DATE: SEP{ \2,\NA0 | FILE NAME: DRAWN: SCALE: FIELD BOOK: PAGE: CHECKED: : SHEET: OF: NO. REMISSION BY | APPR. DATE APPROVED: Se eh: Mae cae eR C6 2 od e aes 5S ESSE LS SS EA a aS Saeeeee eee es i SSSI ST TE ST RET a NI IS MOTES. EXISTING GARAGE A SN A \ XN \ \ Sai ae t~ a es: Sparta or ae Caiy se Pi hen Lest HAME SIZE PLATAMNAS ACERFOLIA ZB" CAL, LONPOYH PLAHE LIQUIDAMBAR STYBACIFLUA 2"CAL. AMERICAN SWEET GU AceER BUBRUP ‘RED SUNSET’ = 2"C AL. RED SUNSET FIAPLE ACER RUBRUM 'ARMSTRONG' 2"ZAL. ° ARMSTRONG'S RED MAPLE ‘GLEDITSIA T. 'SHADEMASTER' 2"CAL. HONEY LOCUST a ACER CIRCINATUM E10 HT. eee) = . NINE MAPLE 4 : a EXISTING PLANTINGS 102 REMAIN phe Be z A oa Fe 7 4 i lk “2 V4 EXISTING M.0.B Si en’ ie Bs f) + & ve j fy x fas 2 ee ae ohhas 2a a $i YY, P | ; .O.B. wh athe Sat SE ty pe , Cs © PHOTINIA FRASER! u : — ARBUTUS UL 'COMPACTA es , fe STRAWBERRY TREE nanggggdan \ ae , AS RHOPOPENpPRCH UNIQUE UNIQUE“ RHOPODENDZON Ses 5 ? “RHODEDENDRON Pum. i Pum, pHorependpReon q , CREAM CREST RHORS. ie i ae RHODE. CHRISTMAS CHEER CHRISTMAS CHEER RHOD. PZALEA ‘ROSEBUD PINK’ EVE R@REEr AZALEA MIAHCHIA A. COMPACTA COMPACT OREGON GRAPE eS LEX cc. GeLDEN GEM GOLDEN cHIHESE HOLLY rai AHHUALS y 6 FOTENTILLA TF. <<} ‘J exisrng _ ae SPRING CINQUEFOIL ke | | iets ENGLISH Ivy 4 EXISTING PSYCH. WING EXISTING WALKS S0D LAWH rs | ) el STN DOK pedk WALL PLANTING PLAN _ SCALE: 1”=20'-0" LN ; vd 2505 Third Avenue, Seattle, WA 98121 - (206) 441-4151 | ll SITE IMPROVEMENTS + VALLEY MEDICAL CENTER S ocstesh DRAWN TT Sea | Serr (S490 REVISIONS f > Bese? eo ee | VEC MOB 92 SITE IMP 09010.00 MOB—SITE DWE a ow ~ 1GIb—Ih (902) — 1Z186 VM ‘eAYeS ‘onuery PL SOSZ SUOIALNI ONINNV 1d ALNDV4S — SJYNLOSLIHOYV OSVE-82Z — scoee va ‘UUM WUAS BLY NOS oc SLNSW3A0udnNI aLIs i oNnigTiNe 301440 WoIdan - MSILNEO TVOIGEN AZTIWA REVISIONS CHECKED iF GE SEPT 17,990 TITLE . elon CU-063-8F DRAWN Ge DATE tHSVM 39 auvis “we EXISTING GARAGE EXISTING M.O.B. i ae © i Sane: Sees ? i + SN mi | I 4 i j i \ j Se / / } f ; / EXISTING PSYCH. WING IRRIGATION PLAN_.- 1"=20'~0" SCALE: SMC'ALIS—GOM 0001088 GM 2155 74 BON OMA | 3'-o" NEW GARDEH Hose teeta — h> DE AeURE AO APOE 2X2 CONST. GRADE D-FIR FOR 2/2" CAL & SMALLER. (USE GUYS ON CAL, LAFerR THAN 212".). ° H zoe MK ¢ HOLE size (Il | * MEM eee oPecs. COMPACT? =FLANTING a0 TRIVE STAKES 10 PEPTH SUPPUENT TO sUPPORT TREES SPACE TO AVGID KOOT DAMAGE. “TREE STAKING ALLELE pyle BU SER ae Pte ov CAT. AG SFEC'D PUANTIVG PACKFILL MIN. TWICE | " ROOTRALL ¢ o Shrub Planting N.T.S. RAUARD Q0N KEY wre 44 KE eP=ei=-(Wex itll sett = dee Sl Ge as es =| w ihr: yeh = | =e ‘ ‘ ult 3 . a a AM HOEL OVE #442C ID . : ape pa | SCH. 40 ALY. HIPPLE e Quick Coupling Valve & Hose Swivel \ — \" 0 qo een 40 pipes (GALV) |" an’ 9. 40 AAV HIPPLE GAMHNIZED UNION PvE GO" EL Pow Le) DEPTH OF COVER ~ PU PIPE DAITYPE t> N SAMt 45 MAH Li PL ELEOW OR TEE : Pie MARIN . LOTTE. Wie (o) _S TRPED TO $OTIOM OF PIPE MMETEK VALVE BOX FINISH GRADE le wy We Slik SSur | SHE Ea Uae a Tt O. Pah ae : aoe aie VALVE w Ee : ——-++- Lek i PE.” LAL Lis \ PYL. FEMALE ADAPTER GAN NIPPLE, DA. OF VALVE, Mibd, 4 LONG (TYP) A Buuibba oT OF App TE NOTE: ° PVC 90° ELBOW HOT KEQY, IF MAIN 4 LATERAL ARE @ SAME DEPTH. © EAL ALL THREADED JONTS W/TEFLON TAPE ON MALE FREAD ONLY. REMOTE CONTROL VALVE ASSEMBLY a HOT fO BALE FIb. SEAS A Pie OEEVE WITH WEATHERMATC FOG L VALVE CAP w Wy PYG STREET Re TEE OR BROW = euerine (1 REQUIRED) 44", eroRT PYC SCH EO HSS ELLOW _B Cab. Foor, V8" SuUMr. NIPPLE die) i] {i 74h sac? PVC. CH 40) ; ELfoOW */4"x 6" PVC NIPPLE CHSC) 74" MANUAL DRAIN VALVE SEE SPECIFICATIONS MANUAL DRAILi VALVE ASSEMELT PLANTING AND IRRIGATION DETAILS GAL SLEEVE @ FINISH ee Es lea ©) | (2! MIN COVER ae Mem =| SCH. BO NIPPLE kL BLO. Pe ONG ee Ske --- PVG LATERAL DOUBLE JOINT SHRUB RISER ' NOT TO OCALE — POP UP HEAD PER PLAN, INSTALL TOP TO FINISH — GRAPE FINISH GRADE ——-~ PVC NIPPLE “~ GALY. DOUBLE ELL dus ? ae ess ie g@ NIPPLE OF MARLEX l STREET ELS. | y § > GALY 12" NIPPLE om PU. Se “pve LATERAL , -----— PVC TEE OR ELLAS REQD (ya TRIPLE JOINT RISER ASSEMBLY | ~~, HIGH PoP poDY (SEE PLAN) TORO INSERT ELt- 1/2" IPS x Ae" INSET + g50-a TORS THICK WALLED FeoLY PIPE MODEL 4 850-20 V2" SnRbeT BLROW ( MAIrLex) TORO |INSERT-ELL - '/2" 1P5 % 3/a" INSERT + 850-2) HIGH-POP HEAD INSTALLATION HoT 72 Sé2ALE a Al SS STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT GERALD ty CERTIFICATE No. 87 Vey: avaeen i OFT: LL<=@s ie wzie CHE < nD — <i Zets of} 5 < a >a Del: Os v af wa eS es f ae gee >Zqe ‘on | MEDICAL OFFICE BUILDING I] SITE IMPROVEMENTS 400 South 43rd Street Renton, WA 98055 — 228-3450 AGENCY REVIEW VALLEY MEDICAL CENTER Revisions Drawn Checked Date SEPT \2 ,\1V90 Title RPETARILS Sie@tA | LS L-3 ae (YW-0b63-89 ee ' : , ; 7 <—*- re O ©) ©) ©) © ©) o © ® iy t cies ae & EB} S : i — $F orp he | 11s oie WE aca | "Tice is NS TORS Ie ~~ egeen wal ~ zi! ote ee ee eee Z/ 5 a 3|8 i : s id aa | } E | | | | | | : x a i, esos we — 3 5 s ee | 3 | PE aa Pipes oS DEST ae eB ¢ ee f | | ? | ! | | : : eo 8 ED fae ca! : 3 sine : ——— | ve es COLCo oy cs TOL TH af e. | | : fd 2 : ba LL / 218 rouey , pene OTe pYTBRIce INGO LamON & rine System saainananaaiinl i joo TE P suminun wirpewe w/ oe alae s ot+-o! we | ms — L | L | y Z cs ie : : e740 exrdiez Dh ielh e ere N cae ws TYPICAL © SCREEN i sk — 5 ? ? = ——— —— —| | — | } Se a A | Y | 0 ca gs nb Ia 7 Rien <> le P1E2O AteE STE — a >, % | SCTUGHT w/ | Gj - he ie 0 Sher: . Ae | reovice 07% : pein ik C8800 EIAe AAD | om 6 FlooR, Buona PACE & SceBed WAL ) e i | | mid C3 | q SOUTH 1 = Y= \-o' Ex, w Litt m | oc © B ee] >| - | (4) — ao} \ = : a | be as =| - | 7 > " Tn pa | & me ep Wn! A rl , loxo S pan | ‘ ? hese <q | ro as ° | oe } 7 er Fleck 7 77-6 2 | oy : re Ee =a c REVISIONS ‘ , | x peice: | | a ys | vs | i | f : ; , ao gis | | 4 BG eM | L | | Tel se sa, | | oy sie a. Z Bp ae a ++ — : | | : pt=4 | } ! MaN # 89007.00 & | | a ! a | | DRAWN | CHECKED Ee = | Pad | | | | ¢- Beer, ‘a oe ea : , PMCS ee Es ie, eee ee ee a eee aH DATE Scio tad yo ae es he apne ESL lo/&/ |W10 | 3 } i 9, 1991 TITLE : : Ree | EAS ee .D ESE AT ONS . CU- ECF - OM4- oP) Vere" {=) {3) (+) o (~) 6) 6) es ©) 9 MAHILUM & NORDIFFORS ARCHITECTURE — FACILITY PLANNING — INTERIORS 2505 Third Avenue, Seattle, WA 98121 — (206) 441-4151 SA a Cy IAT —— -— —t | ‘ | | any -& SN in AR se “ 1 > nN i. | | | fe l | 3 | = Ne ee oe SY site 1p oo . Tak iy NOR T+ Yeo'*|'-o' WW asin im “AGENCY REVIEW IRCGMtOM,- VALLEY MEDICAL OFFICE BUILDING II REGISTERED a q t =_— aa Fleoek. REVSIONS yf 2 Gf 9. ~ Ie ae see 4 : M&N # 89007.00 | | 2 , = ee ; l DRAWN CHECKED | ; Siicoal |: SS : ; eka : ak “s ya ames iw : ar Ge ote sentaaipcieniineeialeietetiiaiiieiaimeniinesanieiiinamaatiainetinati | to-s' ah or 1 re bs a | | DATE i a we OES Jlefe/iare it} NO TITLE ps * A) ie E<cTEe lok »” ELEVATIONS CT i nese ee Oe