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Home My WebLink AboutzT-2756Setg 0 5 8 n 0 p8 Ek B r a� �. PROJECT DIRECTORY: C', _ Q KING COUNTY METRO t _..._ .� METRO TRANSIT DIVISION CONTACT: (206) 684 -2115 DEPT. OF TRANSPORTATION LIZ KRENZEL (P.M., FAX: 684 -1803 ?(}1 SOUTH JACKSON ST. • DESIGN de: CONSTRUCTION elizobeth.krrnze0, w(rokc.90v M.S. KSC -TR -04351 SECTION) M SEATTLE, WA. 98104 -3856 CITY OF RENTON I '2 \\ Q ! r. l Vi Z I it � " RENTON CITY HALL CONTACT: (425) 430 -7243 s of 00 1055 SOUTH GRADY WAY MARK LONGRIDGE (P.M.) FAX: 430 -7376 i � s RENTON WA_ 98055 a mbngridge0renton.ci.tro.us Uj JACK DWYER (ESTIMATOR) �o At 'E F.D_ b ARCHITECTURAL: IL SIGNAGE / GRAPHICS Z I 0 FDN. Foundation : LLl ` p,LAM. d MERRITT + PARDINi CONTACT- (253) 383 -8700 0 Fire Extinguisher Cabinet ALAS. 1701 COMMERCE IMAD EIAHBAH (P.M.) FAX: 383 -8728 STEVE WRIGHT (P.M.) L LJ Fire Hobe Cabinet TACOMA, WA_ 98402 -3207 JUSTIN MARTINO (P.D.) ib©hbah- mp®porametrix.com RAVENHURST ! F_ LL I Finish (ed) FAX: 233 -2795 PR.. Z A.B. Anchor Bolt CIVIL & TRANSPORTATION FLASH. Floshing (206) 232 -6897 < C) ACOUS. PARAMETRtX 1231 FRYAR AVENUE CONTACT: BRAT PHILLIPS (P.E.) (253) 863 -5128 FAX: 863 -0946 Flooring _ COT. A.C.P_ ^ Acoustical Gelling Panels FLUOR. Il" m PART. PO BOX 460 AC-T. bphiliips4porametrix.com l Ems-- SUMNER, WA. 98390 -1516 A-D. Area Drain ! Z E- Face of Wall Q ADO. I o FT. STRUCTURAL Q.T. A.F.F_ Above Finish Floor I FTG. Footing(s) R z ALUM. Aluminum SYMONDS CONTACT: (2061 441 -1855 R. APPROX. 1601 SECOND AVE., STE. 1000 NANCY DUEVEL (P.M.) FAX: 448 -7167 R.A. B SEATTLE, WA. 98101 -1541 KRISTY LEWIS (P.E.) symonds®symonds.corn GA. Gage R.B. MECHANICAL / ELECTRICAL BCC. Board GALV. Galvanized TRES WEST ENGINEERS CONTACT: (253) 472 -3300 BLDG. Building G.B. 2702 S. 42ND ST. STE. 301 WING LI (PRIN., P.M.) FAX: 472 -3463 BLK. Block TACOMA, WA. 98409 -7315 ROBBIE BENDSNEYDER (P.E.) wyl @treswest.com REF. BLKG. Blocking DALE NEWTON (DESIGNER) Glass '2 \\ Q ! r. l Vi Z I it � .0 And I ! M LL Z s of 00 i tes -se 0scn.org 3$ 7r V w Lj a U� a JACK DWYER (ESTIMATOR) �o At 'E F.D_ �E W.C. IL SIGNAGE / GRAPHICS �CA a2! Center Lin- 0 '2 \\ Q ! r. l Vi Z I it � O �S 4.1 I ARCHITECTURAL ABBREVIATIONS: 1 And I ! M ELLEN SOLLOD (ARTIST) 0 0 i tes -se 0scn.org _ � Vestibule FA Fire Alarm (425) 828 -2468 P.C.P. JACK DWYER (ESTIMATOR) FAX: 828 -2788 At With F.D_ Floor Drain W.C. IL SIGNAGE / GRAPHICS Wood Center Lin- CONTACT: FDN. Foundation DON SELLERS (PRIN.) p,LAM. BELLEVUE. WA_ 98004 j6 Diameter or Round { FX. Fire Extinguisher Cabinet ALAS. CONTACT: (425) 774 -0106 Number O �S 4.1 I ARCHITECTURAL ABBREVIATIONS: 'nPo -fig/ -2�f6 LANDSCAPE NAKANO ASSGCiAM "c CONTACT: (206) 292 -9392 30C E. PIKE STREET EVAN MATHER (L.D.) FAX: 292 -9640 SEATTLE. WA. *122 ei- Ahmkonoossocant P &corn ART INTEGRATION THE SOL LOO COMPANY & And F ELLEN SOLLOD (ARTIST) FAX: 623 -1205 p Verify tes -se 0scn.org COST CONTROL: Angle Vestibule FA Fire Alarm (425) 828 -2468 P.C.P. JACK DWYER (ESTIMATOR) FAX: 828 -2788 At With F.D_ Floor Drain W.C. COL SIGNAGE / GRAPHICS Wood Center Lin- CONTACT: FDN. Foundation DON SELLERS (PRIN.) p,LAM. BELLEVUE. WA_ 98004 j6 Diameter or Round GEOTECHN- ICAL FX. Fire Extinguisher Cabinet ALAS. CONTACT: (425) 774 -0106 Number STEVE WRIGHT (P.M.) F.H.C. Fire Hobe Cabinet PLWD. A RAVENHURST CONTACT: (206) 233 -2793 FIN. Finish (ed) FAX: 233 -2795 PR.. A.B. Anchor Bolt FLASH. Floshing (206) 232 -6897 COS JERRY DOW (PRIN_) ACOUS. Acoustical FLR. Flooring COT. A.C.P_ ^ Acoustical Gelling Panels FLUOR. Fluorescent PART. AC-T. Acoustic Tile F.O.S. Face of Stud P.T.D. A-D. Area Drain F.O.W. Face of Wall Q ADO. Adjustable FT. Foot or Feet Q.T. A.F.F_ Above Finish Floor FTG. Footing(s) R ALUM. Aluminum FURR. Furring R. APPROX. Approximate G R.A. B ARCH. Architect (urai) GA. Gage R.B. BCC. Board GALV. Galvanized R.C.P. BLDG. Building G.B. Grab Bar R.D. BLK. Block G.I. Galvanized Iron REF. BLKG. Blocking GL. Glass REFER. BM. Beam GWB. Gypsum Wallboard RENF. BR. Brick GWB. /WR. Gypsum Wallboard REQ. BRG. Bearing H Water Resistant RESIL. 871N. Between H. Height RM. B.U.R. Bu;t -up Roof H.B. Hose Bibb R.O. B.C.S. Baby Changing Station H.C. Hollow Core C HDWR. Hardware R.S.T. CAB. Cabinet HT. Heights) S CPT. Carpet N.M. Hollow Metal S. C.B. Catch Basin / Chalkboard HORIZ. Horizontal. S.C. CEM. PLAS. Cement Plaster HR. Hour SCHED. C.G. Corner Guard HDR. Header S.D. C.I. Cast Iron I SECT. C.J. Control Joint I.D. Inside Diameter SHT. CLG. Ceiling INSUL. Insulation SIM. CLR, Clear INT. Interior S &L. C.M.U. Concrete Masonry Unit I.P.S. iron Pipe Size S.N.D. C.O. Deanout SQ. COL. Column JAN. Janitor S.S. CONC. Concrete JST. Joist S.STL. CONST. Construction JT. Joint STD CONT. Cont'inuous STL. CORR. Corridor L STOR. C.T. Ceram (,.Tile L. Length STRU TRU C. C.P. Center Point LAV• Lavatory S D L.L Live Load S.V. D. Dryer L.S. Light Switch SV. DBL. G.C. Double Display Case M MAX. Maximum SYM• DET. Detail M.B. Machine Bolt T DEMO_ Demolition M.D.O. Medium Density T. D.F. Drinking Fountain Overlaid Plywood T.B. DIM. Dimension MECH. Mechanical TD. /WR• DiSP. Dispenser MFR. Manufacturer D.L. Dead Load M.H. Manhole TEL. DN. Down MIN. Minimum TEMP. OR. Door MISC Miscellaneous TERZ. D.S. Down Spout M.O. Masonry Opening p g T &G DW. Dishwasher MTD. Mounted THK. DWG. Drawing MTL. Metal T.O.B. E MW. Microwave T.O.C. E. East N T.O.P. N. North T.O.S. EA. Each N.I.C. Not In Contract T.O.W. E.I.F.S. Exterior Insulation N.T.S. Not To Scale T.S. ''finish System 0 T.S.C.D. E.J. Expansion Joint OA. Overall T.T.D. ELEV. Flevation OBS. Obscure T.V. ELEC. Electr ical O.C. On Center NCO• E.P. Electrical Panel O.D. Outside Diameter U EQ. Equal O. F.C.I. Owner Furnished UNFIN. EXIST. Existing Contractor Installed U.N.O. EXT. Exterior OFF. Office E.PT, Epoxy Paint OPP. Opposite E.S. Exposed Structure E.C.P. Exterior Cement Plaster 'nPo -fig/ -2�f6 LANDSCAPE NAKANO ASSGCiAM "c CONTACT: (206) 292 -9392 30C E. PIKE STREET EVAN MATHER (L.D.) FAX: 292 -9640 SEATTLE. WA. *122 ei- Ahmkonoossocant P &corn ART INTEGRATION THE SOL LOO COMPANY CONTACT: (206) 623 -1205 724 BELMONT PLACE E. ELLEN SOLLOD (ARTIST) FAX: 623 -1205 SEATTLE, WA_ 98102 Verify tes -se 0scn.org COST CONTROL: VEST. Vestibule C3MG CONTACT- (425) 828 -2468 310 'MARINA PARK BLDG. JACK DWYER (ESTIMATOR) FAX: 828 -2788 25 CENTRAL WAY With staff6c 3mg.com KIRKLAND, WA_ 98033 W.C. Water Closet SIGNAGE / GRAPHICS Wood ILIUM CONTACT: (425) 646 -6525 600 108TH AVE. NE STE. 660 DON SELLERS (PRIN.) FAX: 646 -6522 BELLEVUE. WA_ 98004 CHRIS SANDBECK (DESIGNER) ilium ®ilium.com GEOTECHN- ICAL W.R. Waste Receptacle HWA ASSOCIATES CONTACT: (425) 774 -0106 19730 64TH AVE. W STE. 200 STEVE WRIGHT (P.M.) FAX: 774 -2714 LYNNWOOD. WA. 98036 -5904 swrightghongwest.com RETAIL / COMMERCIAL CONSULTANTS RAVENHURST CONTACT: (206) 233 -2793 701 FIFTH AVE. STE. 5050 DARRELL VANGE (PRIN.) FAX: 233 -2795 SEATTLE, WA. 98104 ROUTE IMPACT EVALUATION DSV CONTACT: (206) 232 -6897 5819 E. MERCER WAY JERRY DOW (PRIN_) FAX.- 232 -6891 MERCER ISLAND, WA. 98040 3 PROJECT SUMMARY: Portland Cement Plaster Plate PROPOSED USE: TRANSIT CENTER W " Plastic Laminated Plaster PASSENGER SERVICES Plywood CENTER (P.S.C.) Pair Projection Screen OCCUPANCY TYPE: A -3 (SHELTERS), B (P.S.C.) Point Partition BUILDING TYPE: VN (SHELTERS) Paper Towel Dispenser Quarry Tile VN (P.S.C.) LAND USE ZONE: CD CENTER DOWNTOWN Riser, or Radius Return Air Rubber Base, or Resilient Base Reflected Ceiling Plan Roof Drain Reference Refrigerator Reinforced Required Resilient Room Rough Opening Rubber Tire Mat Resilient Stair Tread South Solid Core Schedule(d) Soap Dispenser Section Sheet Similar Stain & Lacquer Sanitary Napkin Disposal Square Service Sink Stainless Steel Standard Steel Storage Structural Suspended Sheet Vinyl Sheet Vinyl Chemical Resistant Symmetrical Tread Tack Board Towel Dispenser Waste Receptacle Telephone Tempered Terrazzo Tongue & Groove Thick Top of Beom Top of Curb or Concrete Top of Pavement Top of Structure Top of Wo I I Tube Steel (Pipe) Toilet Seat Cover Dispenser Toilet Tissue Dispenser Television Typical Unfinished Unless Noted Otherwise COVERED AREA (ALL SHELTERS): 7,936 SQUARE FEET PROPOSED MAX. 16' -9" (SHELTERS), BUILDING HEIGHT: 12' -6" (P.I.C.) TOTAL BUILDING 398 SQUARE FEET (P.S.C.) AREA: PROPOSED TRANSIT CUT - THROUGH PARKING STALLS: 34 (COMPACT) ACCESSIBLE STALLS: 1 VAN STALL TOTAL: 35 PROPOSED BURNE7T AVE. 54 STANDARD PARKING STALLS: 20 COMPACT ACCESSIBLE STALLS: 3 VAN STALL TOTAL: 77 TOTAL TRANSIT CENTER SITE AREA (PHASES tA, 16 & 2): 3.9 ACRES PROPOSED INCREASE 0.18 ACRES IN IMPERVIOUS AREA: V DESIGNED ;M + P VAR. Varies V.C.T. Vinyl Composition Tile VER. Verify VERT. Vertical VEST. Vestibule V.W.C. Vinyl Wall Covering W W. Washer, West, or Width W/ With W. B. White Board W.C. Water Closet WD, Wood WDRB Wardrobe W.G. Wire Glass W.H. Water Heater W/0 Without W.P. Water Proof W.R. Waste Receptacle WT. Weight W.W.F. Welded Wire Fabric Job No 97032.00 All mr)t!!r'01 uppoarinq her.! n c.-stitutes the irpubl,shed and original nark of the Arch;tpcl !] �d may not be duolproted, used, or d;9closed wi'hout, the wnflen ;r ;nycrtt of the Arrhltea. Ref. North 0' 4' 8' 16' SYMBOLS: f SUILDMIG GRID LINES: Ll DOOR TARGET: ri - -- A V ' WINDOW TYPE TARGET: (plan and eNer�o6orr<s3 A ' - �` LOUVER TYPE TARGET: U QRELITE TYPE TARGET: n Location On Page INTERIOR ELEVATION: 1 (Arrow indicates the Sheet Number 1 • view direction) OMCE ROOM NAME 100A ROOM NUMBER: 1 REVISION CLOUD: i 0, -0" �T.O.C. ELEVATION TARGET: Elevation above finished Boor .� EL 10' -0" DATUM TARGET: DATUM A Work point control point or datum point ,at �,�� DRAWING INDEX: A4 DETAIL 1 TITLE SHEET ,q$ 1 A1.0 SITE PLAN / KEY PLAN / PHASING PLAT! Sheet !Numt w- CIVIL m . C1 LEGEND. GENERAL NOTES do ABBREVIATXWS Location On Page ,4 CIA SUMMARY OF OUANTITIES Sheet Number A4.2 WALL SECTIONS: C2 DEMOLITION PLAN C3 DEMOLITION PLAN C4 DEMOLITION PLAN C5 PAVING AND RECONSTRUCTION PLAN C6 PAVING AND RECONSTRUCTION PLAN Location On Page A C7 PAVING AND RECONSTRUCTION PLAN BUILDING SECTIONS: C8 GRADING AND UTILITIES PLAN Sheet Number A4 -1 C9 GRADING AND UTILITIES PLAN C10 GRADING AND UTILITIES PLAN -- STA 1 +00 TO STA 3 +97.58 C11 ROADWAY PROFILES C11 A WATER AND SEWER PLAN ITarget on each end of C118 MISCELLANEOUS DETAILS section line. C12 TYPICAL ROADWAY SECTIONS C13 MISCELLANEOUS DETAILS C14 JOINT LAYOUT PLAN WALL TYPES: C 14A JOINT LAYOUT PLAN C15 MISCELLANEOUS DETAILS C16 SCHEDULES C17 CHANNE LA ZATION AND SIGNING PLAN p�' POINT ELEVATION TARGET: C18 CHANNEUZATION AND SIGNING PLAN r C19 CHANNEUZATION AND SIGNING DETAILS i� C20 SIGNAL PLAN N p�'. EXISTING ELEVATION TARGET: C22 SIGNAL A PLAN C23 SIGNAL WIRING DIAGRAM �X> KEYNOTE: C24 SIGNAL WIRING DIAGRAM C25 SIGNAL POLE DETAIL - - �-- MATCH LINES: ARCHITECTURAL A1.1 SITE PLAN - PHASE 2 -- - -- -- PROPERTY LINES: A1.2 SITE PLAN - PHASE 1A AND PHASE 1 B z z 3 n z U f Z z > > z ¢ ¢ 3rd ST ¢ o I !¢ . o a / J J � o ° � C nd ¢ AIRPORT WY ' a ate. �,�: 0 �\ ,. =TD TOBIN I! y�s� d ST 1W I D ar �CTQRjA r ~o RENTON Z V) y, HS Q J LIBERTY CEDAR C> •< , PARK R1 VER o S 2nd ST v' ', \ PAR NcSTA'V EC L n S 3rd PL -- 0 0 Q � RENTON y Q � c y 1 SHOPPING CENTER �° 40 p� > 'a o is C z a` W V � s stn ST M 7th ST s `�' SW 7th ST V�P� cn v) F-lPnrk Ar RAP >. IY S RENTON VILLAGE PL VICINITY MAP a < o V z � � W = o QDAR U' T- Z75�S01 A2.1 CONTINUOUS SHELTER SOUTH - FLOOR PLAN, ROOF PLAN A2.2 CONTINUOUS SHELTER NORTH - PLAN, ROOF PLAN A2.3 CONTINUOUS SHELTERS - REFLECTED CEILING PLANS MATERIAL SYMBOLS. A3.1 PASSENGER SERVICES CENTER (P.S.C.) FLOOR PLAN, RCP A3.2 CONTINUOUS SHELTERS /P.S.C. ELEVATIONS, SECTION A3.3 CONTINUOUS SHELTER / P.S.C_ ELEVATIONS - -i =1 Earth /top soil A3.4 CONTINUOUS SHELTER NORTH / ELEVATIONS III -. I -I 11 -: 11- - A3.5 P -S.C. - BUILDING SECTIONS, WALL SECTIONS A3.6 TYP_ (2) COL. SHELTER & WINDSCREEN PLANS. ELEVATIONS, SECTION A3.7 KIOSK - PLANS, ELEVATIONS, SECTION a Concrete (Section) A6.1 DETAILS a A6.2 ART DISPLAY PYLON - DETAILS • a A6.3 DETAILS A6.4 METAL ROOF SYSTEM - DETAILS A6.5 DETAILS Sond A6.6 DETAILS STRUCTURAL S1.1 STRUCTURAL NOTES & ABBREVIATIONS Gravel S2.1 CONTINUOUS SHELTER PSC FOUNDATION & ROOF FRAMING PLAN / C°'n S2.2 CONTINUOUS SHELTER / NORTH FOUNDATION & ROOF FRAMING PLAN S2.3 TYP TWO COLUMN SHELTERS PLANS KIOSK PLANS & SECTIONS Gypsum Board (Elevation) S3.1 TYPICAL SHELTER CROSS SECTIONS S3.2 FOUNDATION DETAILS S3.3 CONTINUOUS SHELTER SECTIONS S3.4 CONTINUOUS SHELTER SECTIONS AT DISCONTINUITIES y y y Grass (Plan) S3.5 NORTH SHELTER SECTIONS AND DETAILS y 4, S3.6 NORTH SHELTER DETAIL AND TYPICAL FRAMING DETAILS S3.7 BEAM CONNECTIONS AT PSC IL S3.8 CONTINUOUS SHELTER / PSC ROOF PURLIN FRAMING PLAN New Walls M EC HAN I CAL M1.1 MECHANICAL SITE PLAN Concrete Walls M2.1 P.S.C. MECHANICAL PLANS M3.1 CONTINUOUS SHELTER / P.S.C. MECHANICAL LEGEND, DETAILS, SCHEDULES Rough wood ELECTRICAL Rough wood blocking /shimming EO.0 LEGEND AND SCHEDULES Finish Wood E1.1 POWER / LIGHTING SITE PLAN El .2 POWER / LIGHTING SITE PLAN - SOUTH Gypsum boars (Large Scale) E2.1 CONTINUOUS SHELTER ELECTRICAL PLANS E2.2 KIOSK / SHELTER PLANS AND SHELTER ELEVATIONS Gypsum board (Small Scale) E3.1 PSC BUILDING ELECTRICAL PLANS E4.1 ELECTRICAL DETAILS x:r•::•�•� k: <k Rigid Insulation LANDSCAPE nn L1.1 PLANTING PLAN - SOUTH Nsco r�� Insulation -loose or batt L1.2 PLANTING PLAN - NORTH No, a L2.1 IRRIGATION PLAN -SOUTH L2.2 IRRIGATION PLAN - NORTH L3.1 LANDSCAPE DETAILS L3.2 LANDSCAPE DETAILS SIGNAGE AS.A1 AS.A2 AS-A3 AS-A4 AS-A5 AS.A6 KING COUNTY METRO CITY OF RENTON AS-A7 AS.A8 AS-A9 AS.A 10 11111k S AS.Al 1 AS.Al2 AS.A 13 C03057C AS.A14 ROLL �.1 `91� Merritt +Pardini Members of The American Institute of Architects Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 W253 383 -8700 3 383 -8728 fox 1000 Lenora St. Suite 223 Seattle, Washinqton 98121 -2720 (206) 622 -9450 (206) 622 -9462 fax 014 COLOR SCHEDULE & SIGN TYPE LIST SIGN LOCATION PLAN SIGN TYPE 1: SITE IDENTIFICATION SIGN TYPE 2: METRO IDENTIF. 0 P.S.C. SIGN TYPE 3: KIOSK SIGNAGE SIGN TYPE 3: KIOSK SIGNAGE SIGN TYPE 3: KIOSK SIGNAGE SIGN TYPE 2 & 3: DETAILS SIGN TYPE 4: BAY MARKERS SIGN TYPE 5: BAY MARKER WITH BANNER SIGN TYPE 6: BAY DIRECTIONALS SIGN TYPE 7: BAY SIGNS WITH BANNER SIGN TYPE 8: BANNERS SIGN TYPE 6, 7 & 8: DETAILS SIGN TYPE 9: ROOM IDENTIFICATION SIGN TYPE 10: WALL MOUNTED SIGN SIGN TYPE 9 & 10: DETAILS SIGN TYPE 11: SCHEDULE HOLDERS SIGN SCHEDULE Department of Transportation - Transit, Division DATE: - -- - - -- �os /os /oo FILE RENTON TRANSIT CENTER F,LE � BID SET ',Dwc. No. A0.1 TITLE SHEET ;-- - -- - - - -- SCANNED NOV - 7 2003 s i DESIGNED ;M + P /= DRA: CHKD: i SCALE: JDM IHB ' N.T.S. ,/i RECOM. CONTRACT: ! 0030570 King County -- ---- APPROVED - - - - -_ COLOR SCHEDULE & SIGN TYPE LIST SIGN LOCATION PLAN SIGN TYPE 1: SITE IDENTIFICATION SIGN TYPE 2: METRO IDENTIF. 0 P.S.C. SIGN TYPE 3: KIOSK SIGNAGE SIGN TYPE 3: KIOSK SIGNAGE SIGN TYPE 3: KIOSK SIGNAGE SIGN TYPE 2 & 3: DETAILS SIGN TYPE 4: BAY MARKERS SIGN TYPE 5: BAY MARKER WITH BANNER SIGN TYPE 6: BAY DIRECTIONALS SIGN TYPE 7: BAY SIGNS WITH BANNER SIGN TYPE 8: BANNERS SIGN TYPE 6, 7 & 8: DETAILS SIGN TYPE 9: ROOM IDENTIFICATION SIGN TYPE 10: WALL MOUNTED SIGN SIGN TYPE 9 & 10: DETAILS SIGN TYPE 11: SCHEDULE HOLDERS SIGN SCHEDULE Department of Transportation - Transit, Division DATE: - -- - - -- �os /os /oo FILE RENTON TRANSIT CENTER F,LE � BID SET ',Dwc. No. A0.1 TITLE SHEET ;-- - -- - - - -- SCANNED NOV - 7 2003 s i fa r 0 Q N t C Z n� w Li . r) f `V O �11� �I to 0 = = i �I � Tieo- a�.:7s16 a J V _T t�ri lit i ae. ■.• s _- -sea �V pi 1ash Amman c "Wanes = i s►s�q�s a spas I� - PHASE 2 CONTINUED t REFER TO SHT. Al. I FOR ENLARGED PLAN. REFER TO CIVL C5 FOR EXTENT OF WORK THIS AREA PHASING PLAN CONTINUED SCALE: 1 " = 40' -0" 0" 20' 40' e0' 70+00 -- Job No.: 97032.00 Ref. North Mer" +Pard a; Members of Architecture All mC►terial nppeering herein constitutes the The American Urban Design Institute Of Planning unpublished and orig,nol work of th? Architect g and moy not be duplicated, used, or disclosed 0 20 40 $0 Architects Interior Design w1thout the written Consent of the Architect. IRID L - i+ r i' II i1 1701 Commerce Z Tacoma, Washington 98402 -3207 .._ w aC 0 c E Z CL IW "W W 3a F- 1-- 'k7r. 206 223 -2742 c° v€ �z Q �- m i~ !z W Li i C LLi Y O �11� �I to 0 = = i �I � Tieo- a�.:7s16 a J V _T t�ri lit i ae. ■.• s _- -sea �V pi 1ash Amman c "Wanes = i s►s�q�s a spas I� - PHASE 2 CONTINUED t REFER TO SHT. Al. I FOR ENLARGED PLAN. REFER TO CIVL C5 FOR EXTENT OF WORK THIS AREA PHASING PLAN CONTINUED SCALE: 1 " = 40' -0" 0" 20' 40' e0' 70+00 -- Job No.: 97032.00 Ref. North Mer" +Pard a; Members of Architecture All mC►terial nppeering herein constitutes the The American Urban Design Institute Of Planning unpublished and orig,nol work of th? Architect g and moy not be duplicated, used, or disclosed 0 20 40 $0 Architects Interior Design w1thout the written Consent of the Architect. IRID L - i+ r i' II i1 1701 Commerce �+ 0 Tacoma, Washington 98402 -3207 .._ �Z L 0 c E 1000 Lenora St. �— Z "W W 3a 98121-2720 'k7r. 206 223 -2742 c° v€ 206 622 -9462 fax �e E C" 00 O �11� �I to 0 = = i �I � Tieo- a�.:7s16 a J V _T t�ri lit i ae. ■.• s _- -sea �V pi 1ash Amman c "Wanes = i s►s�q�s a spas I� - PHASE 2 CONTINUED t REFER TO SHT. Al. I FOR ENLARGED PLAN. REFER TO CIVL C5 FOR EXTENT OF WORK THIS AREA PHASING PLAN CONTINUED SCALE: 1 " = 40' -0" 0" 20' 40' e0' 70+00 -- Job No.: 97032.00 Ref. North Mer" +Pard a; Members of Architecture All mC►terial nppeering herein constitutes the The American Urban Design Institute Of Planning unpublished and orig,nol work of th? Architect g and moy not be duplicated, used, or disclosed 0 20 40 $0 Architects Interior Design w1thout the written Consent of the Architect. IRID L - i+ r i' II i1 1701 Commerce Tacoma, Washington 98402 -3207 .._ 383 -8700 #36 ISTERE( M253 3 383 -8728 fox A, HITECT 1000 Lenora St. Suite 405 Seattle, Washington Le 1, 98121-2720 STALE OF WASHINGTON 206 223 -2742 206 622 -9462 fax FF 015' 46 _T 11+00 15+00 15+3115 60? O M , +oo 21 +00 Z PHASING PLAN SCALE: 1 " = 40' -0" 0" 20' 40' 80' DESIGNED Department of Traps+ port� atzon i Transit, ~ - ^D�>v�is_. ~io� n M + P DRA: CHKD: SCALE: JDM iHe 1" =400 -0" RENTON TRANSIT CENTER RECOM. CONTRACT: C03057C CITY OF RENTON King County APPROVED SITE P 1 LAN / KEY PLAN / PHASING PLAN DATE: 06/06/00 FILE FILE A1.0 SCANNED NOV • ? 2003 0 zz H } a fir w 0 J CL 0 n ; W Q fl 0 J a X u w Z Z w� U � Z �w z� Qw Qf p Z >- 0 U Z w C� t- c,n Z O i- �aC w Ck� M m Q cn �w- O z C11-11 L . JI z w CD z W J �E �E %'O'N C •C W V � = z O � W z 9 §!� Cn Q �g a.� Z as v coNrRa,cr: C i E 0 Q w F" � as CP C J � v =v E �E �E %'O'N C •C W V � = z O � W z 9 §!� Cn Q �g z 0 rY z CIVIL GENERAL NOTES 1. EXISTING UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND DEPTHS. 2. CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE UTILITY COMPANIES FOR RELOCATION AND ADJUSTMENT OF ANY EXISTING LINES OR STRUCTURES. 3. THE BACK OF THE NEW SIDEWALK SHALL BE CONSTRUCTED AS FOLLOWS: AT THE FACE OF THE BUILDING OR TO THE JOINT /SAWCUT LINE AT THE DOORWAY AS NOTED OR AT THE JOINT /SAWCUT LINE INDICATED WHERE NO BUILDING EXISTS. 4. SEE GRADING PLAN FOR LOCATION AND ELEVATION OF NEW FLOW LINE, TOP OF CURB, AND ROADWAY CENTERLINE. 5. PROVIDE EXPANSION JOINTS PER THE SIDEWALK SCORING PLANS, SEE SHEETS' 14 AND 14A AROUND ALL POLES AND OTHER FOUNDATIONS IN THE SIDEWALK. 6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREES EXCEPT AS NOTED ON THE RECONSTRUCTION PLAN. 7. ALL UTILITY SURFACE FEATURES (I.E. MANHOLES, CATCH BASINS, VALVES, UTILITY BOXES, METERS, ETC.) SHALL BE ADJUSTED TO FINISH GRADE. SEE COR DETAIL B001. 8. ALL NEW UTILITY SURFACE FEATURES SHALL BE LOCATED WITHIN SCORING PATTERNS SHOWN IN THESE PLANS. 9. SEE CITY OF RENTON STANDARD DETAILS WHERE REFERENCES ARE MADE. STANDARD DETAILS ARE NOT INCLUDED WITH THESE PLANS BUT ARE CONSIDERED A PART OF THE CONSTRUCTION DOCUMENTS. rea- ki -s7fK narametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston ffi CML LEGEND EXr' TIN PROP05E Z CITY OF RENTON coNrRa,cr: C03057C Q C J Y J 0 U_ V) U CL Q w Q 0 z 0 rY z CIVIL GENERAL NOTES 1. EXISTING UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND DEPTHS. 2. CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE UTILITY COMPANIES FOR RELOCATION AND ADJUSTMENT OF ANY EXISTING LINES OR STRUCTURES. 3. THE BACK OF THE NEW SIDEWALK SHALL BE CONSTRUCTED AS FOLLOWS: AT THE FACE OF THE BUILDING OR TO THE JOINT /SAWCUT LINE AT THE DOORWAY AS NOTED OR AT THE JOINT /SAWCUT LINE INDICATED WHERE NO BUILDING EXISTS. 4. SEE GRADING PLAN FOR LOCATION AND ELEVATION OF NEW FLOW LINE, TOP OF CURB, AND ROADWAY CENTERLINE. 5. PROVIDE EXPANSION JOINTS PER THE SIDEWALK SCORING PLANS, SEE SHEETS' 14 AND 14A AROUND ALL POLES AND OTHER FOUNDATIONS IN THE SIDEWALK. 6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREES EXCEPT AS NOTED ON THE RECONSTRUCTION PLAN. 7. ALL UTILITY SURFACE FEATURES (I.E. MANHOLES, CATCH BASINS, VALVES, UTILITY BOXES, METERS, ETC.) SHALL BE ADJUSTED TO FINISH GRADE. SEE COR DETAIL B001. 8. ALL NEW UTILITY SURFACE FEATURES SHALL BE LOCATED WITHIN SCORING PATTERNS SHOWN IN THESE PLANS. 9. SEE CITY OF RENTON STANDARD DETAILS WHERE REFERENCES ARE MADE. STANDARD DETAILS ARE NOT INCLUDED WITH THESE PLANS BUT ARE CONSIDERED A PART OF THE CONSTRUCTION DOCUMENTS. rea- ki -s7fK narametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston ffi CML LEGEND EXr' TIN PROP05E CITY OF RENTON coNrRa,cr: C03057C 4( 0 -- UGT _ x -- If it L> i._ ,� Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. M Q 1XI T �SD -- w D Ig D C CIVIL ABBREVIATIONS DESCRIPTION WATER METER AVE AVENUE FIRE HYDRANT, 3— NOZZLE BC BACK OF CURB FIRE HYDRANT, 2-- NOZZLE BW BACK OF WALK WATER VALVE BWM BOEING WATER MAIN WATER MANHOLE CB CATCH BASIN STORM DRAIN MANHOLE CCBC CEMENT CONCRETE BARRIER CURB SD CATCH BASIN, TYPE 1 AND CONC INLET CJ CONSTRUCTION JOINT SANITARY SEWER MANHOLE CHLK CHAIN LINK SANITARY SEWER CLEANOUT C/L CENTER LINE GAS VALVE C.O. CLEANOUT GAS METER CONC CONCRETE MiSC UTILITY COR CITY OF RENTON TELEPHONE MANHOLE DI DUCTILE IRON UTILITY POLE ANCHOR EJ EXPANSION JOINT UTILITY POLE ELEV ELEVATION STREET LIGHT EPC EDGE OF PAVEMENT CONCRETE LUMINAIRE EX EXISTING TREE UPLIGHT FC FACE OF CURB UTILITY POWER POLE LIGHT FF FINISHED FLOOR JUNCTION BOX, TYPE 1 FG FINISHED GRADE JUNCTION BOX, TYPE 2 FL FLOW LINE PAD MOUNTED TRANSFORMER FNC FENCE POWER VAULT FW FACE OF WALK LARGE SIGN GB GRADE BREAK SMALL SIGN GS GROUND SHOT POINT UTILITY POST HP HIGH POINT UTILITY VAULT IE INVERT ELEVATION SIGNAL CONTROLLER INV INVERT TRAFFIC SIGN LB LIGHT BROOM FINISH PEDESTRIAN SIGNAL HEAD LF LINEAR FEET VEHICLE SIGNAL HEAD LP LOW POINT TRAFFIC SIGNAL POLE LNK LINK PEDESTRIAN PUSH -- BUTTON POST LT LEFT MB MEDIUM BROOM FINISH UNDERGROUND TELEPHONE MH MANHOLE UNDERGROUND POWER /TELEPHONE MISC MISCELLANEOUS UNDERGROUND POWER MJ MECHANICAL JOINT SANITARY SEWER NTS NOT TO SCALE STORM DRAIN PC POINT OF CURVATURE GAS LINE PI POINT OF INTERSECTION WATER MAIN Pi LONGITUDINAL OR TRANSVERSE PAVEMENT JOINT ROD CHAIN LINK FENCE PRC POINT AT REVERSE CURVE CHAIN LINK FENCE, HEIGHT VARIES PT POINT AT TANGENT CHAIN LINK FENCE, 8' HIGH PVC POLYVINYL CHLORIDE SEATTLE WATER PIPELINE RT RIGHT R/W RIGHT OF WAY ROCKS SDMH STORM DRAIN MANHOLE SERV SERVICE CROSSWALK SHT SHEET SPU SEATTLE PUBLIC UTILITIES STOP BAR SS SANITARY SEWER TURN ARROW SSMH SANITARY SEWER MANHOLE STA STATION SW SIDEWALK RAILROAD CROSSING TBD TO BE DETERMINED TC TOP OF CURB TEMP TEMPORARY TJ TOOLED JOINT 2 UP UGP UTILITY GUIDE POLE 6 0%3 VEGETATION WMH WATER MANHOLE WA WATER WA VLT WATER VAULT SHELTER FOUNDATION WF WIRE FINISH CURB RAMP TREE GRATE BENCH BOLLARD BIKE RACK HANDICAP PARKING SPACE COMPACT PARKING SPACE Ref. North 0' 10' 20' 40' Memtt +Pardini Mel, 60 of � M � atltub o an FtID II` ._ 9 1 Architecture Urban Planning Design Into km Design 1701 Comm«+o. T000na. Mloahington 96402 -3207 253 383 -8700 2333 383 -8728 fox 1000 Lenora SL Suitie 405 Seattle, IN "Ong, 0 90121 -2720 O$ 223 -2742 622 -6442 fox FIR 0'i 6 DESIGNED B. PHILLIPS DRA: C K J VS RECOM. King County gPPROVEa. S� Department of Transportation — Transit Division NTS�E� RENTON TRANSIT CENTER CITY OF RENTON coNrRa,cr: C03057C LEGEND, GENERAL NOTES &ABBREVIATIONS DATE: 6 -6-00 FILE 23040711 DWG. N0. C1 SCANNED NOV • 7 2003 4 C� e� N } V a x W 9. AL e m J 4 V N H 0 J a 0 0 n i n i.i a 0 0 J a W cr X ,8 AL n 4 4 n F sto L L r1 1 91LL F IR 0'� 7 ` ? SCANNED NOV • 7 2003 J to + on Qi 0 W 4 a N W a a W 0 J a N O 0 O J a W W x r, h C A qr N h a N x r i in E_ �N C ALA C • va a C (3) C 4) a a0 g- 0 LL z -q Oo �E J Q 1000 SIL U LL U� �C: ZZ3 -Z74Z �E J Y z = z Uj O Cl- z _J uj cr z = 1— Q U O I E—' w —� z� -\ z� 0 U W L.ii z im LLJ Lam! z M in E_ �N C ALA C • va a C (3) C 4) a a0 g- 0 LL z -q Oo �E J Q 1000 SIL U LL U� �C: ZZ3 -Z74Z �E J in E_ �N C ALA C • va a C (3) C 4) a �FFle g- M w J Q 1000 SIL J J . a bo 11V 121 -2720 ZOe r { Z W W .. z 0 t: z 4 pg � ti 4. r 1i a b � � 00! � 1 i 1 y 1 � -- w PSI ' C.I. W I FA F 6- C -w no \ � M b O 11 W -� �W Er Mill i M''' 0 �Ir WE a, Arra-, 0 - t i • I •. 0 AM I' '- A rad L F SIA] am �0111111111; saw ILI il R A SEAM 9 ■ c 1 �- • ��- -- • • �� / f / OA .�` le a� _ 0 l � � WAS, VA 0 t �s • .t AL _GENERAL DEMOLITION NOTES: 1. CONTRACTOR SH/;LL ADJUST TO GRADE ALL EXISTING UTILITIES TO REMAIN. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREES AND LANDSCAPING WITHIN DEMOLITION LIMITS SHOWN. 3. CONTRACTOR SHALL REMOVE ALL SIGNS WITHIN THE DEMOLITION LIMITS. STREET SIGNS SHALL BE DELIVERED TO CITY SHOPS. TRANSIT SIGNS SHALL BE STOCKPILED FOR PICKUP BY METRO. 4. CONTRACTOR SHALL REMOVE ALL EXISTING LIGHTING EXCEPT AS SHOWN. LIGHT POLES ON BURNETT BETWEEN 2ND AND 3RD SHALL BE RELOCATED AS INDICATED ON ELECTRICAL PLANS. ALL REMAINING POLES SHALL BE DELIVERED TO CITY SHOPS. 5. SIDEWALKS SHALL BE REMOVED TO THE EDGE OF DECORATIVE PAVEMENTS AT BUILDING ENTRANCES UNLESS SHOWN OTHERWISE. 6. ALL ADJACENT PROPERTIES SHALL BE PROTECTED FROM DAMAGE BY CONTRACTOR. CONTRACTOR SHALL REPAIR DAMAGE TO ADJACENT PROPERTIES AT CONTRACTOR'S EXPENSE. 7. NO JACKHAMMERING SHALL BE ALLOWED WITHIN 10' OF SEATTLE PUBLIC UTILITY'S WATER MAINS. 77Po - k1- J 7lis r Parametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston DEMOLITION NOTES: 0 5AWCUT EXISTING PAVEMENT. REMOVE EXISTING PAVEMENT TO ALLOW ROOM FOR CONSTRUCTION OF NEW CURB AND GUTTER. SEE GRADING PLANS FOR NEW CURB LOCATIONS. O2 REMOVE EXISTING TREES, LANDSCAPING AND EXTRUDED CURB. REMOVE EXISTING SIDEWALK AND CURB. O REMOVE EXISTING ASPHALT PAVING. OREMOVE CONCRETE SIDEWALK TO FACE OF BRICK PLANTER AND CONSTRUCTION JOINT AT DOOR OPENING. OREMOVE EXISTING TEMPORARY ASPHALT PATCH. O7 RELOCATE CLOCK TOWER TO 3RD STREET PLAZA. SEE SHEET C16 FOR LOCATION. OREMOVE CEMENT CONCRETE SIDEWALK TO NEAREST JOIN i . Og ABANDON EXISTING MANHOLE OR CATCH BASIN AND PLUG ALL CONNECTIONS. 17 REMOVE DRIVEWAY TO CONSTRUCTION JOINT. Job No.: 95000.00 All material appearing herein constitutes the unpubiighed and original work of the Architect ornd mpy not be duphcoted, used, or disclosed withoit the written consent of the Architect. Ref. North 0' 10' 20' 40' Nier +ftrdini MWrotwo Of V* mwwwn Irmobits of Arehfto Urbon DWgn DtMign T- ?7S�i05 13 REMOVE PAVED ISLAND AND CURB. 14 REMOVE CEMENT CONCRETE SIDEWALK TO DOORSTOP. 75 REMOVE CURB. 16 UNDERGROUND VAULT, ADJUST ACCESS LID TO GRADE. 17 UNDERGROUND VAULT TO BE ABANDONED OR RELOCATED BY OTHERS. 18 REMOVE EXISTING CATCH BASIN. 19 STREET LIGHT TO REMAIN. 20 REMOVE SIGN. 22 LIGHT FOUNDATION TO REMAIN. C) 23 REMOVE TREE. C) �FFle z M w 2 1000 SIL J J . a bo 11V 121 -2720 ZOe ZZ3 -Z74Z J Y O _J = 1— a- > im a w Q 0 .. z 0 t: z 4 pg � ti 4. r 1i a b � � 00! � 1 i 1 y 1 � -- w PSI ' C.I. W I FA F 6- C -w no \ � M b O 11 W -� �W Er Mill i M''' 0 �Ir WE a, Arra-, 0 - t i • I •. 0 AM I' '- A rad L F SIA] am �0111111111; saw ILI il R A SEAM 9 ■ c 1 �- • ��- -- • • �� / f / OA .�` le a� _ 0 l � � WAS, VA 0 t �s • .t AL _GENERAL DEMOLITION NOTES: 1. CONTRACTOR SH/;LL ADJUST TO GRADE ALL EXISTING UTILITIES TO REMAIN. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREES AND LANDSCAPING WITHIN DEMOLITION LIMITS SHOWN. 3. CONTRACTOR SHALL REMOVE ALL SIGNS WITHIN THE DEMOLITION LIMITS. STREET SIGNS SHALL BE DELIVERED TO CITY SHOPS. TRANSIT SIGNS SHALL BE STOCKPILED FOR PICKUP BY METRO. 4. CONTRACTOR SHALL REMOVE ALL EXISTING LIGHTING EXCEPT AS SHOWN. LIGHT POLES ON BURNETT BETWEEN 2ND AND 3RD SHALL BE RELOCATED AS INDICATED ON ELECTRICAL PLANS. ALL REMAINING POLES SHALL BE DELIVERED TO CITY SHOPS. 5. SIDEWALKS SHALL BE REMOVED TO THE EDGE OF DECORATIVE PAVEMENTS AT BUILDING ENTRANCES UNLESS SHOWN OTHERWISE. 6. ALL ADJACENT PROPERTIES SHALL BE PROTECTED FROM DAMAGE BY CONTRACTOR. CONTRACTOR SHALL REPAIR DAMAGE TO ADJACENT PROPERTIES AT CONTRACTOR'S EXPENSE. 7. NO JACKHAMMERING SHALL BE ALLOWED WITHIN 10' OF SEATTLE PUBLIC UTILITY'S WATER MAINS. 77Po - k1- J 7lis r Parametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston DEMOLITION NOTES: 0 5AWCUT EXISTING PAVEMENT. REMOVE EXISTING PAVEMENT TO ALLOW ROOM FOR CONSTRUCTION OF NEW CURB AND GUTTER. SEE GRADING PLANS FOR NEW CURB LOCATIONS. O2 REMOVE EXISTING TREES, LANDSCAPING AND EXTRUDED CURB. REMOVE EXISTING SIDEWALK AND CURB. O REMOVE EXISTING ASPHALT PAVING. OREMOVE CONCRETE SIDEWALK TO FACE OF BRICK PLANTER AND CONSTRUCTION JOINT AT DOOR OPENING. OREMOVE EXISTING TEMPORARY ASPHALT PATCH. O7 RELOCATE CLOCK TOWER TO 3RD STREET PLAZA. SEE SHEET C16 FOR LOCATION. OREMOVE CEMENT CONCRETE SIDEWALK TO NEAREST JOIN i . Og ABANDON EXISTING MANHOLE OR CATCH BASIN AND PLUG ALL CONNECTIONS. 17 REMOVE DRIVEWAY TO CONSTRUCTION JOINT. Job No.: 95000.00 All material appearing herein constitutes the unpubiighed and original work of the Architect ornd mpy not be duphcoted, used, or disclosed withoit the written consent of the Architect. Ref. North 0' 10' 20' 40' Nier +ftrdini MWrotwo Of V* mwwwn Irmobits of Arehfto Urbon DWgn DtMign T- ?7S�i05 13 REMOVE PAVED ISLAND AND CURB. 14 REMOVE CEMENT CONCRETE SIDEWALK TO DOORSTOP. 75 REMOVE CURB. 16 UNDERGROUND VAULT, ADJUST ACCESS LID TO GRADE. 17 UNDERGROUND VAULT TO BE ABANDONED OR RELOCATED BY OTHERS. 18 REMOVE EXISTING CATCH BASIN. 19 STREET LIGHT TO REMAIN. 20 REMOVE SIGN. 22 LIGHT FOUNDATION TO REMAIN. C) 23 REMOVE TREE. C) L • DESIGNED B. PHILLIPS D RA: K D : SCALE: i) VS 089 1 "=20'-019 �� 01 7 RECOM. CONTRACT: 1110 King County C03057C APPROVED i� LEGEND REMOVE CEMENT CONCRETE SIDEWALK OR BRICK PAVERS AND CURB REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH SAWCUT Department of Transportation – Transit Division RENTON TRANSIT CENTER CITY OF RENTON DEMOLITION PLAN C' !.) ; 7-..,') ?1-40T sf m UA I t: 6 -6 -00 FILE 2304071' DWG. N0. CG =1 SCA�vNEp HOV • � 2003 �FFle 1 ?01 riOmmwas Twomv 32wmhingto�n M w wj 3d3 -d7Ze f" 1000 SIL J J . bo 11V 121 -2720 ZOe ZZ3 -Z74Z L • DESIGNED B. PHILLIPS D RA: K D : SCALE: i) VS 089 1 "=20'-019 �� 01 7 RECOM. CONTRACT: 1110 King County C03057C APPROVED i� LEGEND REMOVE CEMENT CONCRETE SIDEWALK OR BRICK PAVERS AND CURB REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH SAWCUT Department of Transportation – Transit Division RENTON TRANSIT CENTER CITY OF RENTON DEMOLITION PLAN C' !.) ; 7-..,') ?1-40T sf m UA I t: 6 -6 -00 FILE 2304071' DWG. N0. CG =1 SCA�vNEp HOV • � 2003 N f N O } a f5 d 0 J t N E a 0 J a x r 1 to LAj Z Z w 0 Z or_ lL 0 Z F- 0 U t— z w ry �i CN LAW 0 Q C J 0L Lf) Z I O 0 Z => L J L 0 Q L.Li :3 E \E � N "ay � I •C p� C a� a a � rl O J rc1 to + �W Z — .J �V Q •� � � .L a° Z c, v a� L L- Z Y -e- �.../ 0 AVENUE �-- : Q WHEEL STOPS AND DELIVER TO CITY _DEMOLITION 1. CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES TO 1 SAWCUT EXISTING PAVEMENT. REMOVE EXISTING W 3 Ei CL U ry � v C � TO ROADWAY CENTERLINE. 6M :3 E \E � N "ay � I •C p� C a� a a � rl O J rc1 to + �W Z — .J �V Q •� � � � vT V V I V J I n L I TL�J Z PLAN -- BURNETT GENERAL. DEMOLITION NQ14"ES: NOTES: Kirkland AVENUE S dz 4? 7s2S Parametrlxe Inc. WASHINGTON OREGON Z Portland Bremerton GENERAL. DEMOLITION NQ14"ES: NOTES: Kirkland a. J 2 0 REMOVE WHEEL STOPS AND DELIVER TO CITY _DEMOLITION 1. CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES TO 1 SAWCUT EXISTING PAVEMENT. REMOVE EXISTING SHOPS. a C) 28 GRIND AND REMOVE 2 —INCH THICKNESS OF REMAIN. PAVEMENT TO ALLOW ROOM FOR CONSTRUCTION OF TO ROADWAY CENTERLINE. 6M > NEW CURB AND GUTTER. SEE GRADING PLANS FOR (7zjj " 1 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREES AND NEW CURB LOCATIONS. N O 58 LANDSCAPING WITHIN DEMOLITION LIMITS SHOWN. X ]> REMOVE EXISTING TREES, LANDSCAPING AND Q 3. CONTRACTOR SHALL REMOVE ALL SIGNS WITHIN THE DEMOLITION EXTRUDED CURB. LIMITS. STREET SIGNS SHALL BE DELIVERED TO CITY SHOPS. Uj TRANSIT SIGNS SHALL BE STOCKPILED FOR PICKUP BY METRO. 3 REMOVE EXISTING SIDEWALK AND CURB. Q ° 4. CONTRACTOR SHALL REMOVE ALL EXISTING LIGHTING EXCEPT AS <D REMOVE EXISTING ASPHALT PAVING. SHOWN. LIGHT POLES ON BURNETT BETWEEN 2ND AND 3RD SHALL m BE RELOCATED AS INDICATED ON ELECTRICAL PLANS. ALL REMAINING 5 REMOVE CONCRETE SIDEWALK TO FACE OF BRICK POLES SHALL BE DELIVERED TO CITY SHOPS. PLANTER AND CONSTRUCTION JOINT AT DOOR OPENING. 5. SIDEWALKS SHALL BE REMOVED TO THE EDGE OF DECORATIVE PAVEMENTS AT BUILDING ENTRANCES UNLESS SHOWN OTHERWISE. (D REMOVE EXISTING TEMPORARY ASPHALT PATCH. 6. ALL ADJACENT PROPERTIES SHALL BE PROTECTED FROM DAMAGE BY 7 RELOCATE CLOCK TOWER TO 3RD STREET PLAZA. CONTRACTOR. CONTRACTOR SHALL REPAIR DAMAGE TO ADJACENT SEE SHEET C15 FOR LOCATION. PROPERTIES AT CONTRACTOR'S EXPENSE. 8 REMOVE CEMENT CONCRETE SIDEWALK TO NEAREST 0 7. NO JACKHAMMERING SHALL BE ALLOWED WITHIN 10' OF SEATTLE JOINT. 0 PUBLIC UTILITY'S WATER MAINS. 9 ABANDON EXISTING MANHOLE OR CATCH BASIN AND PLUG ALL CONNECTIONS. C) REMOVE DRIVEWAY TO CONSTRUCTION JOINT. dz 4? 7s2S Parametrlxe Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston SCALE 1" = 20" 13 REMOVE PAVED ISLAND AND CURB. 14 REMOVE CEMENT CONCRETE SIDEWALK TO DOORSTOP. 15 REMOVE CURB. 0 16 UNDERGROUND VAULT, ADJUST ACCESS LID TO GRADE. 77 UNDERGROUND VAULT TO BE ABANDONED OR C) RELOCATED BY OTHERS. 18 REMOVE EXISTING CATCH BASIN AND PLUG ALL CONNECTIONS. 19 STREET LIGHT TO REMAIN. 20 REMOVE SIGN. 21 REMOVE CHAIN LINK FENCE. 22 LIGHT FOUNDATION TO REMAIN. 23 REMOVE TREE. C) GREMOVED REMOVE CONCRETE FOUNDATION. BUILDING 70 BE BY KING COUNTY METRO. Job No.: 95000.00 Ref. North M. aml +Pard'n' MINI" of Anwkwi thban All material appearing nerein constitutes the I F The L wwnft Of PINIM unpublished and originoi work of the Architect . + �Oh Ob t/1 pf t � and 'nay not be duplicat ?d, used, or disclosed O O 20 40 without the written consent of the Architect. L L i 1701 Camov o. T000rna, Woshh igtm �203 700 2d3� 303 -0 303 -0720 fait 1000 SL Sufte 406 �Wqirwe 121 -2720 re 223 -2742 0 a2Z- 2 fax FR _ p 25 C) REMOVE EXISTING KCMETRO KIOSK; STOCKPILE FOR KCMETRO PICKUP. 26 C) REMOVE AWNING AND DELIVER TO CITY SHOPS. 27 C) REMOVE WHEEL STOPS AND DELIVER TO CITY SHOPS. C) 28 GRIND AND REMOVE 2 —INCH THICKNESS OF ASPHALT TO ROADWAY CENTERLINE. DESIGNED B. PHILLIPS DRA: VS RECOM..�� King County APPROVED n + y W Z J U Q LEGEND F7,TJ77Tla REMOVE CEMENT CONCRETE SIDEWALK OR BRICK PAVERS AND CURB REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH SAWCUT SIDEWALK TO BE- REMOVED BY OTHERS Department of Transportation -- Transit Division s�zo -o° RENTON TRANSIT CENTER coNrencT: CITY OF RENTON COSOS) DEMOLITION PLAN C T- ..> ?.Ho c� A DATE: 6 -6 -00 FILE 2-)040714 DWG. N0, C3 SHT SCANNED NOV - 7 2003 r 9 L11 2 a to- 8 O r } W a a h W CL W J 4 (A O J a Ch i 04 r W Q 0 0 a I: X r 0 I 0 5 r O O lLr) M I r MD -7_- -7A0Wwmm- :3E t E �N 1 F .C: M C� = J 0 C) Z Qi t3 L� L_ Qf z 0 E O Q � Q vQ � J �w ,� a l/ \f ry C V �v vL- Q (V th p Z L (D �z =� U C) U ty a Q W LLJ X-11 Z w (D F- c) L j y w z a� 0 Q� F CD W Z ty Q r M :3E t E �N 1 F .C: M C� = J 0 L .+� O d� Z Qi t3 L� L_ Y .� 0 0 0 E O Q z vQ � J �w ,� a l/ \f ry C V �v vL- (V :3E t E �N 1 F .C: M C� = J 0 o_ V) Z i/• . W e V) } z E PI ROW STA MOR ; I \ N \ i ,f STA 10 +00 TO STA 15+60 PLAN - BURNETT AVENUE SCALE 1 " = 20' RECON NO 1 CURB RAMP DESIGN A UNLESS SHOWN OTHERWISE, SEE COR PLAN NO. F -05.1. SEE 13 PAVEMENT TO REMAIN. OVERLAY WITH ASPHALT CONCRETE PAVEMENT CLASS G. SEE CURB RAMP SCHEDULE, SHEET C16 FOR LOCATION. ROADWAY SECTIONS SHEET C12. 2 CEMENT CONCRETE DRIVEWAY /ALLEY APPROACH, SEE COR DETAIL F -006. 14 SEE SHEET C16 FOR LOCATIONS OF SIDEWALK FEATURES. SEE APPROPRIATE 3 MATCH EXISTING NEW PAVEMENT AS PER DETAIL USE DISCIPLINE PLANS FOR FEATURE DETAILS. SEE SHEET A1.1 FOR FEATURE SUMMARY. 3 EXISTING DOWELS FOR USE IN THE CONSTRUCTION C15 JOINT. 15 PAVERS 4 CONSTRUCT ROLLED CURB PER DETAIL 3 16 CONSTRUCT EXTRUDED CURB AND ASPHALT ISLAND TO MATCH EXISTING. C13 5 JOINT PATTERN REFERENCE POINT. SEE SHEET C14 AND C 14A FOR TYPICAL JOINT 17 RECONSTRUCT SIDEWALK AT TREE REMOVAL LOCATIONS. LAYOUT PLAN. 18 BUILDING TO BE DEMOLISHED BY OTHERS. CONTRACTOR TO COORDINATE BACK OF 6 MATCH NEW CEMENT CONCRETE SIDEWALK WITH EXISTING. SIDEWALK LOCATION AND ELEVATION WITH DEVELOPER. 7 CONSTRUCT NEW SIDEWALK TO EDGE OF DECORATIVE PAVEMENT. 8 TREE GRATE BLOCKOUT PER DETAIL 1 SEE. SHEET C16 FOR LOCATION. L32 9 RECONSTRUCT NEW SIDEWALK TO FACE OF EXISTING BUILDING. 10 CEMENT CONCRETE SIDEWALK. SEE SHEET C14 AND C 14A. 11 RECONSTRUCT NEW SIDEWALK TO DOORSTOP. 12 RECONSTRUCT NEW SIDEWALK TO FACE OF BRICK PLANTER AND OPENING OF DOOR. _ oERI Md MW 0/ a j7ro I 1701 Coan"mm Parametrix, Inc. Tocorna, washkpton Job No.: 95000.00 Ref. North � �_��'�' 8902 -3207 253 393 -8700 253 383 -e728 tax WASHINGTON OREGON Sumner Portland 1000 UNWO St. Bremerton TEXAS mend of �ftecWre Sine � 'The Mw loan urban DNign Seattle Wooh Kirkland Houston A►I moterial appearing herein constitutes the Wleb%" oil pig N121 -2720 �� unpublished and original work of the Architect , klt�ri0r and may not be duplicated, used. or disclosed 0 O 20 40 DWV 209 223 -2742 without the written consent of the Architect. 208 622 -9462 fa ROB L p1 �91 R 021 WO a o LEGEND 1 i COLORED CONCRETE SF_E SHEET A1.1 DESIGNED B. PHILLIPS �- DRA: : SCALE: CHKD VS 1 "=20' --d„ RECOM. CONTRACT: King County C03057C APPROVED (3 1 PAVERS T- ?7Slf08 DeparGnent of Transportation — Transit Division RENTON TRANSIT CENTER CITY OF RENTON AVING AND RECONSTRUCTION PLAN M r, 0 co LO Q V) W z U 6 UH I L: 6- -6--00 FILE 23040719 DWG. NO. C5 SCANNED NOV - 7 2003 r Z q- Q J Y C� _J _ U- V�V Cn o m > o O U a Q w a 0 m o_ V) Z i/• . W e V) } z E PI ROW STA MOR ; I \ N \ i ,f STA 10 +00 TO STA 15+60 PLAN - BURNETT AVENUE SCALE 1 " = 20' RECON NO 1 CURB RAMP DESIGN A UNLESS SHOWN OTHERWISE, SEE COR PLAN NO. F -05.1. SEE 13 PAVEMENT TO REMAIN. OVERLAY WITH ASPHALT CONCRETE PAVEMENT CLASS G. SEE CURB RAMP SCHEDULE, SHEET C16 FOR LOCATION. ROADWAY SECTIONS SHEET C12. 2 CEMENT CONCRETE DRIVEWAY /ALLEY APPROACH, SEE COR DETAIL F -006. 14 SEE SHEET C16 FOR LOCATIONS OF SIDEWALK FEATURES. SEE APPROPRIATE 3 MATCH EXISTING NEW PAVEMENT AS PER DETAIL USE DISCIPLINE PLANS FOR FEATURE DETAILS. SEE SHEET A1.1 FOR FEATURE SUMMARY. 3 EXISTING DOWELS FOR USE IN THE CONSTRUCTION C15 JOINT. 15 PAVERS 4 CONSTRUCT ROLLED CURB PER DETAIL 3 16 CONSTRUCT EXTRUDED CURB AND ASPHALT ISLAND TO MATCH EXISTING. C13 5 JOINT PATTERN REFERENCE POINT. SEE SHEET C14 AND C 14A FOR TYPICAL JOINT 17 RECONSTRUCT SIDEWALK AT TREE REMOVAL LOCATIONS. LAYOUT PLAN. 18 BUILDING TO BE DEMOLISHED BY OTHERS. CONTRACTOR TO COORDINATE BACK OF 6 MATCH NEW CEMENT CONCRETE SIDEWALK WITH EXISTING. SIDEWALK LOCATION AND ELEVATION WITH DEVELOPER. 7 CONSTRUCT NEW SIDEWALK TO EDGE OF DECORATIVE PAVEMENT. 8 TREE GRATE BLOCKOUT PER DETAIL 1 SEE. SHEET C16 FOR LOCATION. L32 9 RECONSTRUCT NEW SIDEWALK TO FACE OF EXISTING BUILDING. 10 CEMENT CONCRETE SIDEWALK. SEE SHEET C14 AND C 14A. 11 RECONSTRUCT NEW SIDEWALK TO DOORSTOP. 12 RECONSTRUCT NEW SIDEWALK TO FACE OF BRICK PLANTER AND OPENING OF DOOR. _ oERI Md MW 0/ a j7ro I 1701 Coan"mm Parametrix, Inc. Tocorna, washkpton Job No.: 95000.00 Ref. North � �_��'�' 8902 -3207 253 393 -8700 253 383 -e728 tax WASHINGTON OREGON Sumner Portland 1000 UNWO St. Bremerton TEXAS mend of �ftecWre Sine � 'The Mw loan urban DNign Seattle Wooh Kirkland Houston A►I moterial appearing herein constitutes the Wleb%" oil pig N121 -2720 �� unpublished and original work of the Architect , klt�ri0r and may not be duplicated, used. or disclosed 0 O 20 40 DWV 209 223 -2742 without the written consent of the Architect. 208 622 -9462 fa ROB L p1 �91 R 021 WO a o LEGEND 1 i COLORED CONCRETE SF_E SHEET A1.1 DESIGNED B. PHILLIPS �- DRA: : SCALE: CHKD VS 1 "=20' --d„ RECOM. CONTRACT: King County C03057C APPROVED (3 1 PAVERS T- ?7Slf08 DeparGnent of Transportation — Transit Division RENTON TRANSIT CENTER CITY OF RENTON AVING AND RECONSTRUCTION PLAN M r, 0 co LO Q V) W z U 6 UH I L: 6- -6--00 FILE 23040719 DWG. NO. C5 SCANNED NOV - 7 2003 r • W 4 U N J (L ©) 0 1 N a n 0 J QL Cr x I 49 �0 o� N L� z OO 0 U< }- z Lai LL-1 t D a U C �C =v E mE ° �I C o� S r- W�� o i N = W O II g j 0� <L& N 1f _ z Z m o 0 7 i z rn!Z a No N Q Y 91_ 000 PI ROWS AND P_L_ - - N CO = Z Uj .- W J „ c.n a- Pl ROW J 43.5' LT = . ,. Y 1 (Al m W° STA 17 +23.86 W STA C 3 +53.94 Q o z z MATCH LINE ~- N wO � '-� r rd-) 12 M F— 8 0 - TRANSVERSE CONTRACTION F —� F_ Q + L.1J l / /r/ r V / fi v z U z O QLL_ ( O 0 w $ +— L,i I z� (� z� L IJ r--) Q W <Q W W V Q F— W z m 71 m. a - o 0 .- 9 C1:3 r i :M] M W 4 U N J (L ©) 0 1 N a n 0 J QL Cr x I 49 �0 o� N L� z OO 0 U< }- z Lai LL-1 t D a U C �C =v E mE ° �I C o� S r- W�� o i N = W O II g j 0� <L& N 0 7 A J CITY OF RIGHT-OF-WAY STA "B .1 r r i • •D STREET ROW C 0 STA 15+76 i -ASPHALT CONCRETE PAVEMENT PATCH STA • PI •• STA 16+294 11�sum • �J �� N ■/t ME • � .s�aa ■■�i��r� � i�ieEi �.�>s- -�t:a/a� ■a■■� mat Iii � - • P M" it �.i■ o rm qk. 0 M I "■■ /ii : I No �■. ■■■i 4 F =on in =■■■sIO .VM■�2 �' iil♦ �■ �► �! NMrrstss* tssaira*nmirr.srrsa.�rs...w.rh� Ems A ■■ ■aa■ M■■■aa6 on ■t :i■a ■a■■ - "as u ■" I■.I■■■t , ■./ ■ ■■ ■■■ mow, 110PNIF • TYP . • • •. • .. • • • 9 7 • 1f _ z Z m o 0 7 i z rn!Z a No son a Y 91_ 000 PI ROWS AND P_L_ - - N CO = Z Uj .- W J „ Q Q STA l.� 17+92.86 �' W J Pl ROW J 43.5' LT = . ,. Y 1 (Al m W° STA 17 +23.86 ' STA C 3 +53.94 CYJ 43.5 LT MATCH LINE a- N 1. 12 M > 8 0 - TRANSVERSE CONTRACTION O OR CONSTRUCTION JOINT PER COR DETAIL A-01 (TYP) U O a_ I log Q W Q m 71 m. a - o 0 .- 9 C1:3 r i :M] 0 7 A J CITY OF RIGHT-OF-WAY STA "B .1 r r i • •D STREET ROW C 0 STA 15+76 i -ASPHALT CONCRETE PAVEMENT PATCH STA • PI •• STA 16+294 11�sum • �J �� N ■/t ME • � .s�aa ■■�i��r� � i�ieEi �.�>s- -�t:a/a� ■a■■� mat Iii � - • P M" it �.i■ o rm qk. 0 M I "■■ /ii : I No �■. ■■■i 4 F =on in =■■■sIO .VM■�2 �' iil♦ �■ �► �! NMrrstss* tssaira*nmirr.srrsa.�rs...w.rh� Ems A ■■ ■aa■ M■■■aa6 on ■t :i■a ■a■■ - "as u ■" I■.I■■■t , ■./ ■ ■■ ■■■ mow, 110PNIF • TYP . • • •. • .. • • • 9 7 • E 117+00 �I �j o aom�a■■■ o Og NP 15' . RNE111 AV NUE1 S (TYP) BURNETT CON TRUCTI N CL "B" LINE -- -- 18 00 iU-) 15' �— URNE ROW (TYP) RNW! orn0�i--�MICIMAKER 10 LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINT PER COR DETAIL A -01 (TYP) 1f _ z z m o 0 7 i z rn!Z n � No son i j.- 91_ 000 PI ROWS AND P_L_ - - N CO = Z Uj .- W + k 0 / + om' M Q Q STA l.� 17+92.86 �' W J Pl ROW '0 43.5' LT = . ,. Y 1 (Al m W° STA 17 +23.86 ' STA C 3 +53.94 43.5 LT MATCH LINE 107.44' RT 1. 12 - TRANSVERSE CONTRACTION OR CONSTRUCTION JOINT PER COR DETAIL A-01 (TYP) O I log m 71 m. a - o o .- 9 C1:3 r i E 117+00 �I �j o aom�a■■■ o Og NP 15' . RNE111 AV NUE1 S (TYP) BURNETT CON TRUCTI N CL "B" LINE -- -- 18 00 iU-) 15' �— URNE ROW (TYP) RNW! orn0�i--�MICIMAKER 10 LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINT PER COR DETAIL A -01 (TYP) R E mg 1M �I� a.� EVER!* x' ■■a. �•- sta ■ -: www�� MEMEN 1f _ z z o 0 7 i z rn!Z 0 No son i j.- 91_ 000 ONE to + k 0 / + om' M + Ch JI t0 '0 Q: MATCH LINE STA 3 +25 1. O I log 11 . ' 6 W .- r i R E mg 1M �I� a.� EVER!* x' ■■a. �•- sta ■ -: www�� MEMEN =.■ z o MEN rn!Z "C" LINE STA 3 +97.58 Ems son QO ONE O E N \x 1 / EMEM aim 0 s■ � 0 Q jo 14 z o "B" LINE STA 19 +00.34 = rn!Z "C" LINE STA 3 +97.58 . _ tU I U QO 1 H .- U) O STA 15 +60 TO STA 21+25 PLAN BURNETT AVENUE S RECONSTRUCTION NOT SCALE 1 " = 20' 1 CURB RAMP DESIGN A UNLESS SHOWN OTHERWISE, SEE COR PLAN NO. F -05.1. SEE 14 SEE SHEET C16 FOR LOCATIONS OF SIDEWALK FEATURES. SEE APPROPRIATE CURB RAMP SCHEDULE, SHEET C16 FOR LOCATION. DISCIPLINE PLANS FOR FEATURE DETAILS. SEE SHEET A1.1 FOR FEATURE SUMMARY. 2 CEMENT CONCRETE DRIVEWAY /ALLEY APPROACH, SEE COR DETAIL F -006. 15 PAVERS 3 MATCH EXISTING NEW PAVEMENT AS PER DETAIL 1 . USE 16 CONSTRUCT EXTRUDED CURB AND ASPHALT ISLAND TO MATCH EXISTING. EXISTING DOWELS FOR USE IN THE CONSTRUCTIO C15 JOIN T. - 3 17 RECONSTRUCT SIDEWALK AT TREE REMOVAL LOCATIONS. 4 CONSTRUCT ROLLED CURB PER DETAIL C13 ' 18 BUILDING TO BE DEMOLISHED BY OTHERS. CONTRACTOR TO COORDINATE BACK OF 5 JOINT PATTERN REFERENCE POINT. SEE SHEET C14 AND C14A FOR TYPICAL JOINT SIDEWALK LOCATION AND ELEVATION WITH DEVELOPER. LAYOUT PLAN. 19 COLORED CROSSWALK, SEE 5 6 MATCH NEW CEMENT CONCRETE SIDEWALK WITH EXISTING. W13) 7 CONSTRUCT NEW SIDEWALK TO EDGE OF DECORATIVE PAVEMENT. COLORED CROSSWALK WITH LIGHTING SYSTEM, SEE 5 AND 6 C 13 E4.1 8 TREE GRATE BL OCKOU T, SEE SHEET C16 FOR L OCA TION. 9 RECONSTRUCT NEW SIDEWALK TO FACE OF EXISTING BUILDING. 10 CEMENT CONCRETE SIDEWALK. SEE SHEET C14 AND C14A. 11 RECONSTRUCT NEW SIDEWALK TO DOORSTOP. 12 RECONSTRUCT NEW SIDEWALK TO FACE OF BRICK PLAN TER AND OPENING OF DOOR. 1 701 Comm arametrlx, Inc. T000ni Washington Job No.: 95000.00 Ref. North +�� '08402 -3207 (253) 383-8700 ITMI WASHINGTON OREGON (253) 3W-8728 fax Sumner Portland 1000 l,snoro St. Bremerton mend «s of Arohibsatun Suits 405 TEXAS Atoan� urban Design Seafts Washington Kirkland Houston All material appearing herein constitutes the �8i 21 -2720 © unpublished and original work of the Architect , , , , Interior Z �� and may not be dbpliCated, used, or disclosed d � 0 20 40 DMlgn 20d 223 --Zi4Z without the written consent of the Architect. (WO 622 -9482 faX Ito 2a 7/46 i 3 r ROIL ';1'91 L• i dr . ROW PI , ROW AND PL • . i ' • • 52.49' LT 20+93.3 • • 4• f--TRANSVERSE CONTRACTION OR 04 CONSTRUCTION JOINT PER • • • i i • ANGLE POINT - -- ■i: STA /45-5 3' LT 20+14.44 - air owe f dim ■■ IRENE NINE La '>laa�a ■M ri ■■ u ffu Qft WINN: � � w*a >5 • 20+0 a■!■I■S so 15% 6 Emu J P 9 TA Q mom It • ■.M . �*■• ss��wuaee�s •ee•�s��.u.s�sr�s��mr� •a�••Mw.�rs�• �r..rs•tmasors=pp.prrar•r.�ua• •s•s•M•w.s•� �'u � ■ �� ■�/■a■■�/a■■■�/a■■■Ia//�aa.■�a ■�■■�■I■aa�■�!■rra■■■■/. FV ■■ mOEM 0 ■ 0 ■■■ ■■■�i ■ . �� ■■■ 0 ■■■ c ■:I t ■■n - ■■i ■■■ ■■■ +c ■■ Mun■■► MIN ■ ■■■M M1_ ■� \ SEEN LONGITUDINAL CMTRACTI OR CONSTRUCTION JOINT PER O. • .. ..0 2' • • Lolz • ' • • .0 • Ln • . • f I z 0 . V) 2-INCH ASPHALT OVERLAY _.LEGEND ASPHALT CONCRETE PAVEMENT SEE SECTION SHEET C12 COLORED CONCRETE SEE SHEET A1.1 PAVERS T ?75609 DESIGNED rans Department P artment of T ortation — Transit Division B. PHILLIPS DRA: CHKD: SCALE: VS 1 "=20' -0° RENTON TRANSIT CENTER RECOM. CONTRACT: CITY OF RE co3o5�c NTON King County APPROVED PAVING AND RECONSTRUCTION PLAN 8 � a UA I t: 6 -6 -00 mi FI LE 23040720 DWG. NO, C6 SHT OF SCANNED NOV - 7 2003 0 N i a W Y U U) 0 J a a. a� 0 Q 0 a E °1N _C c C)) v a) n 0 4 � Z �v � Q 00 a Q Y < o CL _Lj a a u 01Z w ao > W Z F— U0 U �--� Z -w o� z� �Z Q< LL_ (D W a �CD W OU � p �Q Q w � I- W 1'! CD z> ct:�Q Q m n E °1N _C c C)) v a) n 0 4 a° z �v Liz (1) �C 00 a Q Y < U _Lj a a u 01Z is ao E °1N _C c C)) v a) n 0 4 R 0 Z �Lr) N N �C W w Z U M A11110mmo�"pp. e w f n • O t 4 • � r O 3 ao u � ,n STA 1 +20.11 (79.28' LT w i' 2 4 WID EE DETAIL > N co 4 Q ~ Q 00 C13 z o Z ` t N i "Id", 1w 0 Ito 0 + �-- V) N N t� _ CURB ' AND ~ LnI z r GUTTER 22+00 23+00 STA "B" — 21+23.14, �f00 I BURNETT AVE S S 2ND STREET ROW . N � ! o BUR ETT AVENUE S i RECONSTRUCTION NOTES STA 21+25 TO STA 22+25± .'LAN - BURNETT AVE S SCALE 1 " = 20' i .- + COMPLETE SIDEWALK AND LIGHTED CROSSWALK SYSTEM. SEE SHEET E1. 1 z I 1 � 1 I Q Z ' p 0 ._..I U I STA B1 ±' 107.44' T CURB RAMP DESIGN A UNLESS SHOWN OTHERWISE, SEE COR PLAN NO. F -05.1. SEE 14 SEE SHEET C16 FOR LOCATIONS OF SIDEWALK FEATURES. SEE APPROPRIATE 1 E CURB RAMP SCHEDULE, SHEET C16 FOR LOCATION. DISCIPLINE PLANS FOR FEATURE DETAILS. SEE SHEET A1.1 FOR FEATURE SUMMARY. 2 CEMENT CONCRETE DRIVEWAY /ALLEY APPROACH, SEE COR DETAIL F -006. 15 PAVERS 3 MATCH EXISTING NEW PAVEMENT AS PER DETAIL 4. USE 16 CONSTRUCT EXTRUDED CURB AND ASPHALT ISLAND TO MATCH EXISTING. EXISTING DOWELS FOR USE IN THE CONSTRUCTIO C15 JOINT. CY 17 RECONSTRUCT SIDEWALK AT TREE REMOVAL LOCATIONS. 4 CONSTRUCT ROLLED CURB PER DETAIL C13 18 BUILDING TO BE DEMOLISHED BY OTHERS. CONTRACTOR TO COORDINATE BACK OF 5 JOINT PATTERN REFERENCE POINT. SEE SHEET C14 AND C14A FOR TYPICAL JOINT SIDEWALK LOCATION AND ELEVATION WITH DEVELOPER. LAYOUT PLAN. 19 COLORED CROSSWALK, SEE 5 I 6MATCH NEW CEMENT CONCRETE SIDEWALK WITH EXISTING. C13 • 7 CONSTRUCT NEW SIDEWALK TO EDGE OF DECORATIVE PAVEMENT. 8 TREE GRATE BLOCKOUT, SEE SHEET C16 FOR LOCATION. 9 RECONSTRUCT NEW SIDEWALK TO FACE OF EXISTING BUILDING. 10 CEMENT CONCRETE SIDEWALK. SEE SHEET C14 AND C14A. 11 RECONSTRUCT NEW SIDEWALK TO DOORSTOP. 0 RECONSTRUCT NEW SIDEWALK TO FACE OF BRICK PLANTER AND OPENING OF DOOR. E `t�Pe- ps�f r narametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS KlrWand Houston Job No.: 95000.00 All material oppeorinq herein Constitutes the unpublished and originol work of the Architect and moy not be duplicoted, used, or disclosed w :thoul the written consent of the Architect. Ref. North IL 0' 10' 20' 40' MM rrritt +Rard'mi IM"11*10 Of Waft" Of IAmhRocts ROD L L �p1 !91 � At al esatuns Mal assign 1701 Commove Tacoma. Woshk*w 68402 -3207 283) 383 -8700 253) 383 -8728 tax 1000 St. Suft 40 Ssotus, Washington 98121 -2720 (206) 223 -2742 206 622 -6462 bx F P% 023 STA 1 +00 TO 3 +25 PLAN -CUT THROUGH 61111111 SCALE 1" = 20' DESIGNED B. PHILLIPS cc(# DRA: SCALE: VS 1 "=20' -0" RECOM. CONTRACT; fl^PyLottt C03057C King County APPROVED �1 0 L0 N + Q w Z_ J U LEGEND ASPHALT CONCRETE PAVEMENT SEE SECTION SHEET C12 COLORED CONCRETE SEE SHEET A1.1 PAVERS r- 6oA Department of Transportation — Transit Division RENTON TRANSIT CENTER CITY OF RENTON PAVING AND RECONSTRUCTION PLAN w 7-22 611 4 DATE: 6 -6--00 FI LE 23040721 DWG. N0. C7 60 SCANNED NOV • 7 2003 z a Q Y J a- O (A is ao > o a Q W Q 0 R 0 Z �Lr) N N �C W w Z U M A11110mmo�"pp. e w f n • O t 4 • � r O 3 ao u � ,n STA 1 +20.11 (79.28' LT w i' 2 4 WID EE DETAIL > N co 4 Q ~ Q 00 C13 z o Z ` t N i "Id", 1w 0 Ito 0 + �-- V) N N t� _ CURB ' AND ~ LnI z r GUTTER 22+00 23+00 STA "B" — 21+23.14, �f00 I BURNETT AVE S S 2ND STREET ROW . N � ! o BUR ETT AVENUE S i RECONSTRUCTION NOTES STA 21+25 TO STA 22+25± .'LAN - BURNETT AVE S SCALE 1 " = 20' i .- + COMPLETE SIDEWALK AND LIGHTED CROSSWALK SYSTEM. SEE SHEET E1. 1 z I 1 � 1 I Q Z ' p 0 ._..I U I STA B1 ±' 107.44' T CURB RAMP DESIGN A UNLESS SHOWN OTHERWISE, SEE COR PLAN NO. F -05.1. SEE 14 SEE SHEET C16 FOR LOCATIONS OF SIDEWALK FEATURES. SEE APPROPRIATE 1 E CURB RAMP SCHEDULE, SHEET C16 FOR LOCATION. DISCIPLINE PLANS FOR FEATURE DETAILS. SEE SHEET A1.1 FOR FEATURE SUMMARY. 2 CEMENT CONCRETE DRIVEWAY /ALLEY APPROACH, SEE COR DETAIL F -006. 15 PAVERS 3 MATCH EXISTING NEW PAVEMENT AS PER DETAIL 4. USE 16 CONSTRUCT EXTRUDED CURB AND ASPHALT ISLAND TO MATCH EXISTING. EXISTING DOWELS FOR USE IN THE CONSTRUCTIO C15 JOINT. CY 17 RECONSTRUCT SIDEWALK AT TREE REMOVAL LOCATIONS. 4 CONSTRUCT ROLLED CURB PER DETAIL C13 18 BUILDING TO BE DEMOLISHED BY OTHERS. CONTRACTOR TO COORDINATE BACK OF 5 JOINT PATTERN REFERENCE POINT. SEE SHEET C14 AND C14A FOR TYPICAL JOINT SIDEWALK LOCATION AND ELEVATION WITH DEVELOPER. LAYOUT PLAN. 19 COLORED CROSSWALK, SEE 5 I 6MATCH NEW CEMENT CONCRETE SIDEWALK WITH EXISTING. C13 • 7 CONSTRUCT NEW SIDEWALK TO EDGE OF DECORATIVE PAVEMENT. 8 TREE GRATE BLOCKOUT, SEE SHEET C16 FOR LOCATION. 9 RECONSTRUCT NEW SIDEWALK TO FACE OF EXISTING BUILDING. 10 CEMENT CONCRETE SIDEWALK. SEE SHEET C14 AND C14A. 11 RECONSTRUCT NEW SIDEWALK TO DOORSTOP. 0 RECONSTRUCT NEW SIDEWALK TO FACE OF BRICK PLANTER AND OPENING OF DOOR. E `t�Pe- ps�f r narametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS KlrWand Houston Job No.: 95000.00 All material oppeorinq herein Constitutes the unpublished and originol work of the Architect and moy not be duplicoted, used, or disclosed w :thoul the written consent of the Architect. Ref. North IL 0' 10' 20' 40' MM rrritt +Rard'mi IM"11*10 Of Waft" Of IAmhRocts ROD L L �p1 !91 � At al esatuns Mal assign 1701 Commove Tacoma. Woshk*w 68402 -3207 283) 383 -8700 253) 383 -8728 tax 1000 St. Suft 40 Ssotus, Washington 98121 -2720 (206) 223 -2742 206 622 -6462 bx F P% 023 STA 1 +00 TO 3 +25 PLAN -CUT THROUGH 61111111 SCALE 1" = 20' DESIGNED B. PHILLIPS cc(# DRA: SCALE: VS 1 "=20' -0" RECOM. CONTRACT; fl^PyLottt C03057C King County APPROVED �1 0 L0 N + Q w Z_ J U LEGEND ASPHALT CONCRETE PAVEMENT SEE SECTION SHEET C12 COLORED CONCRETE SEE SHEET A1.1 PAVERS r- 6oA Department of Transportation — Transit Division RENTON TRANSIT CENTER CITY OF RENTON PAVING AND RECONSTRUCTION PLAN w 7-22 611 4 DATE: 6 -6--00 FI LE 23040721 DWG. N0. C7 60 SCANNED NOV • 7 2003 n 0 s 0 r y a N it W W d U in O J a 0 N Q 0 0 J a x 5 n r g r 0 Is O QD _ t F i 9 21 LF S=0.3%(MIN) 12 DIA CPEP CB 35 TYPE 1 12" WATER STA 13x+94-57, 72.57 LT t I co CB 33 TYPE 1 2 ER r 6 ___... �.; STA 13 +94.57, 72.57' LT SERVICE BY A RIM .Y ,, 4 o OTHERS t .,� ' 97 LF' S =0.3 M!N ---- RIM 35.70 ( 30 LF S= .37(MIN) --- DIA 8„ oiA DI A 8„ of BADE BREAK AT - - - -___ P OF STAIRS Rk 7 7a w FY M N Y L'L r __ G 52 5 LF MATCH EX j CB 34, TYPE 1 Z Z i C,n STA 10 +7 .64, 70.22 LT - � SLOPE AND PIPE SIZE ' f STA 12 +97.29, 72.57 LT w w �-- _ rte,.. 3-3 = _ - _- - - - -- _ ss ;__ �. Z IE- - - -. EX- - M H - -- _1E TB D BY CONTRACTOR w C� �-- °;. ;; 20 o STA 10 +82.69, 44.86 LT 29 LF S=0.3% (MIN) Of - ( ) Q I c.� _ 8 DIA DI Of C) a , 9 IE -MATCH EX 1 ? T YP w z- 43 57 EX MH Q L r f 37 LF S=0.3%(MIN) 42 STA 12 +89.69, 44.27 LT z F---' �-. 58 r 2) 8 DIA CPEP 44 x x RIM 37.4± rJ W F-- IE =MATCH EX Z , o 22 51 - - -- ___- - - - wit C Of F- 30 - �--- ` 23 W 1� 't ` r0 +00 _ C 24 11 +00 26 01 ::D ✓ .� STA „ B„ _ 10 +00 � _'! W 25 �I� � i r\ 1• 1- 1 • \\ � 00 • 62 90 105) w 47 • ` 4 e STATION REPLACE SOLID COVER WITH GRATE.'- � A ,, { r=-, � �,, 31 27 � 12 , GRADE CURB- AND =� ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 ROAD TO DRAIN ' TO \,MH. Q B 37, TYPE 1 ' I i. i }- oe o Q .; nv LIJ -53.60 RIM 37.37 a 21 109 F- 37.27 i ROW �INE i 1 NOTE '. 22 Y 95 k I N FL GB HP _ 97� -- -! J a 37.37 ! ' 2. BLANK ELEVATIONS SHALL ATCH EXISTING. 24 k GRADE `r M _ 0V BREAK 25 10 +89.75 SS 37.24 PCI, FL _ A 11+40.00 -9.12 37.58 a cn 10 +71.45 68.43 0 Pip FL LP 28 Cfl 89.53 37.71 + 29 10811 LO i 107 !- \ +., BURNETT AVE S CB 32 TYPE 1 _ 39 C7 C� J BURNETT AVE S S 4TH STREQ ! STA j0 +78.14, 10.49' LT BURNETT REPLACE EX 8" SD 90 LF S 3RD STREET ' < W ;; 102 LF S =0.3� MIN i AVENUE S I ( 8 LF S =MATCH EX: 8 TRENCH DRAIN ROW : R01�( w ; � RIM 7.2 0 - ), , IA P x ! t 00 ` TYP I 14 -- `t �� ' 33 34 c 35 1 54 55 7 EX CB 93 94 )11 _ - - - - z - - - - -- - -- - - -- . w l[ O -� 7 _ -_ SS 1 Y' - 'Y o °-� �� , L-fl-i I C �r 3 -- 2 � - r! w 6 i 53 _ IE -35.2 U - t - ' _ � _ - - - - - - I 91 �- - / 8 LF W UG U&0 GP - { UGP 2 y � t PV C I t UG" EX MH 1; STA 10 +62.� RT F = % 12 CB 38 TYPE 1 n 35 L S 0.3 o(MIN) - - I E I, RIM 37.15\ �� g" DIA, CPEP STA 11 +64.27, 38.45 RT ��' , - - - -� i \ I ! IE =35.4± �,;� _ RIM 37.54 13 +25.09;T RIM \ f'" i = \ I �� !� B II EX IE =MiAT H � I MATCH EXIST 4. n IE ' MATCH EX C12 -- VATCH C EX W STATION REPLACE SOLID COVER WITH GRATE.'- � A ,, { r=-, � �,, 31 27 � 12 , GRADE CURB- AND =� ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 ROAD TO DRAIN ' TO \,MH. Q B 37, TYPE 1 ' I i. i }- oe o Q i ! cn M STA 10 +71.73, 71.37RT <i ° -53.60 RIM 37.37 a 21 29 28 I E =35.5 Al Ro N 37.27 i ROW �INE i 1 NOTE '. 22 Y 11+56.62 37.54 FL GB HP ' 1. ALL COW POINTS ARE OW NNE ELEVATIONS. J a 37.37 ! ' 2. BLANK ELEVATIONS SHALL ATCH EXISTING. W 0 Z 1 7P0 t � "B -LINE" T /GRADI POINT # STATION Z ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 - 103.58 35.78 � Q 20 10 +59.30 -53.60 36.90 a 21 10 +59.75 -38.22 37.27 PCj FL 22 Y 11+56.62 37.54 FL GB HP 23 J _27.02 17.59 37.37 FL 24 10 +78.48 -11.32 0V GB LP FL 25 10 +89.75 - -9.12 37.24 PCI, FL 26 11+40.00 -9.12 37.58 a cn 10 +71.45 68.43 37.37 Pip FL LP 28 10+60.42 89.53 37.71 QQ 29 10 +55.07 89.47 37.72 PC FL 30 .10 +52.29 83.84 1 37.65 PCI FL 31 10 +51.80 76.16 37.59 PCt FL 32 10 +63.30 42.67 37.24 PC FLI LP 33 10 +71.93 35.95 37.40 PC, FL 34 11+15.94 32.30 37.88 GB HP FL 35 11+59.95 28.64 37.61 PCs FL a 11+63.34 31.62 37.59 PC FL 37 11+63.34 39.20 37.54 PI FL 38 11+69.44 Q -26.30 MATCH 39 11+90.00 0.21 w Pit FL 40 12 +02.02 0.22 38.28 PC FL 41 12 +27.03 -24.81 37.33 PCs- FL Q 12 +24.03 -29.31 -2.46 PC FL 43 0 -29.31 0.29 PC # FL 44 112+19.62 1 -26.31 0.26 PC FL 45 112+19.-62--l- 12+ 19.62 -13.31 m 0 Z 1 7P0 t � "B -LINE" T /GRADI POINT # STATION OFFSET ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 - 103.58 35.78 � 1 FL - EX 20 10 +59.30 -53.60 36.90 FL 21 10 +59.75 -38.22 37.27 PCj FL 22 10 +62.30 11+56.62 37.54 FL GB HP 23 10 +68.86 _27.02 17.59 37.37 FL 24 10 +78.48 -11.32 37.20 GB LP FL 25 10 +89.75 - -9.12 37.24 PCI, FL 26 11+40.00 -9.12 37.58 Pt FL 27 10 +71.45 68.43 37.37 Pip FL LP 28 10+60.42 89.53 37.71 PC FL 29 10 +55.07 89.47 37.72 PC FL 30 .10 +52.29 83.84 1 37.65 PCI FL 31 10 +51.80 76.16 37.59 PCt FL 32 10 +63.30 42.67 37.24 PC FLI LP 33 10 +71.93 35.95 37.40 PC, FL 34 11+15.94 32.30 37.88 GB HP FL 35 11+59.95 28.64 37.61 PCs FL 36 11+63.34 31.62 37.59 PC FL 37 11+63.34 39.20 37.54 PI FL 38 11+69.44 39.20 -26.30 MATCH 39 11+90.00 0.21 38.36 Pit FL 40 12 +02.02 0.22 38.28 PC FL 41 12 +27.03 -24.81 37.33 PCs- FL 42 12 +24.03 -29.31 -2.46 PC FL 43 12 +22.62 -29.31 0.29 PC # FL 44 112+19.62 1 -26.31 0.26 PC FL 45 112+19.-62--l- 12+ 19.62 -13.31 - -24.71 1 PI FL Ei ONNECT TO EX PIPE: 0 IN 1\� l ; GRADE BREAK ATD ° 6 EDGE QF TREE GRATE + GRADE BREAK AT U-) EDGE OF TREE GRATE BEGIN TRENCH DRAIN r ` -GRADE BREAK AT \ f Q _ t STA ,14 +34 f EDGE OF TREE GRATE � � j ! i 40. i RT , i I � I t STA 10+00 TO STA 15+60 PLAN - BURNETT AVENUE S SCALE 1 " = 20' POINT # STATION OFFSET ELEVATION DESCRIPTION 46 12+10.62 -13.31 36.72 PI FL 47 12+10.62 -9.31 253) 383 -6728 fox PI FL 48 11+56.62 -9.31 TM Amerloon Urban assign PI FL 49 11+56.62 13.31 36.60 PI FL 50 11+04.31 _ 13.31 36.30 MATCH, FL 51 10 +93.62 -13.31 3 7.6 5 PI FL 52 10 +93.62 -73.31 35.70 PI FL 53 12 +90.34 39.27 36.13 PI FL MATCH 54 12 +90.34 28.27 36.85 PI MATCH 55 13 +24.14 28.28 38.63 PI MATCH 56 13 +24.14 39.28 38.41 PI MATCH 57 12 +52.03 -29.30 38.38 PI 58 12 +61.77 -29.30 38.29 PI 59 12 +61.77 -13.30 37.87 PI 60 12 +70.77 - -13.30 37.78 PI 61 12 +70.77 -9.30 37.78 PI 62 13 +69.77 -9.30 37.87 PI 63 13 +69.77 -13.30 38.41 PI 64 13 +78.77 -13.30 37.93 PI 65 13 +78.77 -26.30 37.96 PI 66 13 +81.77 -29.30 37.98 PC 67 13 +87.24 -29.30 38.07 PC 68 13 +90.24 -26.15 37.84 PC 69 13 +67.17 -2.46 38.78 PC 70 13 +31.19 0.29 36.61 PC 71 12 +77.02 0.26 38.35 PC 72 12 +52.04 - -24.71 1 37.41 ji PC Parametrix, Inc. Job No.: 95000.00 WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houltan All material appearing herein constitutes the unpublished and original work of the Architect and may not be dupiicoted, used, or disclosed without the written consent of the Architect. POINT # STATION OFFSET ELEVATION DESCRIPTION 73 13 +85.62 -73.31 36.72 PI MATCH 74 13 +85.62 -53.31 253) 383 -6728 fox PI 75 13 +93.63 -53.31 TM Amerloon Urban assign PI 76 13 +93.63 -73.31 36.60 PI 77 14+13-63 -73.31 36.30 PI 78 14+13.63 -56.81 PI 79 14 +23.18 -56.81 PI 80 14 +23.18 -73.31 36.13 PI FL 81 14 +95.18 -73.31 36.85 PI FL 82 14+95.18 -14.31 38.63 Pip FL 83 14 +50.18 -14.31 38.41 PI FL 84 14 +50.18 -17.31 38.38 PI FL 85 14 +32.18 -17.31 38.29 PI FL 86 14 +32.18 -29.81 37.87 PC FL 87 14 +29.18 -32.81 37.78 PC FL 88 14+18.85 -32.81 37.78 PC FL 89 14 +15.92 -29.15 37.87 PCj FL 90 14 +40.30 -9.64 38.41 PC FL 91 14+16.38 39.33 37.93 MATCH 92 14 +24.42 38.79 37.96 PI FL 93 14 +34.87 28.81 37.98 PC FL 94 14 +69.43 30.36 38.07 PI FL 95 15 +29.22 -73.81 38.07 GB 96 14 +95.68 -13.81 39.13 TC GB 97 14-+ -95.68 -73.81 37.35 TC, GB 98 10 +68.50 -37.48 37.93 GB 99 10 +66.51 -163.841 36.45 GB { STA 15+17, 40.1' RT END TRENCH DRAIN ; 1 PEGIN 6" PVC !GRADING AND UTILITY NOTES. POINT # STATION OFFSET ELEVATION DESCRIPTION 1 CONTRACTOR TO VERIFY INVERT ELEVATION. 103 14 +97.02 -9.62 38.63 GB HP FL 2 CONNECT EXISTING 6" DRAINS TO NEW CATCH BASIN. 104 14 +95.66 30.38 38.50 FLt HP 105 15+12.06 -9.62 38.33 PC 3 REMOVE FIRE HYDRANT, CLOSE VALVE AND ADD PLUG (MJ) AT 106 15 +24.54 -12.95 38.18 FL VALVE. 107 15 +33.69 -22.07 38.02 FL 108 15 +37.07 -34.54 37.87 FL 4 4" PVC DRAIN TO CB FOR EXISTING ROOF DOWNSPOUT. 109 15 +37.23 -88.24 37.02 FL EX 110 15+14.15 30.39 38.30 PC FL HP 5 INSTALL DRAIN PIPE THROUGH SIDEWALK AND CURB. CONNECT 111 15 +23.73 32.30 38.27 FL TO EXISTING DOWNSPOUT. SEE COR DETAIL B005. 112 15 +31.85 37.75 38.25 FL 113 15 +37.26 45.89 38.22 FL 6 BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 114 15 +39.13 55.48 38.19 PT FL, LP 115 15 +39.25 61.14 38.20 FL EX 7 RAISE SIDEWALK ABOVE EXISTING GRADE AT FACE OF BUILDING. 282 12+19.72 -7.11- 37.81 FL SEE BACK OF SIDEWALK GRADING POINTS. 283 12 +59.36 -7.06 37.88 FL 284 13 +83.18 -9.95 38.31 FL g PAVEMENT APPROACH THICKNESS SHALL BE 6 ". BACK OF 285 14 +24.69 L -15.12 38.14 FL SIDEWALK ELEVATIONS SHALL MATCH EXISTING. c_ CURVE DATA 10 INSTALL 24 "x6" TAPPING TEE (MJxFL), FIRE HYDRANT ASSEMBLY, PER COR DETAIL B102. LOCATE HYDRANT 18" BEHIND FACE OF CURVE RADIUS DELTA TANGENT LENGTH CURB. C16 30.00' 88' 16' 40 29.1 1 ' 46.22' C17 10.00' 66018'25" 6.53' 11.57' 11 ALL RADIUS NOT LABELED ARE 3 FEET TYPICAL. C18 25.00 1 90"05'34" 25.04 39.31 C19 25.00 89054'2(54r- 9'54 26 24.96 39.23 )2 CONNECT ROOF DRAIN TO NEW 8" DIA CPEP. C20 25.00' 82'47'29" 22.04' 36.12' C21 25.00 77018--'-54" 2-0. 007 33.74 )3 LIGHTED CROSSWALK SYSTEM. SEE SHEET E1.1 C22 25.00 89'50 38 24.93 39.20 C23 25.00 11 90° 1 1 19" 25.08 39.35' rda 1701 Cornrne m Tacoma, Washington Ref. North +�� 502 3363 -8700 DRA: VS C KD: SCALE: 1 N= 20' -0p, / 253) 383 -6728 fox CONTRACT: wlsrr►bsrls of IV+ohibotun 1 000 Lenora 9t» Suits 405�,�, C03057C TM Amerloon Urban assign Saattla, Washington rnstnute a PlarNang 0' 10' 20' 40P Interior Oesign 06121-2720 (206) 223 -2742 206 622 -9442 fox rda I -w z J Z U Department of Transportation - Transit Division UH IG: I- 6 -6 -00 LE RENTON TRANSIT CENTER 213 0 40 7 1 6 CITY OF RENTON owc. No. GRADING AND UTILITIES PLAN sHr C8 OF �P6or SCANNFn NOV - 71003 A 4 DESIGNED B. PHILLIPS -- �. I1 DRA: VS C KD: SCALE: 1 N= 20' -0p, / RECOM. CONTRACT: King County C03057C APPEOVEOL I -w z J Z U Department of Transportation - Transit Division UH IG: I- 6 -6 -00 LE RENTON TRANSIT CENTER 213 0 40 7 1 6 CITY OF RENTON owc. No. GRADING AND UTILITIES PLAN sHr C8 OF �P6or SCANNFn NOV - 71003 A 4 i. 3 a° Z o� Li N �C z ._ 0 f Q Y �Q CN U z Li w a. O cin C6 15.00 11707"48" 24.54 Q > M ii 2-r07'47w o 7.10 C8 30.00 84' 15140" 27.14 44.12 C9 30.00 89'5517 29.96 47.08 a_ 15.00 90'35 11 15.15 23.72 C11 C. 41-23"59- 5.67 10.84 C.012 15.00 Q 34.20 PC 125 15 +81.11 28.73 z FL � t < I FL 127 Qf O 21.36 37.96 $ �-- LL z 37.91 z� 129 0 26.00 O U z Lv 130 ee z 38.38 z 131 16 +50.00 -26.00 38.18 GB, HP 132 16 +50.00 -3.00 W a FL 133 � 3.00 38.52 W 134 U Uj 26.00 z GB, FL 135 16+81.00 3.00 38.83 FL. M J 4 N 0 a I 0 W d 0 J CL W x h h N N 0 Y E E Arm a� x:4 T O _ N � W ZkA a° Z o� Li N �C 00 ._ 0 f Q Y �Q C5 U z Li w a. O cin C6 15.00 11707"48" 24.54 om E E Arm a� x:4 T O _ N � W ZkA 0 w Ce Z p a IF OWN- ASM DA TA LLj JO (n in P, it ts in �- r CURVE RADIUS Z TANGENT LENGTH C4 15.00 a Q Y 32.02 C5 15-00" 32''.7 22 J a O cin C6 15.00 11707"48" 24.54 om > 15.00 2-r07'47w o 7.10 C8 30.00 84' 15140" 27.14 44.12 C9 30.00 89'5517 29.96 47.08 a_ 15.00 90'35 11 15.15 23.72 C11 C. 41-23"59- 5.67 10.84 C.012 15.00 Q 34.20 PC 125 15 +81.11 28.73 W FL 126 15 +86.68 23.28 38.00 FL 127 15 +94.47 21.36 37.96 FL Q 16 +02.04 23.68 37.91 GB, LP, FL 129 0 0 w Ce Z p a IF OWN- ASM DA TA LLj JO (n in P, it ts in �- r CURVE RADIUS DELTA TANGENT LENGTH C4 15.00 12717"32w 27.22 32.02 C5 15-00" 32''.7 22 4.34 8.45 C6 15.00 11707"48" 24.54 30.66 C7 15.00 2-r07'47w 3.62 7.10 C8 30.00 84' 15140" 27.14 44.12 C9 30.00 89'5517 29.96 47.08 C10 15.00 90'35 11 15.15 23.72 C11 15.00 41-23"59- 5.67 10.84 C.012 15.00 130'37 42 32-63Y 34.20 `•J 'q* co + 0 Ln Q- ,Q r �, ` I Ire) MATCH LINE STA 3 +25 j --d ; - i + �_ NEW ^., PS EE SHEET CO LO ` �' o 3 C 114 w 159 153 ♦ n !' S �3 11 fi --- 257 256 W 160 - ; ROW LINE �► I IT 0 L0 _. ._ ' •� 121 1 T. - _.S..y •��_ -LiV - !- �JI .._V� +- _ JV ! ''VV •V JT -. + {f T- - _ - - _ :R! 1\ 122} 0 139 0 4 8 n .� CB / #1 CB4 CB - _Z ; x c (n e i3) BURNETT CONSTRUCTION 150 151 -_ 162- - / 24r 'c1• l t� » � _ � M4 t 1A -- i� #--- -� ��'' -- ----,� - - - - -- -----g E1i�t€ 158 � c 163 006 'SEE PROFILE 1 _ e�-;�1� -�� _ _ _ _ _ - )49 _ -� ss z_� ►,tea -- -- ss !` \ 1 S� aLT•20 __ _ - 4!�TRO____ �c _ _ lat=C SS- _- _ __ - - ---f -�{ _ I SEE PROFILE 3, C1 1 120 , js +oo 130 132 137 140 1 7 +00 18 +00 155 1 .-y o - 1 fi5 ' 130 S 1630'48" W '� 133 135 BURN AVENUES 14' 146, 156 �� - - - 157 U C4 N � _�-��- -- - - 43 - _ C B- 8 SD � 0 C5 CB 2 g SEE PROFILE 2 C 1 1 147 r_ "B" LINE STA 19 +OQ_3 t-i --- df: Y , _D LO N + ( o -SP T �P Jr COKC. 176 1 BASE j7 31 0 or ��,�•� �r -- ----CB -13 _ 168 171 174 X64 C B # 10 cotv�.l - _- ----- ss 4 1 -- - - -- - -- ss - 144 _ # - - - � - _ ,.0 " - LINE STA 3+97.58 -- - - - - - -- - 5 X129 136 13 142 C B 9 o 126 Cg #3 CB #6 \-AURNETT ROW Q s' S- C.I. 6~ C.I. W Vi w �12 ■ 28 ri - -�ca - - �c -- UGP :� UUCP- - cp -,_ - - = - - -� � UGP -, STA 18+63 EE 127 ROW LINE �` ELT -39.88 STA "B" - h 5+60.12, 1 B U R N ETT AVE S f 'r S 3RD STREET, STA 16 +81 r +II ROW EL =39.24 C D 11• • 'n C12 C12 Q _ '� N 'I' 6 (/?I ILO �; \ El ,I STA 15 +60 TO STA 21 +25 11 'PLAN - BURNETT AVENUE S No. - Ll N ALIGNIVIEN T RA IN P INT J-' , SCALE 1 = 20 POINT # STATION OFFSET ELEVATION DESCRIPTION 116 15 +81.14 -49.95 37.44 FL, VATCH 117 15 +81.14 -37.70 37.57 PC 118 15 +83.06 -30.36 37.70 FL 119 15 +88.32 -24.90 37.83 FL 120 15 +95.58 -22.71 37.96 GB, HP 121 16 +02.98 -24,35 37.91 PRC 122 16 +09.82 -26.00 37.86 PT, LP 123 15 +79.02 62.05 38.24 FL (EX) 124 15 +79.02 36.36 38.09 PC 125 15 +81.11 28.73 38.05 FL 126 15 +86.68 23.28 38.00 FL 127 15 +94.47 21.36 37.96 FL 128 16 +02.04 23.68 37.91 GB, LP, FL 129 16+10.05 26.00 37.86 GB, LP, PT 130 16+11.00 0.00 38.38 AC 131 16 +50.00 -26.00 38.18 GB, HP 132 16 +50.00 -3.00 38.52 FL 133 16 +50.00 3.00 38.52 FL 134 16 +50.00 26.00 38.16 GB, FL 135 16+81.00 3.00 38.83 FL. Parametrix, Inc. POINT # STATION OFFSET ELEVATION DESCRIPTION 136 16 +81.00 26.00 38.35 GB, FL, HP 137 17 +07.00 3.00 38.51 FL 138 17 +07.00 26.00 38.16 FL, GB 139 17 +47.00 -26.00 37.26 FL, LP 140 17 +47.00 -3.00 37.72 FL 141 17 +47.00 3.00 38.15 FL 142 17 +47.00 26.00 37.80 GB, LP, FL 143 17 +86.00 3.00 38.47 FL 144 17 +86.00 26.00 38.12 GB, HP, FL 145 18 +08.00 -26.00 37.86 GB, HP, FL 146 18 +08.00 -3.00 38.28 FL 147 18 +36.00 3.00 38.02 FL 148 18 +36.00 26.00 37.68 GB, LP, FL 149 18 +43.75 -26.00 37.57 PC, GB, LP, FL 150 18 +54.53 -28.00 37.69 FL 151 18 +63.87 -33.75 37.81 GB, HP, FL 152 18 +70.52 -42.47 37.66 PT, FL 153 18 +73.60 -53.00 37.51 PT, FL 154 19 +28.91 25.76 38.35 GB, FL, HP WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. POINT # STATION OFFSET ELEVATION DESCRIPTION 155 18 +46.94 -3.00 38.08 PC 156 18 +46.94 3.00 38.16 PC, FL 157 19 +00.36 0.00 38.64 INT CL'S 158 19 +00.32 -25.99 38.38 CURB LINE EXT CL 159 19 +24.28 -55.96 37.70 1 PC, FL 160 19 +25.94 -46.15 37.80 CB, LP, FL 161 19 +30.28 -38.00 37.90 FL 162 19 +36.90 -31.55 38.00 FL 163 19+45.16 -27.42 38.08 FL 164 19 +54.28 -26.00 38.15 GB, HP, PT, FL 165 19+49.45 0.00 38.54 FL 166 19 +76.00 3.00 38.39 FL 167 19 +76.00 26.00 38.00 GB, LP, FL 168 19 +85.00 -26.00 37.92 FL, LP 169 19 +85.00 -3.00 38.35 FL 170 20 +35.85 -0.00 38.85 FL 171 20 +47.00 -26.00 38.42 GB, HP, FL 172 20 +45.81 26.00 38.42 GB, HP, FL 173 20 +59.30 26.00 38.32 FL Ref. North 0' 10' 20 40' T IVlerritt+- Pardni menom of Pw Amsrloan Inewite Of ArChReats AVh Urban Design interior Design 1701 Commence Tacoma, Washington •8402 -3207 2) 253 383 -8700 53 383 -8728 tax 1000 Lamm SIL Suits 40S sent9812tN -2 � ingto n 204 223 -2742 204) 422 -9442 tax FR W W w 167 172 173 181 ; C1 ; CB #12 s•c: CB #15 I ^ W w w w { C C12 s j i \ C POINT # STATION OFFSET ELEVATION DESCRIPTION W_ 20 +63.22 -26.00 I �-- 175 20 +73.14 LAJ ; 178 PRC, FL, LP ,ort� SS SS C1 38.27 GB, HP, FL b 20 +89.14 -19.79 \ C1 { 169 $ SEE Z0 +00 F N + ' C 1 t W f 170 189 (n (P 38.08 ' ' 180 ; •, 1 , 20 +98.42 -59.99 t L0 21 +23.14, m -' ._ F9 •' i + 179 -' I �-- 1 N 167 172 173 181 ; C1 ; CB #12 s•c: CB #15 I ^ W w w w { C C12 s j i \ C POINT # STATION OFFSET ELEVATION DESCRIPTION W_ 20 +63.22 -26.00 I �-- 175 20 +73.14 -22.25 ; 178 PRC, FL, LP ,ort� SS SS C1 38.27 GB, HP, FL SEE PROFILE 4, C1 i� 20 +89.14 -19.79 \ C1 FL 169 $ SEE Z0 +00 PROFILE 5, C 1 y OE: \ t ` _ 177?- - W 179 170 189 1 38.08 PT, FL , 20 +98.42 -59.99 37.88 STA "S" - 21 +23.14, m -' _ 166 .._:�?; I B U R N ETT AVE S 1" SD STA 20+32.85 0 RT 1 1 ROW I ` I '`-' " 18 U 3' RADIUS NOT USED 183 20 +88.23 27.16 38.04 FL 184 20 +93.11 30.45 167 172 173 181 ; C1 ; CB #12 s•c: CB #15 I ^ W w w w { C C12 s j i \ C POINT # STATION OFFSET ELEVATION DESCRIPTION 174 20 +63.22 -26.00 38.27 PC, FL 175 20 +73.14 -22.25 38.18 PRC, FL, LP 176 20 +80.78 -18.67 38.27 GB, HP, FL 177 20 +89.14 -19.79 38.21 FL 178 20 +95.58 -25.24 38.14 FL 179 20 +98.06 -33.30 38.08 PT, FL 180 20 +98.42 -59.99 37.88 FL (EX) 181 20 +82.45 26.00 38.00 PC, GB, LP, FL 182 11 ALL RADIUS NOT LABELED ARE 3 FEET TYPICAL. NOT USED 183 20 +88.23 27.16 38.04 FL 184 20 +93.11 30.45 38.08 FL 185 20 +96.36 35.37 38.10 FL 186 20 +97.45 41.15 38.16 PT 187 20 +97.33 53.00 38.28 FL (EX) 188 21+00.66 -0.00 38.40 MATCH EX 189 20 +76.02 -0.00 38.76 AC 256 13 +45.28 -43.50 38.43 GB 257 18 +07.32 - -43.44 38.71 GB 262 18 +41.75 -26.00 37.53 GB, LP, FL Y� u J GRADING AND UTILITY NOTES . 1 CONTRACTOR TO VERIFY INVERT ELEVATION. DESIGNED 2 CONNECT EXISTING 6" DRAINS TO NEW CATCH BASIN. B. PHILLIPS 3 -- �. (MJ) AT DRA: HKD` VS $,W SCALE: 1 "-20' -.0" 4 RECOM. CONTRACT: King County �ewt - C03057C APPRDVED . �I BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. u J GRADING AND UTILITY NOTES . 1 CONTRACTOR TO VERIFY INVERT ELEVATION. 2 CONNECT EXISTING 6" DRAINS TO NEW CATCH BASIN. 3 REMOVE FIRE HYDRANT, CLOSE VALVE AND ADD PLUG (MJ) AT VALVE. 4 4" PVC DRAIN TO CB FOR EXISTING ROOF DOWNSPOUT. 5 INSTALL DRAIN PIPE THROUGH SIDEWALK AND CURB. CONNECT TO EXISTING DOWNSPOUT. SEE COR DETAIL B005. 6 BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 7 RAISE SIDEWALK ABOVE EXISTING GRADE AT FACE OF BUILDING. SEE BACK OF SIDEWALK GRADING POINTS. 8 NOT USED 9 PAVEMENT APPROACH THICKNESS SHALL BE 6 ". BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 1D INSTALL 24 "x6" TAPPING TEE (MJxFL), FIRE HYDRANT ASSEMBLY, PER COR DETAIL B102. LOCATE HYDRANT 18" BEHIND FACE OF CURB. 11 ALL RADIUS NOT LABELED ARE 3 FEET TYPICAL. 12 CONNECT ROOF DRAIN TO NEW 8" DIA CPEP. 13 LIGHTED CROSSWALK SYSTEM. SEE SHEET E1.1. Department of Transportation - Transit Division RENTON TRANSIT CENTER CITY OF RENTON GRADING AND UTILITIES PLAN UH I t: 6 -6-•00 FILE 23040717 DWG. N0. C9 SHT SCANNED NOV - 72003 Z z N } W a a rn W W U N 0 J a N V O Q 0 J a W x W 0 0 :DE �E �C Iva = J -j g -J a0 z fy ° Q � LL- �._ o of f-- Q 0 Z Lj C L101 (✓ IL C 15.00 CE ° q: Q J r) Enna 89055"15m 34.95 wz C14 W 00 37.77F 60.54 C15 12 -50' 116 0003'18- 71.09' 34.92' _ _ - - 1+55-13 z .� TR=-- BURNETT AVE S Q E.L. 1+41.05 f � O w� ', 1+39.99 o 36.20 z >- z Q F- 0 w & z Q z W � � 202 Q -91.31 f�, r SPOT EL 203 z CD 35.88 CL, GB 204 2 +00.08 -91.32 37.29 SPOT EL M 2 +28.78 :DE �E �C Iva = J -j g -J a0 z fy ° Q � LL- �._ o of f-- Q C9 - Lj 3 cl (✓ IL C 15.00 CE ° q: Q J :DE �E �C Iva = J -j g -J 0 Ln ail RADIUS z TANGEN T O C8 30.00 V) Q N C9 O :. Lo a- Z + N� 15.00 N q: Q J Y Enna 89055"15m 34.95 54.931- 4, 93 C14 40.00 86'4314 37.77F 60.54 C15 12 -50' 116 0003'18- 71.09' 34.92' _ _ - - 1+55-13 U- (A TR=-- BURNETT AVE S W 1+41.05 f m > ', 1+39.99 o 36.20 z Z Y vU -61.50 36.82 & 201 1+55.17 -51.31 35.97 GB, LP 202 1+55.31 -91.31 36.77 SPOT EL 203 1+55.00 0.00 35.88 CL, GB 204 2 +00.08 -91.32 37.29 SPOT EL 205 2 +28.78 a. 36.72 FL 206 2 +39.49 -67.31 37.33 GB 207 2 +39.49 -57.50 37.42 Q 208 2 +39.49 -46.81 37.11 GB w 2 +50.05 -46.81 37.17 FL 1210 2 +50.05 -51.31 1 37.07 FL, LP a 0 0 Ln ail Zo Q CURVE :DATA CURVE RADIUS W TANGEN T O C8 30.00 84'15 40 27.14 N C9 O :. Lo _1 Z + N� 15.00 N q: Q 10.84' C13 Enna 89055"15m Zo Q CURVE :DATA CURVE RADIUS DEL TA TANGEN T LENG T!-I C8 30.00 84'15 40 27.14 44.12 C9 30.00 89'5517 29.96 47.08 C11 15.00 41 '23 59 5.6 7 10.84' C13 35.00 89055"15m 34.95 54.931- 4, 93 C14 40.00 86'4314 37.77F 60.54 C15 12 -50' 116 0003'18- 71.09' 34.92' PLAN - BURNETT AVE S - SCALE 1 " = 20' NO. "C" -LINE" POINT # STATION x. U-) L0 C1 1+23.41 -00.59 36.20 PC 192 �-- -46.11 36.00 FL 193 � . =•v' 35.80 QM N 1+49.53 ^ FL 195 1+64.38 268 I- 266 - , � �--- 196 22+00 -46.81 36.07 _ _ _ - - 1+55-13 -39.50 36.21 TR=-- BURNETT AVE S W 1+41.05 f 36.27 Z ', 1+39.99 - - - -- _ SS 36.20 P1, FL 200 24" DAL -61.50 36.82 GB 201 1+55.17 -51.31 35.97 GB, LP 202 PLAN - BURNETT AVE S - SCALE 1 " = 20' NO. "C" -LINE" POINT # STATION IOPFSET ELEVATION DESCRIPTION 191 1+23.41 -00.59 36.20 PC 192 1+27.48 -46.11 36.00 FL 193 1+36.62 -34.15 35.80 FL 194 1+49.53 -26.42 1 35.60 FL 195 1+64.38 - 24.00 35.40 PT, LP, FL 196 1 +55.16 -46.81 36.07 GB, LP 197 1+55-13 -39.50 36.21 GB, HP 198 1+41.05 -39.50 36.27 GB, HP 199 1+39.99 -46.80 36.20 P1, FL 200 1+29.70 -61.50 36.82 GB 201 1+55.17 -51.31 35.97 GB, LP 202 1+55.31 -91.31 36.77 SPOT EL 203 1+55.00 0.00 35.88 CL, GB 204 2 +00.08 -91.32 37.29 SPOT EL 205 2 +28.78 -51.31 36.72 FL 206 2 +39.49 -67.31 37.33 GB 207 2 +39.49 -57.50 37.42 GB, HP 208 2 +39.49 -46.81 37.11 GB 209 2 +50.05 -46.81 37.17 FL 1210 2 +50.05 -51.31 1 37.07 FL, LP Z I TiQe- fed -1711 narametrIx, Inc. 4 1 -ti LO !!••7` • s STA 1+30.13 L r--.,- - - 93-03' LT I ' R / STA " B"-- 19 +93 -20, 44.66 LT = STA "C " -3 +53.129 97.76' LT 59 5 --;- 8 \-LlMffS OF PROJECT •_.:_ k• .� a OFFSET ELEVATION DESCRIPTION 211 2 +50.10 -91.33 r SPOT EL 212 3 +00.10 � 38.04 SPOT EL 213 2 +96.33 -51.31 37.64 FL 214 2 +96.32 -46.81 37.74 FL 215 1+40.49 39.50 `f - GB, H P 216 1+54.82 53.00 35.94 F 217 o - -91.35 38.49 PI, FL 218 3 +43.29 rr 38.50 FL 219 3 +38.48 -67.31 38.42 FL 220 7 -51.31 38.40 FL 221 3 +42.79 -66.81 39.00 TC 222 3 +38.98 -66.81 38.82 y J 2 4 *j: ) 99 18 Z 198 x 210 14 2 0 F 54 y o -_ k ` 6 207 CB #26 CB #2 . o • v i t .. ! r I 201 5.5' 13 0 { • 191 of # 0 x 209 CB #29 P s o c6 #23 CB #25 c6 #27 279 223 6 I_- 4 ; ° c ° 1, ° Q O r ° C t a �� f . � 275 i t 1 a 196 225 Lx j CB #24 . I z ; 197 1 5 208 SEE PROFILE 7, C 1 258 a = i 9 ;; : i 19 GRADE BREAK CB 19 C9 l o F ?,,� - el /St-E PROFILE 6 C 1 1 �--, ! t 194 i I -W: E` , CUT THROUGH CONSTRUCTION W I „C„ LINE CB 18 Z ' i ' I t I'll J �+1 s I ;e R 203 2 +00 3 +00 + i i I _ i► I _�. = f � i , Q �-3+ 7.58 Xj It IZ �•! I N 88 33 50 W,r SEE PROFILE 8, C1 1 STA 13 +37.94 I �� C,7 ' �- SEE PROFILE 9, C1 1 'Q ' � � - +-_- ____f_ --- SEE PROFILE, C 1 1 x ! I, I ,n I . LOGAN AVE S ,- 231 + I o - I z CB # 17 I ' 0 r, r STA 1 +00.00 I Cl CB 16 260 ROW LINE i i + CUT THROUGH j, ; :so , , I Ut W -� 238 = Z =�� , , a r � 3 hO�� 1 } 215 237 ° 249 ° ! C8 ( ~- �-- \ GRADE BREAK ' ! 1 -! C B 30 243 CB #22 247 254 255 �, ,�, ,. i", 227 D� 191F z_ z it -�, 236 279 244 280 281 TRENCH DRAIN I � i '' tt r i Q 0 3 � ; �� x: I i I � i I C; 05 .�. X N 88'32'49" W , 224.09' x 5.50 248 ' 3 i z 278 5.5 245 �-' 252 ► 11 I E �; i I : Z I1 3 1 } 0 232 CB # 21 X53 SEE PROFILE 10, C1 241 I i I ° v 242 250 251 i ; r !' 5'1_ 5 = CD_ - I I! l b I r °y:� i c `' , � � ! lX i J V X � i 8 s t L_ 18 LF E - o ► ° -j 0. s STA 1 +29.85, TRENCH DRAIN `;' 3 - # i Lrr i , l - N - a� Iz -`r` 1 107.44 RT i ili -8.0 � ° LIMITS OF PROJECT imp I I o l i rl i 35' `� �s ® N 88 °33'SrJ" W 224.09' 249 I' I , ° i 11t / / X ! I /��l - % • - -J / :t, - T D 234 233 239 240 "B"'-17+92.86, i:z STA i s ! � I , ; ;c , POINT # STATION OFFSET ELEVATION DESCRIPTION 211 2 +50.10 -91.33 37.87 SPOT EL 212 3 +00.10 -91.34 38.04 SPOT EL 213 2 +96.33 -51.31 37.64 FL 214 2 +96.32 -46.81 37.74 FL 215 1+40.49 39.50 36.41 GB, H P 216 1+54.82 53.00 35.94 NOT USED 217 3 +43.29 - -91.35 38.49 PI, FL 218 3 +43.29 -67.31 38.50 FL 219 3 +38.48 -67.31 38.42 FL 220 3 +38.48 -51.31 38.40 FL 221 3 +42.79 -66.81 39.00 TC 222 3 +38.98 -66.81 38.82 TC 223 3 +38.98 -47.34 38.70 TC 224 3 +46.52 -46.81 38.90 FL 225 3 +41.66 -39.50 38.51 GB 226 1 +19.92 58.95 35.62 PC, MATCH EX 227 1+22.60 45.57 35.68 FL 228 1+25.83 39.53 35.75 GB, HP, FL 229 1+30.19 34.23 35.68 FL F230-- 1 +41.54 26.66 35.54 FL WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. STA 1 tUU I U STA A 5-x-97.5$ `��-'�' �' I c12 � STA "C " -3 +53.94, GRADING AND UTILITY NOTES PLAN -CUT THROUGH 107.44' R. SCALE 1 " = 20' � CONTRACTOR TO VERIFY INVERT ELEVATION. POINT # STATION OFFSET ELEVATION DESCRIPTION 231 1+54.92 24.00 35.40 PT, GB, LP 232 1+29.19 59.50 36.32 GB 233 1+54.64 107.10 37.00 GB 234 1 +37.35 107.16 36.06 MATCH EX 235 1 +19.85 107.22 35.40 MATCH EX 236 1+54.82 53.00 35.94 GB, LP, FL 237 1+54-84 47.50 36.04 GB, FL 238 1+54.87 39.50 36.21 GB, HP 239 1+99.87 106.94 37.52 SPOT EL 240 2 +39.50 106.79 38.22 MATCH FF EL 241 2 +39.50 69.00 37.30 GB 242 2 +39.50 61.50 37.45 GB, HP 243 2 +39.49 47.50 37.08 GB 244 2 +28.84 52.83 36.69 FL 245 2 +49.94 53.02 37.04 GB, LP, FL 246 2 +50.05 47.50 37.14 FL 247 2 +99.96 39.50 37.88 GB, HP 248 2 +99.94 53.02 37.74 GB, FL 249 2 +99.88 106.58 38.67 SPOT EL 250 3 +18.14 76.42 38.25 SPOT EL Ref. North 0' 10' 20' 40' t A 'I �Vlerr6tt +Pardini The Anwilmn �►�� Urban Design Inhwilor Design 1701 corr,"I Tacoma, Washington 98402 -3207 253 383 -8700 253; 383 -8728 fax s � 405 sti Sea 2ct -2720 �� 206) 223 -2742 208) 622 -9462 lox _'..a.�.xue�xta. ttlBPSkcC -�... POINT # STATION OFFSET ELEVATION DESCRIPTION 251 3 +40.84 76.59 38.30 SPOT EL 252 3 +40.84 58.60 38.27 GB, LP 253 3 +28.71 55.35 38.35 FF EL 254 3 +23.05 39.50 38.21 SPOT EL 255 3 +36.05 39.50 38.47 GB, HP 258 3 +00.04 -39.50 37.88 GB, HP 259 3 +43.29 -91.60 38.99 TC 260 3+18.15 24.00 37.39 PI 261 1+20.14 -99.04 36.43 PI, MATCH EX FL 266 1 +53.74 -5.16 - PC, FL 267 ?1+51.12 -61.01 - PC, FL 268 2 +07.45 -0.87 - MATCH EX 274 1+40.48 -67.31 36.00 P1, FL 275 1+83.80 -51.31 CURB, FL CURB, FL 276 2 +89.30 -51.31 277 3 +38.48 -86.35 CURB, FL 278 1+40.49 53.00 CURB, FL 279 1+80.84 53.00 CURB, FL 280 2 +70.80 - 53.02 CURB, FL ' 1 13+11 .59 53.02 CURB, FL 33789 r o DESIGNED B. PHILLIPS DRA: K \ VS RECOM. King County APPBQVED • Y1 2 CONNECT EXISTING 6" DRAINS TO NEW CATCH BASIN. 3 REMOVE FIRE HYDRANT, CLOSE VALVE AND ADD PLUG (MJ) AT VALVE. 4 4" PVC DRAIN TO CB FOR EXISTING ROOF DOWNSPOUT. 5 INSTALL DRAIN PIPE THROUGH SIDEWALK AND CURB. CONNECT TO EXISTING DOWNSPOUT. SEE COR DETAIL B005. 6 BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 7 RAISE SIDEWALK ABOVE EXISTING GRADE AT FACE OF' BUILDING. SEE BACK OF SIDEWALK GRADING POINTS. g PAVEMENT APPROACH THICKNESS SHALL BE 6 ". BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 10 INSTALL 24 "x6" TAPPING TEE (MJxFL), FIRE HYDRANT ASSEMBLY, PER COR DETAIL B102. LOCATE HYDRANT 18" BEHIND FACE OF CURB. 1 J ALL RADIUS NOT LABELED ARE 3 FEET TYPICAL. 12 CONNECT ROOF DRAIN TO NEW 8" DIA CPEP. 13 LIGHTED CROSSWALK SYSTEM. SEE SHEET E1.1. Department of Transportation - Transit Division SCALE: 1 ° =20' -0° RENTON TRANSIT CENTER coNTR,ocr: C03057C CITY OF RENTON GRADING AND UTILITIES PLAN I• 7-- 2115 cr f� FILE 23040718 DWG. N0, C10 01 SCANNED NOV . 7 2003 r~ Y M Y Lai a N 1 J a J a 0 0 I m 0 0 LAI J C. x 3' z w W Q J ■U z Li Z f-- 0 >-- 'S Z t� F— �`� O Z 0of LLJ �o vv cn C C4 i i C1! i M / - W) `i �rr ` I �p N N'C7 a 4 N �m tV vo �� +N ��z^ j}�ta ■' V 140 ^ 40 4—?C W � ' W W W W UttO Q W P 8 40 EXISTING., GRADE r �FINI!SR GRA_,DE- �- 38 • 36 34 32 13 L 1 S =2.00% i= PROFILE 1 CI 1� Gip }}. N a0 El— ++ ,'t �� F 38 34 32 I-= PROFILE 2 � I s{ F i w- 30 F- on v N t1 i '"14 on a.}.�, or• i 40 + tOA• If ll ilA N QM UivyCr WW �W PROFILE 2 � I s{ F i 36 34 Ll - _:--_- --� r } i 32 -- ---- -- 3 OR PROFILE 3 Fu—_ 18 LF i 1 g ! IM eAll m M 1 1 IV — r Z+O WIO } opin USN F--� so NZ , FnC>40 W am suJ (.7tVf W W 89 89crw r- EXISTING nNISH I M GRADE I _ d i GRADE 38 I � 0 36 S.2.00y 1 - - 2 -0070 12" DIA O! per „ pl ' 12 i I i tt • ' , j ' I V • , 32 006 1 I 1 1 r , F 1 - PROFILE '4 all 38 36 34 w- 30 F- 5 O CO G ADE on N IF- N i 40 AD W, ow LA- sAD "W 0 tV rq O ilA N r''1 Inv- ) +TIN ! � -Mf K�Z i�'� 0) 40 tpN co N�-'') � di ti --�'�� XW pyOW) M I II II ' l --` `� - �W 40 1 IA CPEP t --- M It �trW �p (jdf V &Ui W Ito U I'fQW 1 WMI�W EXISTING t GRAD E -- I j I I �,� -- FINISH i ttpAnF 36 34 Ll - _:--_- --� r } i 32 -- ---- -- 3 OR PROFILE 3 Fu—_ 18 LF i 1 g ! IM eAll m M 1 1 IV — r Z+O WIO } opin USN F--� so NZ , FnC>40 W am suJ (.7tVf W W 89 89crw r- EXISTING nNISH I M GRADE I _ d i GRADE 38 I � 0 36 S.2.00y 1 - - 2 -0070 12" DIA O! per „ pl ' 12 i I i tt • ' , j ' I V • , 32 006 1 I 1 1 r , F 1 - PROFILE '4 all 38 36 34 32 -}--- I -- t*C K - N p _ 1 _LF- IS= 1.97% I i 12" DIA DI # I PROFILE 5 E--� 4 HORIZ: 1 =20 HORIZ: 1x-20* HORIZ: 1"=20' HORIZ: 1 " =20' w VERT.• l"-21 VER T.- 1 " =2' VERT: 18#-2-4 VERT: 1## 2# E--4 W C _E CN M c E ' N HORIZ: 1 " =20' VER T: 1 " =2' •E , 0') 1 � 1 1 STA: 3 +71.50 I ELEV: 38.38 • j � � c vim', rn 4"(D oo ` N + I I I ' j� N V r A -N C J' m�Q II 4 + i o N a 4L tsi - _ �B Zy -- - - -- - i— -__ _ —_ r-- ---;- i _ i i N LLJ N I I �-- - -- o o �_ ~ in r'N 1I J�1 # X {{ — — - - -- i -}' r 1 Q- — 06 w� l� w a� ! 1 - - -- J I ± ao o i �`°`° +i in ; zw ; ��w (5(nrW t GRADE t FINISH . ,,� _�1� I ll n �rnN �ILOg04 °° + , , i + > cn >1 cn t GRADE .� — - I 1 ± Lq �i ,�-j+ co �i o� + iri N '�$ - }! -H- - - r - - ;-- ----i' - -- �- - x-- I -- -�--- I� II NIA If I� II �Ij Xid�wwI II II' I = I _ —I —�1 i { i i ? t]❑F`r -� ¢� s wlr� — W' I 1 1, E _--� I { ( i i U(AIx W m()i1'W UI�WU_j i i i I # 1.15 I — J CN II - - of V) z I + I 142 LF ! ! " ' I JI--- �,� _ -.. __ -- { - -- - -- - - - -- -� - - -- - - -�{- -- — - -- -- — - a m 1 =0.50 i I i I i I .50� % c S -0 ! I , MY - -- - - f - - — '— DIA 12 CPEP I I 12" DIA CPEP � CL f ► I I I 30 t -f - _- -_._ -_ -- �- --- 10 LF tW- S X0.50% 12 DIA CPEP ' �-- 28 _____________._. -�_� -____ __ _i_ _.__..------ -_ -.__ _______ _�.___._____ �__. ____._ -- -. -' ____ -- _______. _�.__ ! ► � 1 I I I � � I , z 1+20 1+60 2 +00 2 +40 2 +80 3 +20 3 +60 4 +00 Ul W CUT—THROUGH C& PROFILE Cr TPo- ai -?!r6 r , v- - -_. ..— __- ,�_._�. -_.._. „ �„-:., _._,.,_..:..A•_..__.___- _.. -..r _. _...._.- .,,,, —. --w. .. - -... —. _... —.� �_� -per... __.. r,.. _ .. _._. _._ -_ S 4 r-f �A" fir'`' i — IE♦ ri ` N i �- _ © « I►o r'' w' 'Y 40 1 T i Ln v f alsnN o- NISH r W K GRADE- G —' I F- w- 30 F- 5 O CO G ADE t N IF- N co .- AD Li N w!JW a' rn "W 0 tV rq O ilA N r''1 t - UFO "Z U 40 r- '10� ±�ih OM� ±� a.Or, W CL z z adr''�... Uj °'''IMO I ti I s =o.5b% i I II II ' l --` `� - �AMW'fy�t� r�f�l7tj 1 IA CPEP t --- M It �trW �p (jdf V &Ui W Ito U I'fQW 1 WMI�W 32 -}--- I -- t*C K - N p _ 1 _LF- IS= 1.97% I i 12" DIA DI # I PROFILE 5 E--� 4 HORIZ: 1 =20 HORIZ: 1x-20* HORIZ: 1"=20' HORIZ: 1 " =20' w VERT.• l"-21 VER T.- 1 " =2' VERT: 18#-2-4 VERT: 1## 2# E--4 W C _E CN M c E ' N HORIZ: 1 " =20' VER T: 1 " =2' •E , 0') 1 � 1 1 STA: 3 +71.50 I ELEV: 38.38 • j � � c vim', rn 4"(D oo ` N + I I I ' j� N V r A -N C J' m�Q II 4 + i o N a 4L tsi - _ �B Zy -- - - -- - i— -__ _ —_ r-- ---;- i _ i i N LLJ N I I �-- - -- o o �_ ~ in r'N 1I J�1 # X {{ — — - - -- i -}' r 1 Q- — 06 w� l� w a� ! 1 - - -- J I ± ao o i �`°`° +i in ; zw ; ��w (5(nrW t GRADE t FINISH . ,,� _�1� I ll n �rnN �ILOg04 °° + , , i + > cn >1 cn t GRADE .� — - I 1 ± Lq �i ,�-j+ co �i o� + iri N '�$ - }! -H- - - r - - ;-- ----i' - -- �- - x-- I -- -�--- I� II NIA If I� II �Ij Xid�wwI II II' I = I _ —I —�1 i { i i ? t]❑F`r -� ¢� s wlr� — W' I 1 1, E _--� I { ( i i U(AIx W m()i1'W UI�WU_j i i i I # 1.15 I — J CN II - - of V) z I + I 142 LF ! ! 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I , MY - -- - - f - - — '— DIA 12 CPEP I I 12" DIA CPEP � CL f ► I I I 30 t -f - _- -_._ -_ -- �- --- 10 LF tW- S X0.50% 12 DIA CPEP ' �-- 28 _____________._. -�_� -____ __ _i_ _.__..------ -_ -.__ _______ _�.___._____ �__. ____._ -- -. -' ____ -- _______. _�.__ ! ► � 1 I I I � � I , z 1+20 1+60 2 +00 2 +40 2 +80 3 +20 3 +60 4 +00 Ul W CUT—THROUGH C& PROFILE Cr TPo- ai -?!r6 r , v- - -_. ..— __- ,�_._�. -_.._. „ �„-:., _._,.,_..:..A•_..__.___- _.. -..r _. _...._.- .,,,, —. --w. .. - -... —. _... —.� �_� -per... __.. r,.. _ .. _._. _._ -_ S 4 r-f �A" fir'`' i — IE♦ ri ` N i �- _ © « I►o r'' w' 'Y 40 1 T i Ln v f alsnN o- NISH r W K GRADE- G —' I F- I CC 30 F- 10 I1 O sI11YC3__ Cr x GRADE CO G ADE t N IF- N co .- !ice f -'krn Li N w!JW a' rn fW!,* a ao WIC a r` � I°' -► mo d ono. �!U') �r� � o r- '10� ±�ih OM� ±� r jl ±%`�i� Z Il II I ti I s =o.5b% i I II II Uj��W (mjif! �W m�afw ---- FINISH I EXISTING i I I i qRADE I GRADE I 1 I 36-- - - -i•- -- i I 34 25 LF 1 48 LF 4 LF S =O. X07 I I 1 t 1 S�=0 «50* I I S =0.50 32 - 2" CIA i CPEP 12" ;DIA CO EP 1 2" DIA CPE jW U. I L I � i St =0.50 1-4 _ S *0.50% 12" DIA CPEP ! I 12" PIA CF11EP HORI Z: 1 " =20' VER T: 1 " =2' 1701 ca,Wr,.s 's ' Parametrix, Inc. Job No.: 95000.00 Ref. North 58402- -3207 noon + ft1dni 2S3 383 -8700 WASHINGTON OREGON �253J 3e3 —a728 tax Sumner Portland Ie,',br, o N'ohtaun w M S. Bremerton TEXAS The Arned on Urban Design SoatW. Washk*w Kirkland Houston All material appearing heron constitutes the �� nw�..,. unpublished and original work of the Architect , , , , � N121 -2720 and may net be duplicated, used, or disclosed 1 (� 20 40 Aroh%x:e Inbrbr Design 20e 223 -2742 without the written consent of the Architect. (M) M -9012 tax PROFILE S HORIZ: 1 " =20' VER T.1 " =2' FR 02� PROFILE 6 HORIZ: 1 " =20' VER T.- 1 " =2' 1 40 -; -- 40 + N , -_ + t0 N m'rx Q ARE la II IE- w , m I- w U(n�_ Ultnr_ , 38 - _-�--- 38 FINISH PROFILE 9 HORIZ: 1 " =20' VER T.• 1 " =2' 36 341 32 1 i i i I PROFILE 7 HORIZ: 1"--20 V VER T: 1 " =2' I CC 30 I Q.I�t a-io C ' 16 sto 00 I.1-900 "I' M!Q 7 sI11YC3__ Cr x GRADE % G ADE ax) I } I I I! so ^ �-W. a,°• . 0© V n �, g4 r) i�ey E � � a EA !1 Uj i F c 38 I � I ti I s =o.5b% i F 36 I . '— -�i ---- 1 IA CPEP t --- t 34 -• I j I I 32 It S =0.50% I 12" DIA SD i I PROFILE 7 HORIZ: 1"--20 V VER T: 1 " =2' I CC 30 I Q.I�t a-io C ' 16 sto 00 I.1-900 "I' M!Q 7 sI11YC3__ Cr x GRADE % G ADE � 4 1 i I PROFILE 7 HORIZ: 1"--20 V VER T: 1 " =2' PROFILE 10 HORIZ: 1 " =20' VER T: 1 " =2' DESIGNED Department of Transportation -• Transit Division DATE: B. PHILLIPS P P 6- -6--00 - DRA: CHKD: SCALE: FILE i KB D�14 H:1"=20', V:1"-2' RENTON TRANSIT CENTER 23040725 RECOM. CONTRACT: DWG. NO. CITY OF RENTON co3o57c C11 King County APPRSQVED ROADWAY AND DRAINAGE PROFILES SHT of SCANNED NOV • 7 2003 I CC lqt to I 1 I Q.I�t a-io C ' 16 sto 00 I.1-900 "I' M!Q II I Q Ili M � + 1 w 0 V) MUlV) sI11YC3__ Cr x GRADE G ADE I } I I I! 1 i 1 "DIA CPEP I ti I s =o.5b% i E i I . '— -�i ---- 1 IA CPEP t --- i t I j I I PROFILE 10 HORIZ: 1 " =20' VER T: 1 " =2' DESIGNED Department of Transportation -• Transit Division DATE: B. PHILLIPS P P 6- -6--00 - DRA: CHKD: SCALE: FILE i KB D�14 H:1"=20', V:1"-2' RENTON TRANSIT CENTER 23040725 RECOM. CONTRACT: DWG. NO. CITY OF RENTON co3o57c C11 King County APPRSQVED ROADWAY AND DRAINAGE PROFILES SHT of SCANNED NOV • 7 2003 .04N jr MD , I 9 . 0 I� E0 _ 3 -� tai 0 J a 0 m 0 0 J X X h h 0 h a l N 8� a° Y o� Z ` -E 00 N » 8 PLUG 3E Q 00 U w C) + m� +, � U I`l C U � ° v a� Li Cn W z g;i mgggg." l < ., n O 1 �-- L� m Z�- J a n • O L'j E�-- Q a ~ Z ,Ci W o! � d a w �z z a Of a a tai 0 J a 0 m 0 0 J X X h h 0 h a l N 8� 0 V) ,e pe) A ---- REMOVE EXISTING 4" GATE VALVE I AND INSTALL 4 PLUG AT TEE I ` ABANDON 4" WATER I ® s MAIN IN PLACE �► STA 16 +67 � r 24"X10" TAPPING TEE ' (MJXFL) /CONC. BLOCK ` r'e 10" GATE VALVE (FLXMJ) T NJ 0 ; «Q >R W t cfl ' + { alb a n NEW 1 1/2" DOMESTIC METER FOR REST ROOMS STA 3 +44 (76' IRRIGATION VALVE BOX STA 3 +30 (80' RT) SEE SHEET L2.2 - NEW 1" LANDSCAPE IRRIGATION METER STA 3 +44 (80' RT) 4 ABANDON - SEWER SERVICE . -ROW LINE f T W 24' DI w w w w - W w �W w 107OW TRO ' V SS YE SRO SS MER 55 MEMO + SS IR s �s +oo 60f LF -10 DI PIP oo 00 -BURN ETT AVE UE S i -#--" ss SS � I -- STA 18 +45 (36.5' LT) RELOCATE EXISTING HYDRANT 8 90' BEND (MJxFL) /cONc BLOCK 36 LF 6" DI PIPE SHACKLE ALL FITTINGS TO VALVE 1- 6"X8" REDUCER (MJXFL) 1- 8" GATE VALVE (FLXMJ) MATCHLINE STA 3 +25 NEW 19 PSC + :F I �► A N s x ' SS -- ; SS SS 55 SS SS SS SIS -W o o w ` w w 6' C.I. w W. w C w 6 w -- _ s 1 1 f + �-� q � 1 i ROW LINE`�cp, �c ! r °� i EX SSMH _ (ABANDON) CUT & CAP EX. 6" WATER FOR TEMPORARY STA 18 +43.58, 24.97' RT SERVICE RIM 39.05 t RECONNECT EXISTING WATER SERVICE FL = 33.55 CONNECT NEW 6" SERVICE TO 361 LF 8" PVC EXISTING FIRE SPRINKLER METER S= 0.004 1- 10 "x6" REDUCER (MJ) �--- ±535 L.F. -10" D. 1. WATER INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 /WITH POLY WRAP PER RENTON STANDARD DETAIL B100 C 4' MINIMUM COVER w w TRO NEW SSMH 54" \f STA 16 +343 20' RT RIM 38.11 8" IE OUT = 34.29 6" IE IN = 34.34 EX SSMH (ARAN DON STA 16 +06 77 25 14' RT REMOVE EXISTING a° Y o� L� z ` -E 00 N » 8 PLUG 3E Q FIRE HYDRANT ASSEMBLY (36.5' RT) U W .a w aj�_ + m� +, �E I`l C U ° v a� co� A C f s- i : g;i mgggg." l N L EXISTING SIDE SEWERS 1 N = J a n • 2�4 F !(W��J W 0 V) ,e pe) A ---- REMOVE EXISTING 4" GATE VALVE I AND INSTALL 4 PLUG AT TEE I ` ABANDON 4" WATER I ® s MAIN IN PLACE �► STA 16 +67 � r 24"X10" TAPPING TEE ' (MJXFL) /CONC. BLOCK ` r'e 10" GATE VALVE (FLXMJ) T NJ 0 ; «Q >R W t cfl ' + { alb a n NEW 1 1/2" DOMESTIC METER FOR REST ROOMS STA 3 +44 (76' IRRIGATION VALVE BOX STA 3 +30 (80' RT) SEE SHEET L2.2 - NEW 1" LANDSCAPE IRRIGATION METER STA 3 +44 (80' RT) 4 ABANDON - SEWER SERVICE . -ROW LINE f T W 24' DI w w w w - W w �W w 107OW TRO ' V SS YE SRO SS MER 55 MEMO + SS IR s �s +oo 60f LF -10 DI PIP oo 00 -BURN ETT AVE UE S i -#--" ss SS � I -- STA 18 +45 (36.5' LT) RELOCATE EXISTING HYDRANT 8 90' BEND (MJxFL) /cONc BLOCK 36 LF 6" DI PIPE SHACKLE ALL FITTINGS TO VALVE 1- 6"X8" REDUCER (MJXFL) 1- 8" GATE VALVE (FLXMJ) MATCHLINE STA 3 +25 NEW 19 PSC + :F I �► A N s x ' SS -- ; SS SS 55 SS SS SS SIS -W o o w ` w w 6' C.I. w W. w C w 6 w -- _ s 1 1 f + �-� q � 1 i ROW LINE`�cp, �c ! r °� i EX SSMH _ (ABANDON) CUT & CAP EX. 6" WATER FOR TEMPORARY STA 18 +43.58, 24.97' RT SERVICE RIM 39.05 t RECONNECT EXISTING WATER SERVICE FL = 33.55 CONNECT NEW 6" SERVICE TO 361 LF 8" PVC EXISTING FIRE SPRINKLER METER S= 0.004 1- 10 "x6" REDUCER (MJ) �--- ±535 L.F. -10" D. 1. WATER INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 /WITH POLY WRAP PER RENTON STANDARD DETAIL B100 C 4' MINIMUM COVER w w TRO NEW SSMH 54" \f STA 16 +343 20' RT RIM 38.11 8" IE OUT = 34.29 6" IE IN = 34.34 EX SSMH (ARAN DON STA 16 +06 77 25 14' RT REMOVE EXISTING 54" Y VALVE AND INSTALL BLOCK RIM EL 38.7 N » 8 PLUG (FLXMJ) FIRE HYDRANT ASSEMBLY (36.5' RT) IE OUT = 34.38 MAIN IN PLACE (BY CITY) + J +, I`l co� a o REPLACE AND RECONNECT L EXISTING SIDE SEWERS 1 6M a Q w a c� m 0 V) ,e pe) A ---- REMOVE EXISTING 4" GATE VALVE I AND INSTALL 4 PLUG AT TEE I ` ABANDON 4" WATER I ® s MAIN IN PLACE �► STA 16 +67 � r 24"X10" TAPPING TEE ' (MJXFL) /CONC. BLOCK ` r'e 10" GATE VALVE (FLXMJ) T NJ 0 ; «Q >R W t cfl ' + { alb a n NEW 1 1/2" DOMESTIC METER FOR REST ROOMS STA 3 +44 (76' IRRIGATION VALVE BOX STA 3 +30 (80' RT) SEE SHEET L2.2 - NEW 1" LANDSCAPE IRRIGATION METER STA 3 +44 (80' RT) 4 ABANDON - SEWER SERVICE . -ROW LINE f T W 24' DI w w w w - W w �W w 107OW TRO ' V SS YE SRO SS MER 55 MEMO + SS IR s �s +oo 60f LF -10 DI PIP oo 00 -BURN ETT AVE UE S i -#--" ss SS � I -- STA 18 +45 (36.5' LT) RELOCATE EXISTING HYDRANT 8 90' BEND (MJxFL) /cONc BLOCK 36 LF 6" DI PIPE SHACKLE ALL FITTINGS TO VALVE 1- 6"X8" REDUCER (MJXFL) 1- 8" GATE VALVE (FLXMJ) MATCHLINE STA 3 +25 NEW 19 PSC + :F I �► A N s x ' SS -- ; SS SS 55 SS SS SS SIS -W o o w ` w w 6' C.I. w W. w C w 6 w -- _ s 1 1 f + �-� q � 1 i ROW LINE`�cp, �c ! r °� i EX SSMH _ (ABANDON) CUT & CAP EX. 6" WATER FOR TEMPORARY STA 18 +43.58, 24.97' RT SERVICE RIM 39.05 t RECONNECT EXISTING WATER SERVICE FL = 33.55 CONNECT NEW 6" SERVICE TO 361 LF 8" PVC EXISTING FIRE SPRINKLER METER S= 0.004 1- 10 "x6" REDUCER (MJ) �--- ±535 L.F. -10" D. 1. WATER INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 /WITH POLY WRAP PER RENTON STANDARD DETAIL B100 C 4' MINIMUM COVER w w TRO NEW SSMH 54" \f STA 16 +343 20' RT RIM 38.11 8" IE OUT = 34.29 6" IE IN = 34.34 EX SSMH (ARAN DON STA 16 +06 77 25 14' RT REMOVE EXISTING 54" `' ' VALVE AND INSTALL BLOCK RIM EL 38.7 (FLxMJ ) » 8 PLUG (FLXMJ) FIRE HYDRANT ASSEMBLY (36.5' RT) IE OUT = 34.38 MAIN IN PLACE (BY CITY) + +, I`l co� REPLACE AND RECONNECT EXISTING SIDE SEWERS 1 PA LIMIT TRENCH BACKFILL 6' -0" FOR 8" MAIN LINES A �L 1' -0" 6 Z -!cO* • M P� 1 -10 90' BEND (MJ) 1 -6" 90° BEND (MJ) POTHOLE EX. UTILITIES TO VERIFY ACCEPTABLE LOCATION W G ABANDON 4" WATER EX SSMH Z MAIN IN PLACE STA 21 +24.24, 25 RT I W� CONNECT NEW 8" PVC Z " -- 24 " x 12" TO EX MH, IE S =32.27 Cq _ 3 TAPPING TEE RIM 38.77 � (MJxFL) CONC. IE 12" N - 32.02 W BLOCK 12" GATED IE 12" E = 32.02 '. 40 ti VALVE (FLxMJ) IE 8" S = 32.27 m ' sAa°'r ii Ul I tr F` INSTALL 4" PLUG i. c Vic. r: AT TEES 12 d 4 � • 1A M ' y IT 107 ME7RO ' SS W. SS SS wEjRO - SS SS 60f LF -8" DI PIPE I -70 LF -12 DI PIPE E �r19 +00 20 +0 I S 1'30'48" W I OD W W 0 w�v"-. . STA 18 +89.58 54" 24 "X8" TAPPING TEE (MJxFL) /CONC. BLOCK 8" GATE VALVE (FLxMJ ) 6 "X8" REDUCER (FLXMJ) FIRE HYDRANT ASSEMBLY (36.5' RT) ABANDON 6" WATER MAIN IN PLACE = 32.77 _ABANDON EXISTING SIDE SEWERS AND CONSTRUCT NEW STUBS AT LOCATIONS SHOWN AT SLOPE OF 1 STA 15 +60 TO STA 21+25 PLAN - BURNETT AVENUE S SCALE 1" = 20' SEE TYPICAL SECTIONS T • STREET RESTORATION 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. REQUIREMENTS 2. HAND TAMP UNDER HAUNCHES. SUBSEQUENT BACKFILL MATERIAL 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY IMPORT PER SECTION 9- 03.9(3) EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE BASE COURSE. HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PROPOSED 6" OR 8" 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN PIPE ZONE MATERIAL PER SECTION THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE 6 ", 8" PVC SEWER EXCAVATION OF UNSUITABLE SOIL TYPICAL TRENCH BEDDING AND BACKFILL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH DETAIL AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION NO SCALE 0 8'Ct3t+IC SS *� f w w_ w 6" C.I. w �/f w - {� (D a Z NEW SSMH 54" STA 19 +95, 20' RT RIM 38.23 8" IE IN = 32.82 8" IE OUT = 32.77 12 CAP (MJ) L 2" BLOW -OFF ASSEMBLY CUT AND CAP EXISTING 6" WATER AT MAIN LINE. INSTALL 6' PLUG AT TEE. (BY CITY) T- z7�bOF _NOTES: 1. ADJUST ALL WATER METER BOXES AND VAULT LIDS TO FINISH GRADE. 2. SEE SHEETS C8 -C11 FOR STORM DRAINAGE INFORMATION. ABANDON WATER SERVICE. 9- 03.9(1) BALLAST ,A,R1c . Para met rf x, Inc. ,320w�ar,�eo" �z k _�. Job No.: 95000.00 Ref. North +�� Za3 303-4M (2633 303 -0720 fox a. • WASHINGTON OREGON f t low 9L Sumner Bremerton Portland Manbe of IAl oldtwb r� Sint 4Od TEXAS 1ho MNrloon Urbon " $oottN "'_ Kirkland Houston All material appeoring herein cbn$t Lutes the Inxlftubx p{ DWg 121 -2720 �� unpul)' shed and original work of the Architect , p , and may not be duplicated, used, car disclosed 10 20 40 Itrbri0r MMi9" 206 223 -2742 withn,)' the written c,. >rsenf of the Ar�h,tect. 2N) 622 -9462 fox I`F �-�- .rw��s 7 ,i y -i5�- I 1 0 W, Z' W cl 3r I W N 0 1 >E a 3 N 0 DESIGNED Department of Trans Transportation - Transit Division DATE: B. PHILLIPS P 6 -6 -00 . DRA: SCALE: FILE J) roc 1 �= 20' -0° RENTON TRANSIT CENTER 23040735 RECOM. CONTRACT: DWG. N0. ��y�• cosos�c CITY OF RENTON C11 A King County APP oVEO WATER AND SEWER PLAN 8j 5HT OF c+o, T - 71�o,r SCANNED Nov • 7 2a►3 I I x H W V W N a 0 0 n W 0 J a 4_ X w --� z LLJ O w � � 0 �= w t/7 Of Q O Of 0 Li! � J Z J 05 L.LI Z U W �E �E WAN 'W46 It: M71 �I vCU �o J a� v 1� cn C R253) 383 -8700 o-0 W Cill< D: 1000 LWWG St to 405 Lj Seattle, Washington �o 121 -2720 T� v V 206 223 -2742 0 �E �E WAN 'W46 It: M71 �I vCU o w zz In i ik Q IJ N J e" 981 3207 �\ R253) 383 -8700 o w zz In i ik Q IJ N Z ,0 W ajo X 1' -0° T6 T PAY LIMIT TRENCH BACKFILL ' -- 0" 3 a SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL IMPORT PER SECTION 9- 03.9(3) BASE COURSE. PROPOSED PIPE SEE PLANS FOR DIA. PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(3) BASE COURSE ,TYPICAL TRENCH BEDDING AND BACKFILL EQR SANITARY AND STORM DRAINS NQMS;l 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. I rR. Not w - »se i 1. -009 PAY LIMIT TRENCH BACKFILL ' 3'- 0' SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL IMPORT PER SECTION 9- 03.9(3) BASE COURSE. PROPOSED WATER PIPE ZONE MATERIAL PER SECTION 2- 09.3(1)E CONTROL DENSITY FILL. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGI "JEER MATERIAL SHALL MEET SECTION 9- 03.9(3) BASE COURSE WATER MAIN PIPE TYPICAL TRENCH BEDDING AND BACKFILL 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. TYPICAL TRENCH BEDDING DETAIL NOT TO SCALE Parametrix, Inc. Job No.: 95000.00 WASHINGTON ORECON Sumner Portland Bremerton TEXAS Kirkland Houston All moterial appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North +Pardini M0560 a Mchlboeture The A nerioan Urban Design lnetltute at planning 0' 10' 20' 40' Ar+ohltects Interior Design ID L r i; i� 7" STA 1 + 64.34 15.71' RT 3• _0. o I = r- A _ i I TO CB 17 40' -0" TO CB 16 WET VAULT PLAN SCALE. i to 5' RIM = 35.68 RIM = 36.07 ROUND MANHOLE COVER WITH LOCKING BOLTS MARKED "DRAIN" SEE COR DETAIL B074, TYP .--- -i - I I = 31.21 w 7 `� W = z v 12 "x 12" CPEP TEE o ' I r-- i CRUSHED SURFACING BASE COURSE 1701 Co"wrtierce J 981 3207 � R253) 383 -8700 W Cill< D: 1000 LWWG St to 405 PMX Seattle, Washington AS NOTED 121 -2720 King County 206 223 -2742 RECOM. Q I U- 0C < W Z M V J to � UU C � U Q liJ Q 0 Z ,0 W ajo X 1' -0° T6 T PAY LIMIT TRENCH BACKFILL ' -- 0" 3 a SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL IMPORT PER SECTION 9- 03.9(3) BASE COURSE. PROPOSED PIPE SEE PLANS FOR DIA. PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(3) BASE COURSE ,TYPICAL TRENCH BEDDING AND BACKFILL EQR SANITARY AND STORM DRAINS NQMS;l 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. I rR. Not w - »se i 1. -009 PAY LIMIT TRENCH BACKFILL ' 3'- 0' SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL IMPORT PER SECTION 9- 03.9(3) BASE COURSE. PROPOSED WATER PIPE ZONE MATERIAL PER SECTION 2- 09.3(1)E CONTROL DENSITY FILL. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGI "JEER MATERIAL SHALL MEET SECTION 9- 03.9(3) BASE COURSE WATER MAIN PIPE TYPICAL TRENCH BEDDING AND BACKFILL 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. TYPICAL TRENCH BEDDING DETAIL NOT TO SCALE Parametrix, Inc. Job No.: 95000.00 WASHINGTON ORECON Sumner Portland Bremerton TEXAS Kirkland Houston All moterial appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North +Pardini M0560 a Mchlboeture The A nerioan Urban Design lnetltute at planning 0' 10' 20' 40' Ar+ohltects Interior Design ID L r i; i� 7" STA 1 + 64.34 15.71' RT 3• _0. o I = r- A _ i I TO CB 17 40' -0" TO CB 16 WET VAULT PLAN SCALE. i to 5' RIM = 35.68 RIM = 36.07 ROUND MANHOLE COVER WITH LOCKING BOLTS MARKED "DRAIN" SEE COR DETAIL B074, TYP .--- -i - I I = 31.21 w 7 `� W = z v 12 "x 12" CPEP TEE o ' I r-- i CRUSHED SURFACING BASE COURSE 1701 Co"wrtierce M � 981 3207 � R253) 383 -8700 53) 083 -8728 tax Cill< D: 1000 LWWG St to 405 PMX Seattle, Washington AS NOTED 121 -2720 King County 206 223 -2742 RECOM. 206 622 -6462 tax F IR 02 9 o z I � IE = 31.21 0ti'`"�.1�io.WIi1 MR WET VAULT SECTION SCALE: 1 Of 5' — 1 TAw�275610 STANDARD GALVANIZED PREFABRICATED LADDER, SEE COR DETAIL B035, TYP Department of Transportation - Transit Division PENTON TRANSIT CENTER CITY OF RENTON MISCELLANEOUS DETAILS A C O J M DATE: 6 -6 -00 Fll E 2- 040739 DWG. NO. C11B SHT OF SCANNED NOV • 7 2003 4 DESIGNED D. SCHAFF DRA: Cill< D: SCALE: PMX U&I AS NOTED King County CONTRACT: C03057C RECOM. APPROVED 1 TAw�275610 STANDARD GALVANIZED PREFABRICATED LADDER, SEE COR DETAIL B035, TYP Department of Transportation - Transit Division PENTON TRANSIT CENTER CITY OF RENTON MISCELLANEOUS DETAILS A C O J M DATE: 6 -6 -00 Fll E 2- 040739 DWG. NO. C11B SHT OF SCANNED NOV • 7 2003 4 d a Z } u IL 46 or W a IL T W N 0 J a N m 0 0 J a LZ W. !V h I A Ln cr_ z w w 0 LL J C� F-- t1� Z � Q LL- M �0 Z ry F Z � LLJ U or_ n I- 0_C ME \ E Q'N ca C A mh i a Q J :5 N DESIGNED O -1 — o� �•r a Z ' f . ` 3 r T, ^I l N \ rna Y c E =v 3 CRUSHED SURFACING BASE COURSE ME \ E Q'N ca C A mh i a Q J :5 N z 0 V) 12' t I 60' # 73 -31' BURNETT CONSTRUCTION LINE w 39' ��Ac'IEc 14' t 26' 2-r I 4%, 2� 2% 1 �" 13 ' _ 6Z 4 "B" UNE SECTION A NO SCALE STA 10 +52.12 TO 11 +69.45 STA 14+11 TO 15+45 I IMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN 1-7'-24' 26' 26' 2" \U- 1.3 3 6" 4" 5 ,4 6" 3 23.5' f I 4 7 7 I = 2� f i 2� El 1 f - 1. 2 r 7 _ - �` �1 l r 4„ 3 4" 10" z % 2 713 " LINE SECTION C NO SCALE STA 15 +98.91 TO 16 +46.39 STA 18 +49.94 TO 19 +49.45 STA 20 +35.85 TO 20 +83.3 FACE OF BUILDING OR RIGHT OF WAY LINE FACE OF BUILDING OR RIGHT OF WAY LINE SEE CENTERLINE PROFILE SHEET - It 12' f 12 3 4" -...j? I[ 5) 4" NOTES: DESIGNED o LAI = J (ZZ� 1 �ZZZY Z Z a K � N 13 z 0 V) 12' t I 60' # 73 -31' BURNETT CONSTRUCTION LINE w 39' ��Ac'IEc 14' t 26' 2-r I 4%, 2� 2% 1 �" 13 ' _ 6Z 4 "B" UNE SECTION A NO SCALE STA 10 +52.12 TO 11 +69.45 STA 14+11 TO 15+45 I IMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN 1-7'-24' 26' 26' 2" \U- 1.3 3 6" 4" 5 ,4 6" 3 23.5' f I 4 7 7 I = 2� f i 2� El 1 f - 1. 2 r 7 _ - �` �1 l r 4„ 3 4" 10" z % 2 713 " LINE SECTION C NO SCALE STA 15 +98.91 TO 16 +46.39 STA 18 +49.94 TO 19 +49.45 STA 20 +35.85 TO 20 +83.3 FACE OF BUILDING OR RIGHT OF WAY LINE FACE OF BUILDING OR RIGHT OF WAY LINE SEE CENTERLINE PROFILE SHEET - It 12' f 12 3 4" -...j? I[ 5) 4" NOTES: DESIGNED NO SCALE ` 1 ASPHALT CONCRETE PAVEMENT, CL B a ASPHALT PATCH. .SEE DETAIL � STA 1+20 TO 3 +72 2 CEMENT CONCRETE PAVEMENT 13 Y 3 CRUSHED SURFACING BASE COURSE J CL TER WHERE 4 ASPHALT CONCRETE PLACEMENT CL. G 15 g SHOWN APPROVED a. a 5 U 16 o Sm COLORED CONCRETE DELINEATION. 6 CEMENT CONCRETE CURB AND GUTTER. 17 GRAVEL BORROW �.- .. `� I� \: ;`� lhn- GUTTER PLAN DEPTH SHALL MATCH ASPHALT �► 6 PAVEMENT THICKNESS OR 6" MIN. 2 14 SEE COR DETAIL F001 AND F008 AND DETAIL C13 Q. 7 DOWELED CURB SEE DETAIL 6 SEE GRADING PLAN FOR FLOW LINE ELEVATIONS 4" 3 8 C13 CEMENT CONCRETE BARRIER CURB. SEE COR DETAIL F001. � SEE GRADING PLAN FOR MEDIAN AND 4„ 1 „ a 1 4 9 LANDSCAPING AREA WHERE SHOWN ON PLANS �3 GRADES SHOWN ARE APPROXIMATE TYPICAL ASPHALT PATCH Ujn. SEE GRADING AND LANDSCAPING PLANS SEE GRADING PLAN FOR SPECIFIC ELEVATIONS 10 REMOVE EXISTING PAVING 4 MATCH EXISTING ELEVATIONS AT DETAI�- ri FACE OF BUILDING, OTHERWISE 2% NO SCALE 11 RAILING AND CURB, SEE DETAIL 6 AND ELEVATIONS 0 GUTTER PAN SHALL SLOPE AWAY FROM CURB. SHEET A3.3 AND A3.4. m z 0 V) 12' t I 60' # 73 -31' BURNETT CONSTRUCTION LINE w 39' ��Ac'IEc 14' t 26' 2-r I 4%, 2� 2% 1 �" 13 ' _ 6Z 4 "B" UNE SECTION A NO SCALE STA 10 +52.12 TO 11 +69.45 STA 14+11 TO 15+45 I IMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN 1-7'-24' 26' 26' 2" \U- 1.3 3 6" 4" 5 ,4 6" 3 23.5' f I 4 7 7 I = 2� f i 2� El 1 f - 1. 2 r 7 _ - �` �1 l r 4„ 3 4" 10" z % 2 713 " LINE SECTION C NO SCALE STA 15 +98.91 TO 16 +46.39 STA 18 +49.94 TO 19 +49.45 STA 20 +35.85 TO 20 +83.3 FACE OF BUILDING OR RIGHT OF WAY LINE FACE OF BUILDING OR RIGHT OF WAY LINE SEE CENTERLINE PROFILE SHEET - It 12' f 12 3 4" -...j? I[ 5) 4" NOTES: DESIGNED NO SCALE ` 1 ASPHALT CONCRETE PAVEMENT, CL B 12 ASPHALT PATCH. .SEE DETAIL � STA 1+20 TO 3 +72 2 CEMENT CONCRETE PAVEMENT 13 COLORED PAVER, SEE DETAIL 2 3 CRUSHED SURFACING BASE COURSE 14 C13 ASPHALT TREATED BASE TER WHERE 4 ASPHALT CONCRETE PLACEMENT CL. G 15 CONCRETE. SIDEWALK BULB, SEE DETAIL 2 SHOWN APPROVED a 5 CEMENT CONCRETE SIDEWALK. SEE COR DETAIL F007. SEE SHEET C14 FOR JOINT LA, OUT PLAN AND 16 GRIND AND REMOVE EXISTING PAVEMENT COLORED CONCRETE DELINEATION. 6 CEMENT CONCRETE CURB AND GUTTER. 17 GRAVEL BORROW �.- .. `� I� \: ;`� lhn- GUTTER PLAN DEPTH SHALL MATCH ASPHALT �► 6 PAVEMENT THICKNESS OR 6" MIN. 2 14 SEE COR DETAIL F001 AND F008 AND DETAIL C13 7 DOWELED CURB SEE DETAIL 6 SEE GRADING PLAN FOR FLOW LINE ELEVATIONS 4" 3 8 C13 CEMENT CONCRETE BARRIER CURB. SEE COR DETAIL F001. � SEE GRADING PLAN FOR MEDIAN AND 4„ 1 „ CURB LAYOUT 1 4 9 LANDSCAPING AREA WHERE SHOWN ON PLANS �3 GRADES SHOWN ARE APPROXIMATE TYPICAL ASPHALT PATCH SEE GRADING AND LANDSCAPING PLANS SEE GRADING PLAN FOR SPECIFIC ELEVATIONS 10 REMOVE EXISTING PAVING 4 MATCH EXISTING ELEVATIONS AT DETAI�- ri FACE OF BUILDING, OTHERWISE 2% NO SCALE 11 RAILING AND CURB, SEE DETAIL 6 AND ELEVATIONS 5 a GUTTER PAN SHALL SLOPE AWAY FROM CURB. SHEET A3.3 AND A3.4. Z ire -i -axrof 4 4 4 1' EXISTING PAVEMENT TO REMAIN LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN 'DERXI 17101 Corner Tara m et rix, Inc. Job No. Taooma, w�ahingbon : 95000.00 Ref. North 363 —8700 Iviiiiiwii +1 r�'ini x ft OREGON 3 383 -1!728 Sumner Portland 1000 UNW10 9L • Membm of �VroMbotwe Sufte 406 ,p� '33788 . �` Bremerton TEXAS 7M An�rloan Urban Dedgn Seattle, Woohington f ; . n T — All ti Kirkland Houston unpublished and original appearing herein constitutes the , ' , Input ub of P41.6 121 -2720 un.uhlished and on final worts. of the Architect �� _�� or,d may riot be duplicated, used, or disclosed 0 0 ?0 40 MoMtftb MWW �9n 2063 •2z -2742 v without the written consent of the Architect. S i i is io 51 6 BURNETT CONSTRUCTION 4 "B" LINE f 1 = vAR1E5�•� 14' f .,.. 25' f ' 0' f � O' I 9 AQ ` E 1 4 ,s "B" UNE SECTION B NO SCALE STA 11+069 TO 14+11 RIGHT OF WAY zi:0 EXISTING PAVEMENT EXISTING SIDEWALK TO REMA N TO REMAIN FACE OF BUILDING OR RIGHT OF WAY LINE "S" LINE SECTION D NO SCALE STA 16 +46.39 TO 18 +49.94 STA 19 +49.45 TO 20 +35.85 n 1 1.5' FACE OF BUILDING OR RIGHT OF WAY LINE TO REMAIN 1 STA 12 +90.34 TO 13 +2414 DETAIL NO SCALE Department of Transportation — Transit Division U~ ": 6 -6 -00 RENTON TRANSIT CENTER 23oao7, 2 CITY OF RENTON owc. No. TYPICAL ROADWAY SECTIONS SHT C12 SCAWIVEli NOV ' % 2W3 I DESIGNED B. PHILLIPS D RA: K D : SCALE: CDC NTS RECOM. CONTRACT: C03057C i {ing County APPROVED 1 STA 12 +90.34 TO 13 +2414 DETAIL NO SCALE Department of Transportation — Transit Division U~ ": 6 -6 -00 RENTON TRANSIT CENTER 23oao7, 2 CITY OF RENTON owc. No. TYPICAL ROADWAY SECTIONS SHT C12 SCAWIVEli NOV ' % 2W3 I p� 2 } W V a 47 W J N s J a 0 0 I m d 0 0 J IL W x i O o � LL v � z z E— W LI '�•� 0 C� LLJl- V J z p LL- LLJ 0 z z� o —J F— U W z v w � r �o �v �E EF C v� a a Uj � C i •� O (253) 383 -8700 �< < z u, U �w ti Wg W Sufte 405 i�� i��'FE`14 S 1 �j��N,`U- �i8�121 -2720 c � c E 223 -2742 �E EF C v� a a Uj � a COMPLIANT GRATE --- (253) 383 -8700 z u, a ti Wg W Sufte 405 i�� i��'FE`14 S 1 �j��N,`U- �i8�121 -2720 tL 223 -2742 0 V) w 6.1 DUCTILE IRON ADA � Z COMPLIANT GRATE --- (253) 383 -8700 '4 a Q i Sufte 405 i�� i��'FE`14 S 1 �j��N,`U- �i8�121 -2720 tL 223 -2742 (206 200) 022 -8462 fox 11 p�psg: • J„ Y 44 V. C03057C King County APPWVED • `- ll_ m > o a .- -• NOTE. SLOPE . • ; . � _ .. ; - SIDEWALK +� . ' 'j.- -+ 3 v •' '- DRAIN TO CATCH BASINS TRENCH D RAIN DETAIL NO SCALE ate. Q w Q m 0 V) w 6.1 DUCTILE IRON ADA � 98402 -3207 COMPLIANT GRATE --- (253) 383 -8700 '4 , i Sufte 405 i�� i��'FE`14 S 1 �j��N,`U- �i8�121 -2720 SCALE: 223 -2742 (206 200) 022 -8462 fox 11 p�psg: • ,.. CONTRACT: 44 V. C03057C King County APPWVED • 4v ••� CEMENT CONCRETE �" - "' ' - • --� - - .- -• NOTE. SLOPE . • ; . � _ .. ; - SIDEWALK +� . ' 'j.- -+ INVERTS TO - ' " '' •' '- DRAIN TO CATCH BASINS TRENCH D RAIN DETAIL NO SCALE COLORED MORTAR s 1/2" CONCRETE BED 2% COLORED PAVERS = __ ? CONCRETE PAVEMENT OR AS SHOWN ON 2% GRADING PLANS /� /� /� /�j 3 DOWELS a SEE TYPICAL SEE 6 a ROAD SECTION 4 -- 4" CRUSHED SURFACING TOP COURSE COLD JOINT COLORED CONCRETE CURB AND GUTTER DETAIL SOLE 7/2" = 7' c; res 4wol j;PjV olk LOU RON 11A Q I�O�;IzNT il� irk r r �' 1 L r!,r�i� ♦.'i ♦. /!.ice ♦,!, CONCRETE PAVEMENT 2% �►�r0�?I��I��•ZI�� j�►�r�.� t�<�•ii1�� al� • VIP"- �l�i�� I� III ��I"'. ��I I•iII ♦�ijr �•�. �,�►� Iti� . ti ♦C�� t�y, ► , ti , ti► rt�i T �ti , t� r� ✓Cis r�t�� . ♦��: dwIp ROLLED CURB AND GUTTER DETAIL SCALE 1" = 112' narametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material appearing herein constitutes, the unpublished and original work of the Architect and may not be duplicoted, used, or disclosed without the written consent of the Architect. Ref. North � +Pa 1'dlni The Amwioonof U �n kwutuinq 0' a of Plonn 10' 20' 40' Ar Aeon Into km DeMgn (IF Yy � 1 �i A c CURB AND GUTTER l0000l BARRIER CURB TO ROLLED CURB TRANSITION -- COLORED r— CONCRETE CROSSWALK DETAIL r4� SCALE: 1' " =1' ,�01y�N �o, FO, pq1,, NT I 1 �-- COLORED EDGE 5 OF CROSSWALK COLOR *2 NOTES: 1.SEE SPECIFICATION SECTION 5 -06.2 FOR COLOR DESIGNATION. 2.CONTRACTOR MAY SUBSTITUTE DOWELS FOR KEYED JOINT. 3.SEE SHEET E1.1 FOR CROSSWALK LIGHTING SYSTEMS. •R 1701 Camnwm A wvm 9 vwmM vwiivtan � 98402 -3207 (253) 383 -8700 253 383 -13728 fox , Sufte 405 i�� i��'FE`14 S 1 �j��N,`U- �i8�121 -2720 SCALE: 223 -2742 (206 200) 022 -8462 fox 11 p�psg: FR 031 COLORED CROSS WALK SECTION SCALE: 1 " =1' COLD JOINT 14" \\— CONSTRUCTION JOINT (TYP) 6 to CURB 10" CONCRETE PAVEMENT NEL 28" O.C. CURB DOWELS DETAIL NOT TO SCALE — Department of Transportation - Transit Division RENTON TRANSIT CENTER CITY OF RENTON MISCELLANEOUS DETAILS 0 DO. �7j-g /-2 DATE: 6- -6--00 FI LE 23040726 owc. No. C13 SCANNED NOV • 7 2003 DESIGNED B. PHILLIPS DRA: KD: SCALE: VS AS NOTED RECOM. CONTRACT: C03057C King County APPWVED • Department of Transportation - Transit Division RENTON TRANSIT CENTER CITY OF RENTON MISCELLANEOUS DETAILS 0 DO. �7j-g /-2 DATE: 6- -6--00 FI LE 23040726 owc. No. C13 SCANNED NOV • 7 2003 m o O z t..t V s d o- U N Q v O LLI a7 d] �C a z z ��.. z U �E Q J ~ a M W 0 z CD a •� E O \E $ !vcup) r !f — z F- > 0— U z z O p W r ry W iC W m o = boo z t..t V s d o- U N Q v O �2 a7 d] �C 1 ��: 6 00 6 ' r ! 9 ' � �E Q J LIJ a 0 a •� E \E a !vcup) r i r 11 •� C > 0 W m o = boo z "!i V s Ln Ln Q w a W o W Cr X r m I I I I I I I z M■mmmlue 111111 67 I cncnlrl Pi EJ CJ TJ LB MB WF "-11-11 3111 7=7 I 0 LONGITUDINAL OR TRANSVERSE PAVEMENT JOINT EXPANSION JOINT CONSTRUCTION JOINT TOOLED JOINT LIGHT BROOM FINISH MEDIUM BROOM FINISH WIRE FINISH COLORED -- EDGE OF CROSSWALK COLORED -- CONCRETE NATURAL CONCRETE Parametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston I I I V "` V w i l l I `i1 I V V SCALE. 1 " = 10' i Job No.: 95000.00 All material appearing herein constitutes the unpublished and o. iginol work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North L - [-( I AS NOTf_D Mem�nPa IMmbsn of Do Affw%m Wwftte Of Archfbacts IRO*L L .,191 b r. 11 ij 1 _. Ai d iltsoturts URrbo9Dssi6n Mrbrlor Design 1701 Commons Tacoma, Washington 992 -3207 253] 3153 -8700 253)) 3153 -8728 fax 1000 Lsnoro SL Seattis, Washirpton 88121 -2720 206 223 -2742 206) 622 -8462 fox F Ft �`S1a� 0312 z V) Q 1 �2 a 1 ��: 6 T 9 I 4 6 ' r ! 9 ' I Y J 0 a i r D p > G W p iC N w a W o W Cr X r m I I I I I I I z M■mmmlue 111111 67 I cncnlrl Pi EJ CJ TJ LB MB WF "-11-11 3111 7=7 I 0 LONGITUDINAL OR TRANSVERSE PAVEMENT JOINT EXPANSION JOINT CONSTRUCTION JOINT TOOLED JOINT LIGHT BROOM FINISH MEDIUM BROOM FINISH WIRE FINISH COLORED -- EDGE OF CROSSWALK COLORED -- CONCRETE NATURAL CONCRETE Parametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston I I I V "` V w i l l I `i1 I V V SCALE. 1 " = 10' i Job No.: 95000.00 All material appearing herein constitutes the unpublished and o. iginol work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North L - [-( I AS NOTf_D Mem�nPa IMmbsn of Do Affw%m Wwftte Of Archfbacts IRO*L L .,191 b r. 11 ij 1 _. Ai d iltsoturts URrbo9Dssi6n Mrbrlor Design 1701 Commons Tacoma, Washington 992 -3207 253] 3153 -8700 253)) 3153 -8728 fax 1000 Lsnoro SL Seattis, Washirpton 88121 -2720 206 223 -2742 206) 622 -8462 fox F Ft �`S1a� 0312 IU 11VIMIk,n Ji/AHUN AND vrrJtiJ Or FEATURES SHOWN IN SCHEDULES. BIIRNETT AVE TYPICAL JOINT DIMENSIONS DESIGNED B. PHILLIPS '== - DRA: EO ' J� SCALE: VS W AS NOTED RECOM. CONTRACT. Co C03057C King County APP- 80VEDS I SCALE 1 " = 5' 1rmw12*7vT613 Department of Transportation — Transit Division RENTON TRANSIT CENTER CITY OF RENTON JOINT LAYOUT PLAN 0 �-) -S, 7— 2 ,7J`d1 uA I t: 6 -6--00 FILE 23040730 DWG. N0. C14 SCANNED NOV • 7 2003 4 I R 1 �2 1 ��: 6 T 9 I 4 6 ' r ! 9 ' I I b jr i r U GJ w W ❑ t CJ W EJ 5 1-----.Ej I W CJ N I cJ - cJ J LUMINAIRE (TYP) TJ U W U W Q w U W NOTE: CONTRACTOR TO ADJUST JOINT DIMENSIONS r —I . A . -�� -- . . . . — --- --- — — i 15' IU 11VIMIk,n Ji/AHUN AND vrrJtiJ Or FEATURES SHOWN IN SCHEDULES. BIIRNETT AVE TYPICAL JOINT DIMENSIONS DESIGNED B. PHILLIPS '== - DRA: EO ' J� SCALE: VS W AS NOTED RECOM. CONTRACT. Co C03057C King County APP- 80VEDS I SCALE 1 " = 5' 1rmw12*7vT613 Department of Transportation — Transit Division RENTON TRANSIT CENTER CITY OF RENTON JOINT LAYOUT PLAN 0 �-) -S, 7— 2 ,7J`d1 uA I t: 6 -6--00 FILE 23040730 DWG. N0. C14 SCANNED NOV • 7 2003 4 I 2 0 �n N WU a N W (L 4 c_ U) 0 J a W J a X V� i i • • W z z Ld (-) � w z� QLj- Of0 z� O C) z w E J z J CL F— CD z 0 �E ,E .0 0) A Z Z g '&�Y d N N Z J Y J O a 0 c im > 8 c a Q Q LEGEND 0 Pi CO EJ i CJ TJ LB MB WF z Uj cr i o Z I TiQo -*/ -J7A& TRANSIT CUT — THROUGH JOINT LAYOUT PLAN SCALE: 1 " = 1 '--0" LONGITUDINAL OR TRANSVERSE PAVEMENT JOINT EXPANSION JOIN T CONSTRUCTION JOINT TOOLED JOINT LIGHT BROOM FINISH MEDIUM BROOM FINISH WIRE FINISH COLORED - EDGE OF CROSSWALK COLORED — CONCRETE NA TURAL CONCRETE Parametrix, Inc. NOTE: CONTRACTOR TO ADJUST JOINT DIMENSIONS TO MATCH STATION AND OFFSETS OF FEATURES SHOWN IN SCHEDULES. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North AS NOTED FtID L i i X z�s Merritt +Pardue Mernbern of Do A"We"n or Amh1twturn Urban Planni"+ Interlor D"p 1701 com"veme 08402 - -32077 253) 383 -87oo 253 363 -8728 fox 1000 Lenora St Sufb 405 Seattle—ii 981212720 l" (206) 223 -2742 206 622 -9462 fax F IR LAYOUT PLAN SCALE: 1" =- 1'--0" + EXPIRES: ,.rr,. O ___....�..r. "Aw NE CORNER OF 4TH AND BURNETT PLAN DESIGNED B. PHILLIPS D RA: K VS RECOM. King County APPROVED j, SCALE: 1" = 1' -0" Department of Transportation -- Transit Division AS NOTED RENTON TRANSIT CENTER CONTRACT: CITY OF RENTON C03057C JOINT LAYOUT PLAN w UA I L: 6 -6 -00 FILE 23040738 DWG. N0. C1 4A SCANNED NOV • 7 2003 . L- -� O n� v o� LL z N -C 00 0 �-- L :Zj W U ry C �E �E ,E .0 0) A Z Z g '&�Y d N N Z J Y J O a 0 c im > 8 c a Q Q LEGEND 0 Pi CO EJ i CJ TJ LB MB WF z Uj cr i o Z I TiQo -*/ -J7A& TRANSIT CUT — THROUGH JOINT LAYOUT PLAN SCALE: 1 " = 1 '--0" LONGITUDINAL OR TRANSVERSE PAVEMENT JOINT EXPANSION JOIN T CONSTRUCTION JOINT TOOLED JOINT LIGHT BROOM FINISH MEDIUM BROOM FINISH WIRE FINISH COLORED - EDGE OF CROSSWALK COLORED — CONCRETE NA TURAL CONCRETE Parametrix, Inc. NOTE: CONTRACTOR TO ADJUST JOINT DIMENSIONS TO MATCH STATION AND OFFSETS OF FEATURES SHOWN IN SCHEDULES. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North AS NOTED FtID L i i X z�s Merritt +Pardue Mernbern of Do A"We"n or Amh1twturn Urban Planni"+ Interlor D"p 1701 com"veme 08402 - -32077 253) 383 -87oo 253 363 -8728 fox 1000 Lenora St Sufb 405 Seattle—ii 981212720 l" (206) 223 -2742 206 622 -9462 fax F IR LAYOUT PLAN SCALE: 1" =- 1'--0" + EXPIRES: ,.rr,. O ___....�..r. "Aw NE CORNER OF 4TH AND BURNETT PLAN DESIGNED B. PHILLIPS D RA: K VS RECOM. King County APPROVED j, SCALE: 1" = 1' -0" Department of Transportation -- Transit Division AS NOTED RENTON TRANSIT CENTER CONTRACT: CITY OF RENTON C03057C JOINT LAYOUT PLAN w UA I L: 6 -6 -00 FILE 23040738 DWG. N0. C1 4A SCANNED NOV • 7 2003 19 8 y V W W a N O J a 0 l m W 0 s a x i O I O O Ln �V J LIJ zz w w (-)0 C7 W Cn Q LL_ O O z z >- —' 0 —' U z U w � -� 0 �o o� r-� �E �,E %'01N C c ! F=1 .c o, vv o Li O JO ,Z J V 1 ~ Q N C C% y O 263) 383 -8728 tax Q ate, Q �1201e- 2720s�N�" ° Y C 206) 6n -9482 fbn jar ., �E �,E %'01N C c ! F=1 .c o, vv o Li O JO ,Z J V 1 ~ Q z 0 W Z Tww■ rwr� rT 1/4" RADIUS 1/4" MATCH EX SIDEWALK SIDEWALK TOOLED JOINT DETAIL SCALE 112" = 1' FINISH GRADE CONCRETE SLAB TOOL NOSING, 1/4" RADIUS, 2" WIDE TROWEL MARGIN EA SIDE — SIMILAR DETAIL MATERIAL, SLAB ��►�a rr r+� � � rr� SIDEWALK CONSTRUCTION JOINT DETAIL SCALE: 1 ' 1' TS ONLY) ojV JOINT JOINT FL EXISTING CONCRETE WITH DOWEL BARS DRIVEWAY APPROACH — NORTHEAST CORNER OF LOGAN AVE. AND CUT - THROUGH PLAN Li� SCALE 1" = 2' narametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material oppearir,q herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North o' lot 20' 40 ' G ovmdft+ftrdini Members of Mohiisc4xo w The Anwk an Urban Design hwbm of Planning Design s FINISHED GRADE TREE PIT e Q I F I E I X\ /J \- Z CRUSHED SURFACING BASE COURSE SEE a SEE TYPICAL 1 SECTIONS � NOTE: WSDOT 9-03.9(3) - , PLACE IRRIGATION �/ REFER TO IRRIGATION PLANS FOR SLEEVES TIGHT AGAINST. _ .� IRRIGATION SLEEVE LOCATIONS. REFER FOUNDATIONS AND UNDER �\ TO MECHANICAL AND ELECTRICAL PLANS EDGE OF TREE PITS �. ,l FOR OTHER UTILITY LOCATIONS. UTILI?Y LINE 24' (MIN) IRRIGATION. POWER AND OTHER MISC UTILITIES TRENCH BACKFILL DETAIL %5� NO SCALE EXPANSION JOINT 2% — 12 1 _ 2% 5 VARIES VARIES 1701 Co"wneras Tacoma, Washington, �p Z 263) 383 -8728 tax ate, Q �1201e- 2720s�N�" i Y 206) 6n -9482 fbn jar ., J a N ' $m 3 > 8 v 0 a_ Q W Q 0 m z 0 W Z Tww■ rwr� rT 1/4" RADIUS 1/4" MATCH EX SIDEWALK SIDEWALK TOOLED JOINT DETAIL SCALE 112" = 1' FINISH GRADE CONCRETE SLAB TOOL NOSING, 1/4" RADIUS, 2" WIDE TROWEL MARGIN EA SIDE — SIMILAR DETAIL MATERIAL, SLAB ��►�a rr r+� � � rr� SIDEWALK CONSTRUCTION JOINT DETAIL SCALE: 1 ' 1' TS ONLY) ojV JOINT JOINT FL EXISTING CONCRETE WITH DOWEL BARS DRIVEWAY APPROACH — NORTHEAST CORNER OF LOGAN AVE. AND CUT - THROUGH PLAN Li� SCALE 1" = 2' narametrix, Inc. WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material oppearir,q herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North o' lot 20' 40 ' G ovmdft+ftrdini Members of Mohiisc4xo w The Anwk an Urban Design hwbm of Planning Design s FINISHED GRADE TREE PIT e Q I F I E I X\ /J \- Z CRUSHED SURFACING BASE COURSE SEE a SEE TYPICAL 1 SECTIONS � NOTE: WSDOT 9-03.9(3) - , PLACE IRRIGATION �/ REFER TO IRRIGATION PLANS FOR SLEEVES TIGHT AGAINST. _ .� IRRIGATION SLEEVE LOCATIONS. REFER FOUNDATIONS AND UNDER �\ TO MECHANICAL AND ELECTRICAL PLANS EDGE OF TREE PITS �. ,l FOR OTHER UTILITY LOCATIONS. UTILI?Y LINE 24' (MIN) IRRIGATION. POWER AND OTHER MISC UTILITIES TRENCH BACKFILL DETAIL %5� NO SCALE EXPANSION JOINT 2% — 12 1 _ 2% 5 VARIES VARIES 1701 Co"wneras Tacoma, Washington, �p 98402 -3207 263 383 -8700 263) 383 -8728 tax 1000 Lenora St. Suite 406 937 �1201e- 2720s�N�" (M) 223 -2742 206) 6n -9482 fbn jar ., FR SECTION rA SCALE 1" = 1' DESIGNED B. PHILLIPS -- `� DRA: HKID SCALE: VS iD AS NOTED RECOM. CONTRACT: C03057C King County AP f3ROVEIX T- USE EXISTING DOWEL BAR l EXISTING CONCRETE WITH DOWEL BARS 0 r 7 Department of Transportation — Transit Division " ~It: s -s -oo RENTON TRANSIT CENTER 23040732.D1 CITY OF RENTON owc. No. C15 MISCELLANEOUS DETAILS sHr �d : T- ��r6�� Sc,�uvnEO NOV - 7 2uo3 f i w v a w W d Z W J 4 V N F O J a g i �o i m 0 f- 0 J a n 0 0 M N X 0 M i ROLL ,1'91 FFt 0315 I C, 0 ICJ / SCANNtu NOV • 7 2003 J T_ .�'��"��'`� at w � I C+: a N 0 N t S O N Y a r W II La] J d U U) O J IL S r. eo r eo 0 0 J a w cr x 8' :w w I ROB L �w1 '91 FI:Z 03�6 I 7-_ , SCANNED NOV « 71003 7 4 Y a. w w a a r w J U H 1- O J IL 0 0 1 w i 00 W a 0 O J a ki: w X I L i r it Fl O'LL 1 91 LL �F IR 03,7 I 7--_ �� ; ��' SCANNEU NOV • 7 2003 11 8 } IL W ".1 W 4 U VI F O J CL 0 0 co 1 �O O F O J a x I 1 n ROLL �11,91LL FIR 0 4 2 r SCANNED NOV • 7 2003 A I N } CL An W in 0 J a Im N 0 W Q 0 6 J a W 0: X 0 DESIGNED #12 C. M. CLARK PROP W NOT SED ` � TYPE I JUNCTION BOX DRA: CONSTRUCTION NOTES RUN CONDUIT TWISTED VEHICLE SIGNAL HEAD 1 "- 20• —Ou -*-► RECOM. CONTRACT: �»► 6 PR (INTER -- PULL King County N0. SIZE IN. PAIRS CONSTRUCT FOUNDATION AND RELOCATE EXISTING STREET LIGHT 3CS 8 AND PEDESTRIAN HEAD #77 TO NEW LOCATION. REMOVE EXISTING #2 �— WIRE FOUNDATION TO 2 FEET BELOW FINISHED GRADE. 1 W 2 STREET LIGHT L MOVE AND ROTATE EXISTING SIGNAL HEADS. SEE POLE SCHEDULE tr- FOR HEAD PLACEMENT. 2 Cn 2 FIBER OPTIC TELEMETRY w = BOX RELOCATE EXISTING PEDESTRIAN HEAD AND PUSH BUTTON #26 z FROM EXISTING PS POLE TO RELOCATED STREET LIGHT. wz 00 cn ¢ REMOVE EXISTING 5C WIRE BETWEEN CONTROLLER AND EXISTING E-- z --� (EX) PEDESTRIAN HEAD AND PUSHBUTTON #26. INSTALL NEW 5C (n Cr n- FROM CONTROLLER AND RELOCATED PEDESTRIAN HEAD AND Q C,n PUSHBUTTON #26. 0 Q W (� REMOVE EXISTING PS POLE AND FOUNDATION A MINIMUM OF Z f-- z 2 -FEET BELOW FINISHED GRADE. OU W z REPLACE EXISTING JUNCTION BOX WITH CATCH BASIN RISER WITH `-`� LOCKING LID. SEE SPECIAL PROVISIONS FOR CATCH BASIN SIZE t~— AND SPECIFICATIONS. SPLICE NEW LOOPS 41 AND 42 TO W Z EXISTING 2CS LEAD —IN CABLE, SERVING LOOPS TO BE Ctf ABANDONED, SEE NOTE 7. M ABANDON EXISTING LOOP AND REMOVE SPLICE TO EXISTING 2CS LEAD—IN CAB Lc. REROUTE EXISTING CABLE THROUGH CONDUIT RUN 2. ABANDON --' 0 a� EXISTING CONDUIT AND REMOVE EXISTING JUNCTION BOX. a o LLz 00 �C 0 GENERAL NOTES I--- a L 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL tip HEADS WITH TUNNEL VISORS AND SQUARE DOORS, EXCEPT U v WHEN NOTED. :6..- 0 \E 2. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE LED E E HEADS WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN I I PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD PLAN J024 AND J025. _o 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE L MOUNTED, a UNLESS OTHERWISE NOTED. 4. ALL NEW SIGNAL POLES SHALL HAVE A POLE MOUNTED o TERMINAL BOX. 5. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ,. 4 ONE TRENCH. o = N it xa ? 'n o 6. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN - o ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. Y g Y g 7. SALVAGE ALL EXISTING HARDWARE, LUMIN 4RIES, POLES, AND CONTROLLER CAL -LED OUT TO BE REMOVED AND ° DELIVER TO THE CITY OF RENTON SHOPS. 0 0 D WIRE SCHEDULE - AFFECTED WIRE ONLY UGP -UGT �I BURN 0 I -__ if �(r S 0 Z 7*e * 6 a a ,i ti a Is , a i I b I 7 ss -- w/ f i� SD AM 7 } �, N ,� � v � v M CD O O V 00 SID -- SID !, ® o- --- - - - - -- -- - - -- 0 EX 77 --- - - - - -- — - -- X 26 2 7 3 "' j 71+00 ° 'le ' ° -ra- 12-1 DESIGNED #12 C. M. CLARK PROP Will NOT SED m TYPE I JUNCTION BOX DRA: C KD:SCALE: RUN CONDUIT TWISTED VEHICLE SIGNAL HEAD 1 "- 20• —Ou -*-► RECOM. CONTRACT: �»► 6 PR (INTER -- PULL King County N0. SIZE IN. PAIRS 2CS 3CS 8 #4 #2 CONNECT ) WIRE REMARKS 1 SAWCUT 2 STREET LIGHT 2 2 2 FIBER OPTIC TELEMETRY 1 EX 1 NEW BOX SEE NOTE 8 2 2 --T6 (EX) SEE NOTE 8 0 Z 7*e * 6 a a ,i ti a Is , a i I b I 7 ss -- w/ f i� SD AM 7 } �, N ,� � v � v M CD O O V 00 SID -- SID !, ® o- --- - - - - -- -- - - -- 0 EX 77 --- - - - - -- — - -- X 26 2 7 3 "' j 71+00 ° 'le ' ° -ra- 12-1 1 42 % 1 �I 'V� I I ss S0 UW I I r I p 0 N 1 I BURNETT AVENUE S & S 4TH STREET SIGNAL PLAN SCALE 1 " = 20' ��P MAR�F � 1701 c rn""Woo was na ra m et rix, Inc. TOeO""O• '"°"'"°^ _ Job No.: : 95000.00 Ref. North .�� 25390402-3207 3 700 U h! 2833 W3 -8726 fax WASHINGTON OREGON Sumner Portland �� 40� st. 36018 Bremerton TEXAS The AffW% n Urban DsWgr S�attl�, Wmhingbon Kirkland Houston All bushed appearing herein constitutes the 1 Of p{ ,�inq 98121 -2720 5 unpublished and original work of the Architect , , , , �NIU. and may not be duplicated, used, or disclosed 0 10 20 40 Arohitacb Inbr40r DNign 206 223 -2742 without the written consent of the Architect. (�) 622 -9"2 fox ROLL �1 !91 G Ww - - = -- � 12' W w Fil �� ;i ®a UGP VMp DESIGNED LEGEND C. M. CLARK PROP Will NOT SED m TYPE I JUNCTION BOX DRA: C KD:SCALE: TYPE II JUNCTION BOX II CDC 1 42 % 1 �I 'V� I I ss S0 UW I I r I p 0 N 1 I BURNETT AVENUE S & S 4TH STREET SIGNAL PLAN SCALE 1 " = 20' ��P MAR�F � 1701 c rn""Woo was na ra m et rix, Inc. TOeO""O• '"°"'"°^ _ Job No.: : 95000.00 Ref. North .�� 25390402-3207 3 700 U h! 2833 W3 -8726 fax WASHINGTON OREGON Sumner Portland �� 40� st. 36018 Bremerton TEXAS The AffW% n Urban DsWgr S�attl�, Wmhingbon Kirkland Houston All bushed appearing herein constitutes the 1 Of p{ ,�inq 98121 -2720 5 unpublished and original work of the Architect , , , , �NIU. and may not be duplicated, used, or disclosed 0 10 20 40 Arohitacb Inbr40r DNign 206 223 -2742 without the written consent of the Architect. (�) 622 -9"2 fox ROLL �1 !91 G Ww - - = -- � 12' W w Fil �� ;i ®a UGP VMp SIGNAL DISPLAYS VEHICLE HEADS P. G HEADS NO. 41 (EX), 42(EX) PEDESTRIAN H 17.89 LED 18.08" HEADS N0. 26(EX), 77(EX) PHASING SEQUENCE 01 02 03 04 T- 27S�6 /A NOT SEDUSED DESIGNED LEGEND C. M. CLARK PROP NOT SED NOT SED m TYPE I JUNCTION BOX DRA: C KD:SCALE: TYPE II JUNCTION BOX II CDC VEHICLE SIGNAL HEAD 1 "- 20• —Ou -*-► RECOM. CONTRACT: �»► VEHICLE PREEMPTION HEAD C03057C King County APPROVED Cllllk:�- TYPE III SIGNAL POLE SIGNAL DISPLAYS VEHICLE HEADS P. G HEADS NO. 41 (EX), 42(EX) PEDESTRIAN H 17.89 LED 18.08" HEADS N0. 26(EX), 77(EX) PHASING SEQUENCE 01 02 03 04 T- 27S�6 /A NOT SEDUSED NOT LEGEND EXIST PROP NOT SED NOT SED m TYPE I JUNCTION BOX � 05 06 07 08 SIGNAL LEGEND EXIST PROP DESCRIPTION � m TYPE I JUNCTION BOX � D TYPE II JUNCTION BOX --D --► VEHICLE SIGNAL HEAD -�-� -*-► PEDESTRIAN SIGNAL HEAD �»► VEHICLE PREEMPTION HEAD �- �- TYPE II SIGNAL POLE Cllllk:�- TYPE III SIGNAL POLE SIGN ON -MAST ARM ❑ ❑ LOOP DETECTOR !� m SIGNAL CONTROLLER #--� Os STREET LIGHT m m FIBER OPTIC TELEMETRY BOX Department of Transportation - Transit Division UAI L: 6/6/00 LE RENTON TRANSIT CENTER 213040727 CITY OF RENTON DWG. No. C20 SIGNAL PLAN ICUT C` t�; �-.- .�� r b �,� 'SCANNED NOY • 7 ccKl3 0 o N N _ 1(-) 8 w EXISTING SIGNAL POLE AND FOUNDATION A MINIMUM OF a) o L� N �C_ O w HEAD WITH Q Cr U W �LL] =3L U ' ' C!) �a �Q) PEDESTRIAN SIGNAL NERD U U � z NMI W-em z z N ro 00 �z 283 383 -8728 Lott �z V U� Cnw � �a c z LL C/) ADJUST < CK 0 9 REMOVE L!J z z� Z CD N 4 E70 0 UL.LJ H BOX 422 -2402 ft z < w Of 4 a W a` Lt I EX 1 4 M W a v (L f N 0 W 0 o J a W CC x :3 E �E °'iv C ^ L = J N 11 V W v 0 a— EXISTING SIGNAL POLE AND FOUNDATION A MINIMUM OF a) o L� N �C_ O . �O � HEAD WITH Q �z U W �LL] =3L U ' ' GRADE. �a �Q) PEDESTRIAN SIGNAL NERD U :3 E �E °'iv C ^ L = J N 11 V W v 0 0 W CONSTRUCTION NOTES QINSTALL NEW SIGNAL POLE FOUNDATION AND TYPE II POLE WITH TWO 40-FOOT MAST ARMS. INSTALL FIVE NEW SIGNAL HEADS. ONE QED PEDESTRIAN SIGNAL HEAD WITH ?YPE E MOUNTING HARDWARE, ONE PEDESTRIAN PUSH SUTTON WITH SIGN, ONE TERMINAL BOX, AND TWO STREET NAME SIGNS. INSTALL TWO PRE- EMPTION DETECTORS. ORELOCATE EXISTING TYPE PS POLE TO LOCATION SHOWN. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE II POLE WITH A 37 -FOOT MAST ARM. INSTALL TWO NEW SIGNAL HEADS, TWO LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOJNTING HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, ONE TERMINAL BOX, ON R10 -12 SIGN, AND ONE STREET NAME SIGN. INSTALL ONE PRE- EMPTION DETECTOR. REMOVE EXISTING SIGNAL POLE AND FOUNDATION A MINIMUM OF 3 FEET BELOW FINISHED 3CS GRADE. INSTALL NEW TYPE PS POLE AND FOUNDATION WITH ONE LED PEDESTRIAN SIGNAL #4 HEAD WITH TYPE C MOUNTING HARDWARE, AND ONE PEDESTRIAN PUSH BUTTON WITH SIGN. <]>REMOVE 1 EXISTING SIGNAL POLE AND FOUNDATION A MINIMUM OF 2 FEET BELOW FINISHED ' ' GRADE. PEDESTRIAN SIGNAL NERD U U NEW CONTROLLER FOUNDATION, PAD, AND CONTROLLER CABINET TYPE P. INSTALL L NMI W-em CABINET � ro TYPE HI SIGNAL POLE 20 +72.96, 39.50' LT. 283 383 -8728 Lott <]>'�NSTALL V U� LOCATE NW CORNER OF c 3 1.5 8 ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE. 9 REMOVE EXISTING JUNCTION BOX. �moldm of ih. IVn.rloon urbon Dwi�n kwoute 0f Plonn Sufte � 5�ottN, INS mgTVton 121 4 N 4 -2720 (MG) 223 -2742 FIBER OPTIC TELEMETRY BOX 422 -2402 ft 3 1 4 a EX 1 4 REMOVE EX WIRES 7 EX 1 4 REMOVE EX WIRES a 2 2 0 9 2.5 2 1 6 M 0 W CONSTRUCTION NOTES QINSTALL NEW SIGNAL POLE FOUNDATION AND TYPE II POLE WITH TWO 40-FOOT MAST ARMS. INSTALL FIVE NEW SIGNAL HEADS. ONE QED PEDESTRIAN SIGNAL HEAD WITH ?YPE E MOUNTING HARDWARE, ONE PEDESTRIAN PUSH SUTTON WITH SIGN, ONE TERMINAL BOX, AND TWO STREET NAME SIGNS. INSTALL TWO PRE- EMPTION DETECTORS. ORELOCATE EXISTING TYPE PS POLE TO LOCATION SHOWN. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE II POLE WITH A 37 -FOOT MAST ARM. INSTALL TWO NEW SIGNAL HEADS, TWO LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOJNTING HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, ONE TERMINAL BOX, ON R10 -12 SIGN, AND ONE STREET NAME SIGN. INSTALL ONE PRE- EMPTION DETECTOR. _GENERAL NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS WITH TUNNEL VISORS AND SQUARE DOORS, EXCEPT WHEN NOTED. 2. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE LED HEADS WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD PLAN J024 AND J025. 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE L MOUNTED, UNLESS OTHERWISE NOTED. 4. ALL NEW SIGNAL POLES SHALL HAVE A POLE MOUNTED TERMINAL BOX. 5. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS !N ONE TRENCH. 6. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONL". JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 7. SALVAGE ALL EXISTING HARDWARE, LUMINAIRES, POLES, AND CONTROLLER CALLED OUT TO BE REMOVED AND DELIVER TO THE CITY OF RENTON SHOPS. 8. ALL LOOPS SHALL BE 6 FOOT BY 6 FOOT. LOOPS ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. D WIRE SCHEDULE - NEW WIRE ONLY ,z C. WALK KIM C 0 o; � RUN N0. REMOVE EXISTING SIGNAL POLE AND FOUNDATION A MINIMUM OF 3 FEET BELOW FINISHED 3CS GRADE. INSTALL NEW TYPE PS POLE AND FOUNDATION WITH ONE LED PEDESTRIAN SIGNAL #4 HEAD WITH TYPE C MOUNTING HARDWARE, AND ONE PEDESTRIAN PUSH BUTTON WITH SIGN. <]>REMOVE 1 EXISTING SIGNAL POLE AND FOUNDATION A MINIMUM OF 2 FEET BELOW FINISHED ' ' GRADE. PEDESTRIAN SIGNAL NERD 6 > ANSTALL NEW CONTROLLER FOUNDATION, PAD, AND CONTROLLER CABINET TYPE P. INSTALL L NMI W-em CABINET WITH DOOR ON SOUTH SIDE. LOCATE SW CORNER OF FOUNDATION AT STATION TYPE HI SIGNAL POLE 20 +72.96, 39.50' LT. 283 383 -8728 Lott <]>'�NSTALL Portland NEW FOUNDATION, PAD, AND SIGNAL SERVICE CABINET. LOCATE NW CORNER OF FOUNDATION AT STATION 2C• +81.33, 39.50' LT. 3 1.5 8 ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE. 9 REMOVE EXISTING JUNCTION BOX. �moldm of ih. IVn.rloon urbon Dwi�n kwoute 0f Plonn _GENERAL NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS WITH TUNNEL VISORS AND SQUARE DOORS, EXCEPT WHEN NOTED. 2. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE LED HEADS WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD PLAN J024 AND J025. 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE L MOUNTED, UNLESS OTHERWISE NOTED. 4. ALL NEW SIGNAL POLES SHALL HAVE A POLE MOUNTED TERMINAL BOX. 5. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS !N ONE TRENCH. 6. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONL". JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 7. SALVAGE ALL EXISTING HARDWARE, LUMINAIRES, POLES, AND CONTROLLER CALLED OUT TO BE REMOVED AND DELIVER TO THE CITY OF RENTON SHOPS. 8. ALL LOOPS SHALL BE 6 FOOT BY 6 FOOT. LOOPS ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. D WIRE SCHEDULE - NEW WIRE ONLY ,z C. WALK KIM C 0 o; � RUN N0. CONDUIT SIZE IN. #12 TWISTED PAIRS 2CS 3CS C #8 #4 #2 6 PR (INTER- CONNECT ) PULL WIRE REMARKS 1 SAWCUT 2 ' ' X402 -3207 PEDESTRIAN SIGNAL NERD +Pardini NMI W-em 2 SAWCUT 4 TYPE HI SIGNAL POLE -�- 283 383 -8728 Lott Sumner Portland D \ SL s 3 1.5 2 All mashed appearing herein Constitutes the STREET LIGHT ►a �moldm of ih. IVn.rloon urbon Dwi�n kwoute 0f Plonn Sufte � 5�ottN, INS mgTVton 121 4 1.5 4 -2720 (MG) 223 -2742 FIBER OPTIC TELEMETRY BOX 422 -2402 ft 3 1 4 EX 1 4 REMOVE EX WIRES 7 EX 1 4 REMOVE EX WIRES 8 2 2 9 2.5 2 1 6 2 SPARE 10 EX 1 REMOVE EX WIRES 11 EX 1 1 REMOVE EX WIRES 12 NOT USED 13 3 2 2 7 3 SPARE 14 2 1 2 4 3 SPARE 15 2 2 SERVICE - CONTROLLER 1 2 2 POWER- SERVICE F _1 7 2 2 3 0 Z M 7 ' C' r I , W , a r � r \ � I i �• .. i r G - -� ►� W 2 I son e A, ♦ , • 1 LEGEND 1701 Gomm m parametrix, Inc. DESCRIPTION 9 m �� D Job No.: 95000.00 Ref. North —► ' ' X402 -3207 PEDESTRIAN SIGNAL NERD +Pardini NMI W-em WASHINGTON �a t CNOw- TYPE HI SIGNAL POLE -�- 283 383 -8728 Lott Sumner Portland D \ SL s Bremerton Wrldand TEXAS Houston All mashed appearing herein Constitutes the STREET LIGHT ►a �moldm of ih. IVn.rloon urbon Dwi�n kwoute 0f Plonn Sufte � 5�ottN, INS mgTVton 121 ' C' r I , W , a r � r \ � I i �• .. i r G - -� ►� W 2 I son e A, ♦ , • I MA of WA b� FR 041 r r r r r e r r r r A A r � SIGNAL DISPLAYS VEHICLE HEADS R G � FIBER OPTIC HEADS N0. HEADS � DUAL MODE 21, 22, 23, 41, NO. 42, 82 31/81 'PEDESTRIAN HEADS 17.89•• LED � 16.08•• Uj HEADS N0. 26, 27, 67, 86 T- ?7S6 /C SIGNAL NOT USE LEGEND 1701 Gomm m parametrix, Inc. DESCRIPTION 9 m �� D Job No.: 95000.00 Ref. North —► ' ' X402 -3207 PEDESTRIAN SIGNAL NERD +Pardini NMI W-em WASHINGTON OREGON CNOw- TYPE HI SIGNAL POLE -�- 283 383 -8728 Lott Sumner Portland D LOOP DETECTOR SL s Bremerton Wrldand TEXAS Houston All mashed appearing herein Constitutes the STREET LIGHT �moldm of ih. IVn.rloon urbon Dwi�n kwoute 0f Plonn Sufte � 5�ottN, INS mgTVton 121 unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. , , , , 0 10 20 40 ArChRects kftlor DNign -2720 (MG) 223 -2742 FIBER OPTIC TELEMETRY BOX 422 -2402 ft I MA of WA b� FR 041 r r r r r e r r r r A A r � SIGNAL DISPLAYS VEHICLE HEADS R G � FIBER OPTIC HEADS N0. HEADS � DUAL MODE 21, 22, 23, 41, NO. 42, 82 31/81 'PEDESTRIAN HEADS 17.89•• LED � 16.08•• Uj HEADS N0. 26, 27, 67, 86 T- ?7S6 /C SIGNAL NOT USE LEGEND EXIST PROP DESCRIPTION 9 m TYPE 1 JUNCTION 80X � D TYPE 11 JUNCTION BOX ---D —► VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL NERD VEHICLE PREEMPTION HEAD C111111111111111110- TYPE 11 SIGNAL POLE CEO- CNOw- TYPE HI SIGNAL POLE -�- -�- SIGN ON MAST ARM ❑ D LOOP DETECTOR � SIGNAL CONTROLLER 00 STREET LIGHT Q] m FIBER OPTIC TELEMETRY BOX DESIGNED C. M. CLARK •- �. DRA: QQ KD: SCALE: CDC 1 "= 20' -0" / RECOM. CONTRACT: King County C03057C APP VED . NEW STREET NAME SIGNS BURNETT AVE. S s S 2ND ST. sz LEFT TURN YIELD ON GREEN I R10 -12 24 "X30" S3 PHASING SEQUENCE r, NOT USE NOT USE NOT USE .E > Department of Transportation - Transit Division RENTON TRANSIT CENTER CITY OF RENTON SIGNAL PLAN r. UfA I t: 6 -6 -00 FILE 23040729 owc. No. C22 � l� , ,'�- -� „��.,1' -t! ��, SCANNEp NOV • � 2�Q3 •. _J o _ o � �o co M U J.& DPI JJ9L O( J.B. CONTROLLER CABINET 5C 2CS 5C �-- 04 + 07 � SIEE aJECn�u Pw4s Lj CALL A 942 FOR LKWTING �945 �— J C 10 o CJ�LL. 8 982 J -B. 985 .. W Q 961 06 0 z Cr W CALL C 965 8, PHASING SEQUENCE n LLJ 0 Q a 921, PREEMPT C, 925 , 84 82 SE*tst�t A 0 1 USED USED 05 ~ 816 I I GO � U 817 NEW 942 02 j 06 Q �- C n Z 826 NO. 1 945 � � 2 � O Lis 828 acs ,03 NOT 'S 829 USED ''� !�7 Z ice— Z �0 3 836 NEW C U Li 837 04 08 POLE NO' C4 741 d polo Y Li.l ° 4 848 742 H' 0i i-- a- 849 = 743 HM � 5 856 744 MAI 745 N Z 866 \ a 0 V) 721 867 �1*14, 0 722 a $ o cD co cc �n co cO 723 PPB 868 � 8 _TT 69 °za Q 1 HEAD 67 = 4 724 7 71,7 876 0 = a HAND 761 ^ �� V) 725 W J U Vf O J a I n N I O I� 0 O J CL M M n g 19 C4 IV x to E \E a 0 -� o CL �y z J 7(j g NWow UU Ql Qi o Ref. North � .�C_ Q 15 Q C < (2533 W3- -8728 fax V� �T4 �W Q- IZ SCALE: \ C o' V v t` E n e American n of mar' � Plonnfnq lw Sea, WaWngton E \E a 0 F— Z z C �y z J 7(j g NWow UU Ql Tacoma, waehington Ref. North < llv� +F ni \ .-- 1 (2533 W3- -8728 fax ai Mernbs of Anohftob" 1000 Umora St. Sufte 445 SCALE: F— Z z C �y z J 7(j g NWow UU Ql Tacoma, waehington Ref. North < z 0 O Z • N TO SERVICE CABINET Parametrix, Inc. Job No.: WASHINGTON OREGON Sumner Portland Oremerton TEXAS 95000.00 Kirkland Houston All material appearing herein constit:ites the unpublished and original work of the Architect and may not be duplicated. used, or disclosed without the written consent of the Architect. Y DESIGNED Tacoma, waehington Ref. North X) llv� +F ni W3 -8700 .-- 1 (2533 W3- -8728 fax Mernbs of Anohftob" 1000 Umora St. Sufte 445 SCALE: V KM8 n e American n of mar' � Plonnfnq lw Sea, WaWngton � m Y RECOM. 88121 -2720 V (206) 223 -2742 APPROVED / +v � 6 X 8 Y yyW 3 � W O V 1Q_ a. Q w Q 0 r m z 0 O Z • N TO SERVICE CABINET Parametrix, Inc. Job No.: WASHINGTON OREGON Sumner Portland Oremerton TEXAS 95000.00 Kirkland Houston All material appearing herein constit:ites the unpublished and original work of the Architect and may not be duplicated. used, or disclosed without the written consent of the Architect. __, FtID L �9 206) 622 -9442 fox v HEAD 62 HEAD 61 PREEMPT SENSOR C MAq F Ft Q42 1701 Commerce DESIGNED Tacoma, waehington Ref. North X) llv� +F ni W3 -8700 .-- 1 (2533 W3- -8728 fax Mernbs of Anohftob" 1000 Umora St. Sufte 445 SCALE: KM8 n e American n of mar' � Plonnfnq lw Sea, WaWngton CONTRACT: RECOM. 88121 -2720 0 10 20 40 tnbrbr OaNgn (206) 223 -2742 __, FtID L �9 206) 622 -9442 fox v HEAD 62 HEAD 61 PREEMPT SENSOR C MAq F Ft Q42 1 PREEMPT SENSOR B SEE ELECTRICAL jr,4dWL27*To6/0 Department of Transportation — Transit Division DATE: 6 -6 -00 RENTON TRANSIT CENTER 2I3040733 CITY OF RENTON DWG. N0. SIGNAL WIRING DIAGRAM SHT C 2). 3 0 F T. �,r6 � o SCANNED NOV - 7 2003 0 4 0 DESIGNED C.M. CLARK .-- 1 DRA: C D: SCALE: KM8 NTS CONTRACT: RECOM. King County C03057C APPROVED / +v 1 PREEMPT SENSOR B SEE ELECTRICAL jr,4dWL27*To6/0 Department of Transportation — Transit Division DATE: 6 -6 -00 RENTON TRANSIT CENTER 2I3040733 CITY OF RENTON DWG. N0. SIGNAL WIRING DIAGRAM SHT C 2). 3 0 F T. �,r6 � o SCANNED NOV - 7 2003 0 4 0 Z Yl W 0- W ts� J U N 0 J a N i 0 0 J a W cc x F [L� r, h d I 0 .00. s 0 AND ONE STREET NAME SIGN. INSTALL ' ONE PREEMPTION DETECTOR. #12 TWISTED PAIRS 2CS CONSTRUCTION NOTES 5C 8 4 t N INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE 11 POLE WITH A 25 —FOOT MAST ARM. INSTALL NEW SIGNAL DOLE FOUNDATION AND TYPE 11 POLE WITH A 30 —FOOT MAST ARM. REMARKS t° INSTALL TWO NEW SIGNAL HEADS, ONE LED PEDESTRIAN SIGNAL HEADS WITH TYPE E $ i INSTALL TWO NEW SIGNAL, HEADS, TWO LED PEDESTRIAN SIGNAL HEADS WITH TYPE E I I t° -µ-° z Z r ONE STREET NAME SIGN. INSTALL ONE PREEMPTION DETECTOR. MOUNTING HARD'W'ARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, ONE TERMINAL 60X, aMINO- L.Lio z Cr. 1.5 4 TYPE III SIGNAL POLE ONE P.10 -12 SIGN AND ONE STREET NAME SIGN. INSTALL ONE PREEMPTION DETECTOR. a I Instlbite of Planning p8121 -2720 e INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE !I POLE WITH A 35 —FOOT MAST ARM. HEADS WITH TYPE E MOUNTING HARDWARE AND TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS (2011) 223 -2742 - INSTAL_ TWO NEW SIGNAL HEADS, TWO LED PEDESTRIAN SIGNAL HEADS WITH TYPE E 7 z Of �-- _. IuIOUNTIMG HARDWARE TVVO PEDESTRIAN PUSH BUTTONS WITH SIGNS ONE TERMINAL 60X STREET LIGHT W AND ONE STREET NAME SIGN. INSTALL ' ONE PREEMPTION DETECTOR. #12 TWISTED PAIRS 2CS 3CS 5C 8 4 t� INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE 11 POLE WITH A 25 —FOOT MAST ARM. PULL WIRE REMARKS 1 INSTALL TWO NEW SIGNAL HEADS, ONE LED PEDESTRIAN SIGNAL HEADS WITH TYPE E $ i w © MOUNTING HARDWARE, ONE PEDESTRIAN PUSH BUTTON WITH SIGN, ONE TERMINAL BOX, AND PEDESTRIAN SIGNAL HEAD -µ-° z Z r ONE STREET NAME SIGN. INSTALL ONE PREEMPTION DETECTOR. aMINO- L.Lio z Cr. 1.5 4 TYPE III SIGNAL POLE Z Q REMOVE EXISTING SIGNAL /STREET LIGHT POST. INSTALL TWO NEW LED PEDESTRIAN SIGNAL Instlbite of Planning p8121 -2720 ~Li C;6� HEADS WITH TYPE E MOUNTING HARDWARE AND TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS (2011) 223 -2742 MMI z Of ON NEW STREET LIGHT POLE. SEE LIGHTING PLANS FOR STREET LIGHT INSTALLATION, AND a STREET LIGHT Q iC!) ILLUMINATION WIRING. NEW STREET LIGHT SHALL BE PLACED ON EXISTING STREET LIGHT af C) w z FOUNDATION. x - >- t,_; I I ' z z INSTALL ONE NEW LED PEDESTRIAN SIGNAL HEAD WITH TYPE E MOUNTING HARDWARE AND ' - - -- 0 U LJ ONE PEDESTRIAN PUSH BUTTON WITH SIGN ON NEW STREET LIGHT POLE. SEE LIGHTING -c �-- � z P Q LANS NEW FOR STREET LIGHT INSTALLATICN. ® ® ® ; w ® ; W wn f~— 6 INSTALL NEW CONTROLLER FOUNDATION, PAD, AND CONTROLLER CABINET TYPE P. INSTALL c x W CABINET WITH DOOR ON THE SOUTH SIDE. LOCATE SW CORNER OF FOUNDATION AT STATION I C C C C C C jF { ry 15 +01.79, 34.88' RT. : t SS ::D - - - -- - Cn ? REMOVE EXISTING SIGNAL /STREET LIGHT POST. REMOVE FOUNDATION A MINIMUM OF 2 FEET BELOW FINISHED GRADE. W 6 00 'i , - '!�� - 8 REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED WIRING. ABANDON AND CUT OFF 5 „ s g , a0 EXISTING CONDUIT TO BELOW FINISHED GRADE. - - - - -- --- - - - - -- I ® T- -; ° REMOVE EXISTING SIGNAL POST AND CONTROLLER. REMOVE FOUNDATION A MINIMUM OF 2 ___ __ i 1 4 z �.- 9 FEET BELOW FINISHED GRADE. fw 4 ' ' 00 0 :Z-' l 1 7 L_ — — — — 4 _ 10 INSTALL NEW FOUNDATION, PAD, AND SIGNAL SERVICE CABINET. LOCATE NW CORNER OF '" I ; +"' ® _ w - z .aw FOUNDATION AT STATION 15 +09.7 4. 9' ` - - _ �-- W a 2, 3 8 RT. - - 7 42 7 1 REMOVE EXISTING JUNCTION BOX. EXTEND EXISTING CONDUIT TO NEW TYPE II JUNCTION BOX. +- L 15yoo o A 8 - - - - -- - - - -- �3 M E 12 ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE. 1 ' �N GENERAL NOTES (TYP) 2 BURNETT AVE 8 83 _v (V 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS WITH TUNNEL VISORS AND SQUARE DOORS, EXCEPT WHEN NOTED. 6 $,4 12 $ 2. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE LED HEADS WITH TYPE E MOUNTING HARDWARE. _ _ _ _ - - �1°� _ Q� PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD PLAN - -� --- - - - --- _ core . -i- - -- i- ° J024 AND J025. 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE L MOUNTED, UNLESS OTHERWISE NOTED. 13 U ®� � GP �- 4. ALL NEW SIGNAL POLES SHALL HAVE A POLE MOUNTED TERMINAL BOX. ' X 10 2 14 15 11 11 0 5. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE \ _ PARALLEL CONDUITS IN ONE TRENCH. \ \ 7 `'= 6. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC \ REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP AREAS. �I t � 1 SS A i A J3 JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. Y Y 7. SALVAGE ALL EXISTING HARDWARE, LUMINAIRES, POLES, AND CONTROLLER CALLED OUT TO BE Cr \ REMOVED AND DELIVER TO THE CITY OF RENTON SHOPS. 8. ALL LOOPS SHALL BE 6 FOOT BY 6 FOOT. LOOPS ARE TO BE CENTERED IN THEIR RESPECTIVE \ LANES AND LOCATED AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. n x WIRE SCHEDULE — NEW WIRE ONLY \ �� a 11111 z 0 RUN NO. CONDUIT SI E IN. #12 TWISTED PAIRS 2CS 3CS 5C 8 4 2 6 PR (INTER- CONNECT PULL WIRE REMARKS 1 SAWC UT --► VEHICLE SIGNAL HEAD -� -w-► PEDESTRIAN SIGNAL HEAD -µ-° -»-► VEHICLE PREEMPTION HEAD aMINO- 2 1.5 4 TYPE III SIGNAL POLE -�_ Instlbite of Planning p8121 -2720 0' 10' 20' 40' Ar+6 t h I to IntoRx Design (2011) 223 -2742 MMI 3 3 09 STREET LIGHT 2 REMOVE EX SIGNAL WIRES 4 EX 2 m 1 2 BOX REMOVE-- EX SIGNAL WIRES 5 2 1 2 6 3 1 4 7 3 1 1 6 2 1 SPARE 8 3 1 2 9 2 1 10 EX 2 1 3 REMOVE EX SIGNAL WIRES 11 3 1 3 12 3 3 1 6 2 SPAR 13 2 2 SERVI CONTROLLER- 14 2 2 POWER-SERVICE 15 3 2 6 2 1 SPAR 16 1 1.5 2 a it Parametrfx, Inc. Job No.: 95000.00 WASHINGTON OREGON Sumner Porttand Bremerton TEXAS Klrktand Houston All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. BURNETT AVENUES & S 3RD STREET SIGNAL PLAN SCALE 1 " = 20' t 3 24" DI / L W w w 107'METRO METRO — —sS — METRO 17+ '- A �, a 0 SIGNAL DISPLAYS VEHICLE HEADS R Y FIBE OPTIC G � DUAL ODE —� � HEADS NO. HEADS N0. 42, 61. 62. 72. 71/41 819 82 PEDESTRIAN HEADS 17.89" LED � 16.08 it) HEADS N0. 26, 279 66, 67 46, 47, 86, 87 NEW STREET NAME SIGNS UGT r— B RNETT AVE. S1 S 3RD ST. s2 N LEfT TURN YIELD - -SS Ess ON GREEN � S3 — - R10 -12 � 24 "X30' PHASING SEQUENCE SS SS -SS I 01 0 ■ ® W ® ® 02 GP 03 04 T- ?7S6 /E MAq�F pF w�■S Cl DESIGNED C. M. CLARK DRA: CHKD: SCALE: CDC 1"-20'-0" RECOM. CONTRACT: � L C03057C �s/pN King County APP vE r� I NOT USED 1701 canrrt+.ros LEGEND ;=2"73207 Washington Ref. North itt+F%rdni (253) 363-8700 m TYPE I JUNCTION BOX 25 383 -8728 foot O TYPE II JUNCTION BOX 1000 St, --► VEHICLE SIGNAL HEAD -� -w-► PEDESTRIAN SIGNAL HEAD -µ-° -»-► VEHICLE PREEMPTION HEAD aMINO- The not urban Design 8i w Mbshington TYPE III SIGNAL POLE -�_ Instlbite of Planning p8121 -2720 0' 10' 20' 40' Ar+6 t h I to IntoRx Design (2011) 223 -2742 MMI (208) 822 -9482 foot t 3 24" DI / L W w w 107'METRO METRO — —sS — METRO 17+ '- A �, a 0 SIGNAL DISPLAYS VEHICLE HEADS R Y FIBE OPTIC G � DUAL ODE —� � HEADS NO. HEADS N0. 42, 61. 62. 72. 71/41 819 82 PEDESTRIAN HEADS 17.89" LED � 16.08 it) HEADS N0. 26, 279 66, 67 46, 47, 86, 87 NEW STREET NAME SIGNS UGT r— B RNETT AVE. S1 S 3RD ST. s2 N LEfT TURN YIELD - -SS Ess ON GREEN � S3 — - R10 -12 � 24 "X30' PHASING SEQUENCE SS SS -SS I 01 0 ■ ® W ® ® 02 GP 03 04 T- ?7S6 /E MAq�F pF w�■S Cl DESIGNED C. M. CLARK DRA: CHKD: SCALE: CDC 1"-20'-0" RECOM. CONTRACT: � L C03057C �s/pN King County APP vE r� I NOT USED NOT USED LEGEND NOT USED PROP DESCRIPTION � _SIGNAL LEGEND EXIST PROP DESCRIPTION � m TYPE I JUNCTION BOX 0 O TYPE II JUNCTION BOX --0 --► VEHICLE SIGNAL HEAD -� -w-► PEDESTRIAN SIGNAL HEAD -µ-° -»-► VEHICLE PREEMPTION HEAD aMINO- TYPE II SIGNAL POLE TYPE III SIGNAL POLE -�_ SIGN ON MAST ARM O ❑ LOOP DETECTOR � m SIGNAL CONTROLLER 09 STREET LIGHT m m FIBER OPTIC TELEMETRY BOX Department of Transportation - Transit Division DATE: s -s -oo FILE RENTON TRANSIT CENTER 23040728 CITY OF RENTON DWG. N0. SIGNAL PLAN CU C21 C' °., SCANNED NOV • 7612DJ3 m 0 up vs Q. U) x W a- CL W U of H O J a c� i M i n 0 0 J a m M n O N X I 4 4 FZOLL rl E �- ii .: , FFt . 0 4 4' r 1; SCANNED NOV - 7 2003 0 0 LA M r� A n t i 4 USTM tQ 33 I i r a) r A 33 YiJ , -► �,..,.�,. •-i•- "�' ,n,..._. _ -- r•-- _T.— ..—Z__ _. _._..�". ",li.'.._."T•• 34 TNi IIE �' c P b Tyr as t i IIE aB � t. mom t 0LL • • ■ t i- `Z �w z CSI I tI? Uj W r-- Q a- cr) IoW= Q E-- m z � 0 Z w Of 75; � 001 Q� r 0 04 II � at DETAILS NOT INDICATED ON THIS SHEET, TRAFFIC II� Z 4 — REFER TO MECHANICAL PLANS FOR SITE Op PLUMBING AND FIXTURES. FEATURES. 3E }." Z 2 _W I— w a a Uof 20 6 223 -2742 oo 622 --9462 fax �E King County ,. E r =� c Cm 00 a0 75; � 001 Q� r 0 04 II � 1111111111 11'01 11111111111111111 10 +00 1 46 2 TRe- {ii 'ft Ijf6 4 it :r �--- 11 +00 • � 34 32~ 33 34 1 , EXISTING BUILDING BURNETT AVENUE EXISTING BUILDING SITE PLAN GENERAL NOTES 1 — REFER TO CIVIL DRAWINGS FOR: ALL SITE DIMENSIONS, Om DETAILS NOT INDICATED ON THIS SHEET, TRAFFIC t� SIGNAGE AND STRIPING, UTILITY LOCATIONS, JOINT TYPES / DIMENSIONS AND COORDINATES LOCATING SITE 4 — REFER TO MECHANICAL PLANS FOR SITE 253 PLUMBING AND FIXTURES. FEATURES. I 2 — REFER TO LANDSCAPE PLANS FOR LANDSCAPING AND ON STRUCTURES AND LIGHT POLES. OTHER FEATURES NOT SHOWN. 98121 -2720 20 6 223 -2742 M 6 622 --9462 fax C03057C King County APPROVED 1B D 1111111111 11'01 11111111111111111 10 +00 1 46 2 TRe- {ii 'ft Ijf6 4 it :r �--- 11 +00 • � 34 32~ 33 34 1 , EXISTING BUILDING BURNETT AVENUE EXISTING BUILDING SITE PLAN GENERAL NOTES 1 — REFER TO CIVIL DRAWINGS FOR: ALL SITE DIMENSIONS, 3 — REFER TO ELECTRICAL PLANS FOR SITE DETAILS NOT INDICATED ON THIS SHEET, TRAFFIC LIGHTING AND FOR LOCATIONS OF METERS. SIGNAGE AND STRIPING, UTILITY LOCATIONS, JOINT TYPES / DIMENSIONS AND COORDINATES LOCATING SITE 4 — REFER TO MECHANICAL PLANS FOR SITE 253 PLUMBING AND FIXTURES. FEATURES. 5 — REFER TO SIGNAGE PLANS FOR SIGNAGE 2 — REFER TO LANDSCAPE PLANS FOR LANDSCAPING AND ON STRUCTURES AND LIGHT POLES. OTHER FEATURES NOT SHOWN. 98121 SITE PLAN KEY NOTES 0 NOT USED THIS SHEET Q2 NOT USED THIS SHEET 13 NOT USED THIS SHEET ® NOT USED THIS SHEET 0 LANDSCAPE AREA (TYP.), SEE LANDSCAPE SHEETS L1.2, L2.2 © TREE WELL /GRATE /TREE TYP., SEE LANDSCAPE SHEET L3.2 1 HANDICAP RAMP — SEE CIVIL FOR VARIED CONFIGURATIONS & DETAILS ® NOT USED 1 TYPICAL BENCH SEE SPECS. 10 NOT USED THIS SHEET 11 SEE CIVIL SHT. C17, C18, FOR ARROWS, STRIPING, TYP. 1� NOT USED THIS SHEET 1 NOT USED THIS SHEET 14 HYDRANT ACCESS PANEL, TYP. REFER TO M ECH. M1.1 1© NOT USED THIS SHEET Job No.: 97032.00 Ref. North '. +iardan' Members of Architecture The American Urban Design A.II material oppebring herein constitutes the Institute of Planning unpublished rind original work of the Architect s rrf� AIChItCCts InterlorDeSl n and may not be duolirated, used, or d,sclosed v 20 l-— g without the written consent of the Architect. ROLL '�1'91 1701 Commerce — Tacoma, Washington 98402 -3207 253 383 -8700 253 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 20 6 223 -2742 M 6 622 --9462 fax F I;t ITECT "I raralnl- A" OF wASHIacrorl 045 1 fi NOT USED THIS SHEET Q NOT USED THIS SHEET 18 NOT USED THIS SHEET i 9 NOT USED THIS SHEET NOT USED THIS SHEET 2� UP —LIGHT FOR TREE. SEE ELECTRICAL SHEET EO.0 METAL RAILING, REFER TO 3,4/A3.3 4/A3.2 A,B,3,4A/3.3 & A,B /A3.4 METAL TRASH RECEPTACLE. 4 NOT USED THIS SHEET LIGHTED CROSSWALK SYSTEM, WITH BOLLARDS. SEE CIVIL AND ELECTRICAL. NEW CROSSWALK STRIPING AS INDICATED © NOT USED THIS SHEET NOT USED THIS SHEET ® COLOR #1, COLORED CONCRETE. 19 NOT USED THIS SHEET © NOT USED THIS SHEET ® COLORED CONC. PAVER. 19 NATURAL COLORED CONCRETE. 34 NATURAL COLORED CONCRETE CURB 1 III IIII II II11II II IIII I 1 15 +00 39 . 1 l: 261 C36 .� 23/ 26 f f / 7 1 1�• � b 1 1 - j f /I (35�/ / , r l I � Ig EXISTING PAVING I I I 1 1 TRENCH DRAIN, REFER TO CItt---bRAWINGS NOT USED THIS SHEET i NOT USED THIS SHEET Ig SEATTLE PUBLIC UTILITIES (S.P.U.) UNDERGROUND WATER LINES. REFER TO CIVIL DWGS. 40 UTILITY EASEMENT (S.P.U.), SEE CIVIL FOR EXACT LOCATION. 4 RELOCATED "COBRA" STREET LIGHT, ON NEW FOUNDATION 4? RELOCATED DECORATIVE, STREET LIGHT, RE— PAINTED, TYP. NEW FOUNDATION. RE— ATTACH BANNERS. REFER TO ELEC. EO.0, E1.2 19 RELOCATED CLOCK TOWER ON NEW FOUNDATION. MAINTAIN SAME ORIENTATION. REPAIR AND AS NEEDED AFTER RELOCATION. SEE STRUCTURAL AND ELECTRICAL DRAWINGS. 4© NOT USED THIS SHEET 4g DISPENSER PEDESTAL, REFER TO SPECS. SEE CIVIL FOR BALANCE OF WORK THIS AREA. 4 NOT USED THIS SHEET T - ?75b ?O Department of Transportation — Transit Division DATE: - 06/06/00 -TFILE RENTON TRANSIT CENTER IFILE_� CITY OF RENTON DWG. NO. A1. 1 SITE PLAN: PHASE 2 '--- - -- SCANNED NOV - 7 ZIIO? 0 DESIGNED M + P DRA: �CHKD: _^ -` SCALE JDM IHB 1 " =20' -0'b _ RECOM. CONTRACT: —_� C03057C King County APPROVED 1B 1 III IIII II II11II II IIII I 1 15 +00 39 . 1 l: 261 C36 .� 23/ 26 f f / 7 1 1�• � b 1 1 - j f /I (35�/ / , r l I � Ig EXISTING PAVING I I I 1 1 TRENCH DRAIN, REFER TO CItt---bRAWINGS NOT USED THIS SHEET i NOT USED THIS SHEET Ig SEATTLE PUBLIC UTILITIES (S.P.U.) UNDERGROUND WATER LINES. REFER TO CIVIL DWGS. 40 UTILITY EASEMENT (S.P.U.), SEE CIVIL FOR EXACT LOCATION. 4 RELOCATED "COBRA" STREET LIGHT, ON NEW FOUNDATION 4? RELOCATED DECORATIVE, STREET LIGHT, RE— PAINTED, TYP. NEW FOUNDATION. RE— ATTACH BANNERS. REFER TO ELEC. EO.0, E1.2 19 RELOCATED CLOCK TOWER ON NEW FOUNDATION. MAINTAIN SAME ORIENTATION. REPAIR AND AS NEEDED AFTER RELOCATION. SEE STRUCTURAL AND ELECTRICAL DRAWINGS. 4© NOT USED THIS SHEET 4g DISPENSER PEDESTAL, REFER TO SPECS. SEE CIVIL FOR BALANCE OF WORK THIS AREA. 4 NOT USED THIS SHEET T - ?75b ?O Department of Transportation — Transit Division DATE: - 06/06/00 -TFILE RENTON TRANSIT CENTER IFILE_� CITY OF RENTON DWG. NO. A1. 1 SITE PLAN: PHASE 2 '--- - -- SCANNED NOV - 7 ZIIO? 0 I c3 r O SITE PLAN GENERAL NOTES O • � 31 t - REFER TO CMd DANWINGS FOR: ALL SITE d11E>N90NS. 3 - RU" TO ELEC7RCLL" PLANS FOR SITE r + DETAILS NOT IND11CATED @ N THIS LOWEET. T JT IC LKITIING MO FOR LOCAT11ONS OF %&-q ASS, 11+00 12 +00 � 13 +00 0 14 +On Alw� STRIPII � 1 4 - RE1`ER TO NEC PLANS I I _ _ _ 15+61.25 � � �' ins � cQVR�►-ES ,� � ao � t � - • � ��— �ar�...i1!!�ti 5.:� iTM�i �-` "� �..�? _ Pl- ti�lil�' *."� '�`"O ;•/i i�S- LOGAN AVENUE la 25 5 REFER TO SKAGE QtANS FOR S.MC,E 2 - REFER TO UMO6CME PLANS FIDR AM ON STRI,ICTLJRES AND iK�4T ELLS. r r OTHER FEATURES NOT SHOWN. W • r 0 t i t i " i N P _ - - - - 1 f i ! Ld Z _ i r V P t j _ Q " - SITE PLAN KEY NOTES 29 -• C ►5 1 r; j ' �1 LINE WT`WEEN PHASE 18 AND PHASE 2. 6� PAVILION ff t�Oti1CR�TE. _ 1 30 REFER TO PHASING PLAN SHEET A1.0 ` Ca-OR # 1. '� N ' e' F l' EXISTM BUILDING fi _ ' - 2Q POINT 621 • SEE SHEET C16. < I _ -` Q POINT 620 SEE SHEET C16. COLOR #2. COLORED CONCRETE. L.LJ t i" F ' I �'� 14 2 - 5 8 (f) % ENCLOSED BUILDING, PART OF CONTINUOUS SHELTER. r COLOR 3 COLORED CONC TH T + ' I E` ` ° 1 ! i 1 # RETE. !S AREA. O o z .Q I ! f _ SEE Si 1T. { /• �� _�� A3.. FOR ENWtGEp PLAfVS. MATCH EXISTING. O ' ..,�„ - 27 Q LANDSCAPE AREA f j 1 f z ,� 16 (TYP.). SEE LANDSCAPE SHEETS / , COLORED CONC. PAVER. 29 1 8 L1.2. L2.2 , Z 22 1 © TREE WELL/GRATE/TREE TYP_. SEE LANDSCAPE W �� / %' ;,, SHEET L3.2 ® NATURAL COLORED CONCRETE. HANDICAP RAMP - SEE CIVIL FOR VARIED NATURAL COLORED CONCRETE CURB P CONFIGURATIONS do DETAILS ' ;J i! - _ 23 •" 8 CONCRETE BUS PAVING AREA, SEE CML DWGS FOR NOT USED ` � DETAILS. JOINT LOCATIONS. AND STRIPING �-- Q ` 28 C)L 1� TYPICAL BENCH NOT USED _ SEE SPECS. 29 10 BIKE RACK W ) FOUNDATION FOR FUTURE SHELTER (FUTURE SHELTER, (� f' i / % (/ 8 BIKE SPACES , SEE SPECS. I N..C.). SEE STRUCTURAL SEE ELECTRICAL FOR , r 22 ` 11 SEE CIVIL SHT• C17, C18, FOR CONDUIT STUBS. C I r' / / j 1 ' S ARROW, STRIPING, TYP. FOUNDATION FOR CURRENT LIGHT POLE /FIXTURE AND f - SEE CNIL SHT_ C19 FOR SIGNING i --� I !� t% i f s;'� . u FUTURE SHELTER (N.I.C.) . SEE CIVIL FOR LOCATION. AND AS SHEETS FOR SIGNAGE, TYP. SEE STRUCTURAL SEE ELECTRICAL �0 Z J , , - 9 { i ' T g 21 1 WATER FOUNTAIN SEE MECH. 2/14111.1. F Hl f l OR CHILLER ®g SEATTLE PUBLIC UTILITIES (S.P.U.) UNDERGROUND WATER LINES. IN P.S.C. SEE MECH. 2/M2.1, ELEC. 11E3.1 REFER TO CIVIL DWGS. I 8 _ ''�� - _ X29 14 HYDRANT ACCESS PANEL, TYP_ C / f f - 4� UTILITY EASEMENT (S.P.U.). SEE CIVIL FOR EXACT Z "t ! ! jt ! _. _.. T REFER TO MECH. M1.1 -LOCATION. 1 (/�� U OO c I !i i _ .� + '� 'Q I \IJJ NOT USED TI 4� RELOCATED 'COBRA' STREET LIGHT. ON NEW FOUNDATION r }- v r` I - , , , 16 TREE GUARDS REFER TO LANDSCAPE DWGS ED DECORAT VE STREET LIGHT RE -PAINTED, z j I :> T 1 4� RELOCAT p W 1 - FOUNDATION. R£- ATTACH BANNERS_ REF T TYP. NEW n W a --� ER 0 ELEC. E0.0, E REMOVABLE BOLLARD, TYP. OF 2 4 RELOCATED CLOCK TOWER N NF1M F A t SEE DETAIL 1 /A6.1. REFER TO SPECIFICATIONS. ® E 0 _ OUND TlON. �� i i _ �" �, 18 FIXED BOLLARD, NP REFER TO SPECS. PAINT T O WA CH°RASNNEEDED AFTER RELOCATION. rT'j 33 - _ SEE STRUCTURAL AND ELECTRICAL DRAWINGS. t1 E i Jf ! 19 - D 4 REMOVE STRIPED AWNINGS ON WEST FACE BUILDING. 19 FIXED, BOLLARD W/ LIGHT, TYP., REFER TO ELEC. EO.0 E 0 i - 27 2�0 LIGHT POLE W/ FIXTURE. REFER TO ELEC. EO.0 DISPENSER PEDESTAL. REFER TO SPECS. 10 D51 i _ o c PIAZZA PARK -� 2 18 T I 2 UP -LIGHT FOR TREE. REFER TO CIVIL FOR BALANCE OF WORK THIS AREA. tL TO BE COMPS ETED ; -- ; _ ` , BY OTHERS SEE ELECTRICAL SHEET E0.0 NEW LIGHT POLE ON MODIFIED, EXISTING FOUNDATION METAL RAILING, REFER TO 3,4/A3.3 4/A3.2 A,B,3,4A/3.3 & AB/A3.4 I � •. - �' 22 k - Ir t j 39 / ! / = 4 d METAL TRASH RECEPTACLE. {{ 4 LIMITS OF TRANSIT CENTER \ j 28 CONSTRUCTION C + LIGHTED CROSSWALK SYSTEM, WITH BOLLARDS. REFER 13G) O TO CIVIL AND ELECTRICAL. I 40 OUTH NEW CROSSWALK STRIPING AS INDICATED I HELTER 1 n p - A2.1 10 �' <> EXTRUDED CONCRETE CURB. 1 K CN Imp I i ASPHALTIC CONCRETE PAVING. i ' ` I / 4 Y i I ��...� 5 ORTH 22 17 _T 1 \ \ - _ -�- MEDAL 0 3 -T �-. z 2 24 47 t I v 0 0 a i f - --T-- r -- -- - -- i_ 1 f _ � r 1 I �L n t ^�I I� l -- i - % / - TYPICAL % I ! I ; TYPICAL SHELTER 1 37 ' 37 ! I 29 25 ° i ( I 32 33 11 SHELTER 1 9 14 - A3.6 I / 1 I .j 3.6 i ! 8 34 -- I I ID / I 5 30 e' 5 21 • / � ► I I � — — ICJ s oo 8 MW � rsoa - -- -- -- -- - -- s�lle■r %�i -- - - - - - - -- - - -- ■ems --- s -- — _ - - -- - - - - -- - - - -- - -- - � XrME is In W TYPICAL U R N E T T AV N U E mammon ONE M �► ■!•TAE ml�r�rr� � own NOV No, i w 9 1 nee - *.* . rxrtt 10 1 +/ EXISTING BUILDING j - -6 - r _ E i I 44 29 TYPICAL I (26r / I 44 _ ., 0 TYPICAL _ 1 H LT R ART DISPLAY PYLONS j 37 1701 Commerce DESIGNE DATE: Tacoma, Washington De artrllent of Trans artation — Transit Division • 98402 -3207 a EGISTERR M+ P p p 06/06/00 Job No.: 97032.00 Ref. North �� +��' ,253 383 -8700 - - — -- _ 2533 383 --8728 fax RCHITECT ' DRA: CHKD: SCALE: FILE 1000 Lenora St. I JDM IH8 1" =201 -0" RENTON TRANSIT CENTER FILE t Members of Architecture Suite 405 ` RECOM. CONTRACT: DWG. NO. The Americon Urban Design Seattle, Washington ardini, A.I.A. �� CITY OF RENTON AU mnshod oppeor in hwork constitutes the Institute of Planning 98121 -2720 AIE OF WASHINGTON C03057C �� ,� onpublished r)nd oriplica work of the Architect Architects Interior Desi n 206 223 -2742 King County and may not he duphcoted, used, "�r disclo3ed � '� 0 70 40 9 APPROVED - without the written consent of the Architect. M6� 622 -9462 fox SITE PLAN, PHA i SE 1 A AND PHASE 16 7 22_s P1 SCANNED _ NOV 72003 ... _ .._..._ „r .. . .emet._...vt!...utx6.Yfd'ellfLm ..Y.•.;v. ._. ..yy I KULL P7�7LL FR V4� it i I a MW � rsoa - -- -- -- -- - -- s�lle■r %�i -- - - - - - - -- - - -- ■ems --- s -- — _ - - -- - - - - -- - - - -- - -- - � XrME is In W TYPICAL U R N E T T AV N U E mammon ONE M �► ■!•TAE ml�r�rr� � own NOV No, i w 9 1 nee - *.* . rxrtt 10 1 +/ EXISTING BUILDING j - -6 - r _ E i I 44 29 TYPICAL I (26r / I 44 _ ., 0 TYPICAL _ 1 H LT R ART DISPLAY PYLONS j 37 1701 Commerce DESIGNE DATE: Tacoma, Washington De artrllent of Trans artation — Transit Division • 98402 -3207 a EGISTERR M+ P p p 06/06/00 Job No.: 97032.00 Ref. North �� +��' ,253 383 -8700 - - — -- _ 2533 383 --8728 fax RCHITECT ' DRA: CHKD: SCALE: FILE 1000 Lenora St. I JDM IH8 1" =201 -0" RENTON TRANSIT CENTER FILE t Members of Architecture Suite 405 ` RECOM. CONTRACT: DWG. NO. The Americon Urban Design Seattle, Washington ardini, A.I.A. �� CITY OF RENTON AU mnshod oppeor in hwork constitutes the Institute of Planning 98121 -2720 AIE OF WASHINGTON C03057C �� ,� onpublished r)nd oriplica work of the Architect Architects Interior Desi n 206 223 -2742 King County and may not he duphcoted, used, "�r disclo3ed � '� 0 70 40 9 APPROVED - without the written consent of the Architect. M6� 622 -9462 fox SITE PLAN, PHA i SE 1 A AND PHASE 16 7 22_s P1 SCANNED _ NOV 72003 ... _ .._..._ „r .. . .emet._...vt!...utx6.Yfd'ellfLm ..Y.•.;v. ._. ..yy I KULL P7�7LL FR V4� it 8 0 N z i g M K71 h N �J 1 V tl I. �Q A CB CC E oFrN Go' oHH OK CL M rl F r A6.4 p 9 1 1F rlH Tw A6._4 �__ '___� rra� rvo ■ a f T1fP. A6.4 -4 TYP. CK WZ w z� Z W .) Cif C. VLid L-Li E-- V) tA- -j WC) I— = U � 7 fY e ROLL .,1 �',91� FR Q41 c;. 7_ /? pj�2,2 sCANNEu NOV • 7 2003 A 4 0 8 a 4M C4 k I V v Cb +; L. a� -o° WATER DIVERTER L_ z c 00 E p u PLUMBING VENT, SEE MECHANICAL I � ! 3 W UOf as 4 M 'E cr- z 5 ,Of 0 Q c v LLJ Z J ,Z LETTER GRIDLINE, TYP. IW I U CY- �— 0 LLJ (D --I N Z L:-� Of� - CN z Q.' U) J Cl- Z 0 0 ::D Z O W _ Q � F-- J Z I 0 U II f i l l +; L. a� -o° WATER DIVERTER L_ z c 00 E 2 PLUMBING VENT, SEE MECHANICAL yz �• L� 3 W UOf as 4 M 'E �E 5 LINE OF ROOF OVERHANG 411 c v a ce �C3 II f i l l it E! 1G V-4 TYP. CA) CB) D' DF 1C A6.4 TYP- �I i C1 (j) ROOF PLAN — NORTH CONTINUOUS SHELTER SCALE: 1/8" = 1' -0" 0• 4' 8' 16' C� KEY NOTES PLANS PREFINISHEG, SHT. MTL.. ROOF -o° WATER DIVERTER 0 1B WATER DIVERTER CONTINOUS - BELOW 2 PLUMBING VENT, SEE MECHANICAL L___J DRAWINGS. SEE 1 E /A6.4 3 PHOTO —CELL, SEE ELECTRICAL DRAWINGS. 4 LOCATION POINT OF STEP IN ROOF, TYP., SEE STRUCTURAL DWG. SHEET S2.2. 5 LINE OF ROOF OVERHANG ABOVE a BASE PLATES OF COLUMNS TO BE AT THE SAME ELEVATION WITHIN EA. LETTER GRIDLINE, TYP. °dl it E! 1G V-4 TYP. CA) CB) D' DF 1C A6.4 TYP- �I i C1 (j) ROOF PLAN — NORTH CONTINUOUS SHELTER SCALE: 1/8" = 1' -0" 0• 4' 8' 16' C� KEY NOTES PLANS A B C E YF ¢ f 4 REF. POINT OF SHELTER SIM. SIM. H ( J K E A6.1 A6.1 I SEE CIVIL DWGS. SHT C16, PT. 620 FOR COORDINATES. _ __ SHELTER PARALELL TO CENTERLINE OF CUT — THROUGH — REFER TO 2/A3.4 FOR DATUM LINE STARTING POINT I 1 I �-�- /AT TOP OF BASE PLATE bmw _ s TYP. � I 7 5 L it _ �L _ _L _ � _!L_ _J_ _ �__ _L JL _ JL _ JL _ L JLJ� _ __ JL _ � _ � 5 . 2 46 6 -06 6 TYP. 4 6 TYP. P TYP. A6.1 ao TYP. NO- LEAN -RAIL SECTION -3 A 77 7- - -- - --� -- - - -� -- " _- - _ll _ - - - _T _ - - IF LEAN -RAIL y - - - - - - - - - - - - - - i _j � --- - - -- - - -- _ 1 1 I i 5 I T ! I ► I I I I 11 SPACES ® 15' -0" = 165' -0" I 1 .4 - 2 3.4 FLOOR PLAN — NORTH CONTINUOUS SHELTER SCALE: 1/8" = 1' -0" 0" 4' 9 1 Teo- *. -17rs 4 0 4 Job No.: 95000.00 All mOtj°!riol nppearinq herein constitutes the unpublisned and original work of the Architect and may not be duplicated, used, or disclose4 without the wr;tten consent of the Architn(t. Ref. North +Pardini Members of Architecture The American Urban Design Institute of Planning Q' 4' 8' 160 Architects Interior Design ROLL I li9 I 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121- -2720 M 206) 223 -2742 6) 622 -9462 fax F I;t 048 PREFINISHEG, SHT. MTL.. ROOF -o° WATER DIVERTER 0 1B WATER DIVERTER CONTINOUS - BELOW 2 PLUMBING VENT, SEE MECHANICAL L___J DRAWINGS. SEE 1 E /A6.4 3 PHOTO —CELL, SEE ELECTRICAL DRAWINGS. 4 LOCATION POINT OF STEP IN ROOF, TYP., SEE STRUCTURAL DWG. SHEET S2.2. 5 LINE OF ROOF OVERHANG ABOVE 6 BASE PLATES OF COLUMNS TO BE AT THE SAME ELEVATION WITHIN EA. LETTER GRIDLINE, TYP. A B C E YF ¢ f 4 REF. POINT OF SHELTER SIM. SIM. H ( J K E A6.1 A6.1 I SEE CIVIL DWGS. SHT C16, PT. 620 FOR COORDINATES. _ __ SHELTER PARALELL TO CENTERLINE OF CUT — THROUGH — REFER TO 2/A3.4 FOR DATUM LINE STARTING POINT I 1 I �-�- /AT TOP OF BASE PLATE bmw _ s TYP. � I 7 5 L it _ �L _ _L _ � _!L_ _J_ _ �__ _L JL _ JL _ JL _ L JLJ� _ __ JL _ � _ � 5 . 2 46 6 -06 6 TYP. 4 6 TYP. P TYP. A6.1 ao TYP. NO- LEAN -RAIL SECTION -3 A 77 7- - -- - --� -- - - -� -- " _- - _ll _ - - - _T _ - - IF LEAN -RAIL y - - - - - - - - - - - - - - i _j � --- - - -- - - -- _ 1 1 I i 5 I T ! I ► I I I I 11 SPACES ® 15' -0" = 165' -0" I 1 .4 - 2 3.4 FLOOR PLAN — NORTH CONTINUOUS SHELTER SCALE: 1/8" = 1' -0" 0" 4' 9 1 Teo- *. -17rs 4 0 4 Job No.: 95000.00 All mOtj°!riol nppearinq herein constitutes the unpublisned and original work of the Architect and may not be duplicated, used, or disclose4 without the wr;tten consent of the Architn(t. Ref. North +Pardini Members of Architecture The American Urban Design Institute of Planning Q' 4' 8' 160 Architects Interior Design ROLL I li9 I 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121- -2720 M 206) 223 -2742 6) 622 -9462 fax F I;t 048 T- Z75'6 ?3 Department of Transportation - 'Transit Division ss`E:, DESIGNED -o° M + P CONTRACT. C03057C DRA: CHKD: JDM IHB RECOM. King County APPROVED — g T- Z75'6 ?3 Department of Transportation - 'Transit Division ss`E:, -o° RENTON TRANSIT CENTER CONTRACT. C03057C CONTINUOUS SHELTER /NORTH FLOOR PLAN, ROOF PLAN C 4) �#' 1.3 4 ft DATE: 12/15/99 FILE FILE DWG. N0. /`1L.2 SCANNED NOV • 7 ZW3 to 0 8 0 t Mill r r v Is F C I CA CB C d E F CG� H I J CK L Q II �� gill �•+ O UGHTING LOCATIONS, OE �c , E O0 of � 3$ z y • T- a`W a. o J E cn U Q C"s fF �E ROOF AND SUPPORTING Z Z w O �-- v F- Z 2/A3.1 FOR REFLECTED CEILING Z O J � U Li W Qf Q II �� gill �•+ O UGHTING LOCATIONS, OE L- Z , E O0 of � 3$ z y • W a`W a. 000-0 �C 10 co vE �o E fF �E ROOF AND SUPPORTING cCX a as Q II �� gill g D7 RCP KEY NOTES PLANS CSHELTER UGHTING LOCATIONS, CENTER BETWEEN RAFTERS. TYP, U.N.O. SEE E2.1 SIGNAGE LIGHTING LOCATIONS, SEE 9 E2.1 10 SIGNAGE AND SIGNAGE SUPPORTS. REFER TO SIGNAGE DRAWINGS. ROOF AND SUPPORTING 11 a 5 2/A3.1 FOR REFLECTED CEILING PLAN — P.S.C_ INTERIOR AND g D7 RCP KEY NOTES PLANS } TYPICAL PAINT COLOR P -1 i CRAFTERS /PURLINS, TYPICAL REFLECTED CEILING PLAN -- NORTH CONTINUOUS SHELTER 2 SCALE: 1 8" = 1'-0" 0" 4' 8' 16' A B C QD OE (:F) QG H J K L M i I I j I i 1 p 2' -10" 2' -10" ( 9 1 EQ. EQ. I I I RCP GENERAL NOTES 1. METAL ROOF SEAMS NOT SHOWN FOR CLARITY 4% Aft 40 41q REFLECTED CEILING PLAN -- SOUTH CONTINUOUS SHELTER AND P.S.C. SCALE: 1/8" = 1' -0 " 0" +. 8. 6• 1701 Commerce Tacoma, Washington Job No.: 97032.00 Ref. North +�t,�'�' 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Members of Architecture Suite 405 The American Urban Design Seattle, Washington All material appearing herein cr�nstitutes the Institute of Planning 98121-2720 unpublished and original work of the Architect f 0 Architects Interior Design 206 223 -2142 and may no' be duplicated. used, or disclosed 4 8 16 g 7V d / ,� '�� without the wrntten consent of the Architect. (206) 622 -9462 fax is it IL L rl a a 19 ... i • 049 DESIGNED �- M _ ±. _ P -- DRA: CHKD. JDM� IH8 RECOM. King County �� APPROVED I Department of Transportation - TransitDivision SCALE. RENTON TRANSIT CENTER coaos ct' CONTINUOUS SHELTERS REFLECTED CEILING PLANS 01 BATE: 06/06/00 FILE FILE—.- DWG. N0. A2.3 T _ 1 SCANNED NOV - 7 - 2003 .� k ft 4 it CSHELTER UGHTING LOCATIONS, CENTER BETWEEN RAFTERS. TYP, U.N.O. SEE E2.1 SIGNAGE LIGHTING LOCATIONS, SEE 9 E2.1 10 SIGNAGE AND SIGNAGE SUPPORTS. REFER TO SIGNAGE DRAWINGS. ROOF AND SUPPORTING 11 STRUCTURE ABOVE SHOWN THESE ARES FOR REFERENCE. REFER TO 5 2/A3.1 FOR REFLECTED CEILING PLAN — P.S.C_ INTERIOR AND EXTERIOR SOFFITS. } TYPICAL PAINT COLOR P -1 i CRAFTERS /PURLINS, TYPICAL REFLECTED CEILING PLAN -- NORTH CONTINUOUS SHELTER 2 SCALE: 1 8" = 1'-0" 0" 4' 8' 16' A B C QD OE (:F) QG H J K L M i I I j I i 1 p 2' -10" 2' -10" ( 9 1 EQ. EQ. I I I RCP GENERAL NOTES 1. METAL ROOF SEAMS NOT SHOWN FOR CLARITY 4% Aft 40 41q REFLECTED CEILING PLAN -- SOUTH CONTINUOUS SHELTER AND P.S.C. SCALE: 1/8" = 1' -0 " 0" +. 8. 6• 1701 Commerce Tacoma, Washington Job No.: 97032.00 Ref. North +�t,�'�' 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Members of Architecture Suite 405 The American Urban Design Seattle, Washington All material appearing herein cr�nstitutes the Institute of Planning 98121-2720 unpublished and original work of the Architect f 0 Architects Interior Design 206 223 -2142 and may no' be duplicated. used, or disclosed 4 8 16 g 7V d / ,� '�� without the wrntten consent of the Architect. (206) 622 -9462 fax is it IL L rl a a 19 ... i • 049 DESIGNED �- M _ ±. _ P -- DRA: CHKD. JDM� IH8 RECOM. King County �� APPROVED I Department of Transportation - TransitDivision SCALE. RENTON TRANSIT CENTER coaos ct' CONTINUOUS SHELTERS REFLECTED CEILING PLANS 01 BATE: 06/06/00 FILE FILE—.- DWG. N0. A2.3 T _ 1 SCANNED NOV - 7 - 2003 .� k ft 4 it 8 a „ 119 N I ~r V $; DOOR SCHEDULE DOOR & FRAME TYPES W1ND0Wqr.Hi=nH1 F wiNOOwTVaFS Q 4 Y z DOOR C) I. C FLOOR: RATING: DOOR: WAINSCOT: NORTH: EAST: LOUVER: FRAME: � WEST: ►'IDWE. DETAILS: REMARKS: NUMBER- REMARKS: M AT.: 1Uz v i MAT.: Uj _ .________ .____ ____� �_ _-. _. _ .___._ GROUP- U ~' Q W 1K°4DTI�f: t~E>•�T: TF�ICIS_. $E: DOOR C) DOOR SIZE: FLOOR: RATING: DOOR: WAINSCOT: NORTH: EAST: LOUVER: FRAME: � WEST: ►'IDWE. DETAILS: REMARKS: NUMBER- REMARKS: M AT.: FIN_: I FIN_: MAT.: - - ��_ _ .________ .____ ____� �_ _-. _. _ .___._ GROUP- MAT_: FIN.: 1K°4DTI�f: t~E>•�T: TF�ICIS_. $E: MAT.: FI>t�.. G1 ASS: vn ®TH: E {EIGHT: APE: MIIAT_: - - Hw. FpH._ GLASS: PT CONIC HEAD- Ma: THRESHOLD: EXT. DOORS TO HAKE U -VALUE PER SPEC. f - 0 3 1 4 Q a 3 - � A �. PT T�EMMP � - _ 103A 3' -O' T -0' / 1 3/4' - 8 - 9 - HM. HIM. --- PT PT - - - - - HM_ _ _ _ _ - - TEAM_ PT. - PT_ - U1TCH -- -. - HATCH RETRACTION 2 2 i 04A 30 _ 01 -r-0,0 t ? `4' - R f4M1 _ PT - T- - - - - HM! _ PT. _ : 3 FINISH SCHEDULE ROOM NO.: OPENING ROOM NAME: FLOOR: BASE: WAINSCOT: NORTH: EAST: SOUTH: :T � WEST: ' TEMPERED C£IUNG: 0• REMARKS: M AT.: FIN_: MART.: FIN_: MAT.: FIN-: HEIGHT: MAT.: FIN.: MAT_: FIN.: GMAT.-. FIN.: MAT.: FEN_: MAT_: FIN.: HEIGHT: 101 102 OFFICE CLEAR GLASS TYP. CONIC SEAL - - - - - GWB PT GWB PT -_ - PT GWB CT- CT - - - GWB PT GW8 PT _ - CT - - CT - - -- PT GWB PT ACT _ GWB GWB OPEN WHITE PT PT - 7' -10' T -10' : _ r -10' VARIES CT W/ _METRO STANDARD COLORS _ CT W/ METRO STANDARD COLORS SEE NOTE UNISEX - (FOR PUSUC) CT - CT - - - - _ CT - CT 103 UNISEX (FOR OPERATORS) CT - CT - - - - CT - CT -- - - - - -- -- - - - - CIONC. SEAL Re. GWB PT G1IU8 12 WINDOW OPENING SIZE: FRAME: LL_ z 'E E DETAILS: REMARKS: ? TYPE: ( 0 ' TEMPERED 2227 WILD SAGE W W a ' C) Of - � j STAINLESS STEEL KICK PLATE ON = --�- -- -MAT.. SLATE GREY a� i�E#GHT: c GLASS: FttY�.: RATING: HEAD: .pAA�6: 1. 5ll.L: " C9 A 5' -8" 4' -6' ALUM_ TEMP. FACT. CLEAR GLASS TYP. TEMP. OUTER PANE BENJAMIN MOORE 5' -8' VERIFY 12' -10 4'-6' . vERIFY _ -6' ALUM. -,-TEMP. - -,.- ALUM. ALUM_ -- _ _ _- FACT. TEMP. : FACT. _ .. -- - _ -�- TEMiP. 1-Foe.- FACT. CLEAR GLASS TYP _. . CLEAR GLASS TYP. CLEAR GLASS TYP_ ._ _ -- TEMP_ OUTER PANE _ TEMP. OUTER PANE - TEMP. OUTER PANE __ 6 C ID 3' -4' 4' -6' ALUM -� -TEMP. FACT. � � - - - -- _ - - -- - -_ _.-.. CLEAR GLASS TYP. _ TEMP. OUTER PANE r S' -3' i -- - -. - to - -- -- E0 E0 EO E0 E EO E0 EO OPERABLE PASS WINDOW SIZED TO W11HIN WINDOW FRAMES OF TYPES Q W - ' U GENERAL NOTES of LLJ C8 Z 4 - O _ I 3 L �r�2, 3.5' M 1. FOR SITE DEMOL_fTION NOTES SEE CIVIL DWGS. TYP - I` _ A3.2' L M E A C 'TYPE A2 •o "TYPE B Z � z W w Q A3.3 _ C 2. DIMENSIONS* GRID LINES & PERIMETER WALLS " � t� J A3.5� ARE TO FACE OF CONCRETE. ALL OTHER DIMENSIONS Z Cl- C LLJ ARE TO FACE OF STUDS, UNLESS OTHERWISE NOTED. _ A3.5 3 -- (n ry FACE OF CONCRETE 5 EQ SPACES _I F.O.C. FOC ' TOP OF STRUCTURE- T.C.S. _ 0 � �' � I � � � I i ; CLEAR FINISHED DIM. -CLR. 2 ' � EQ EQ M A3.3 4 i j f % z i r- i-1 i �1 i\ r f . I . I_1� " I r. . , I r r. . .. r- .6; A -. :D II ° BRUSHED STAINLESS E LL_ z 'E E OQ ---1 ? 3E ' TEMPERED 2227 WILD SAGE W W a ' C) Of CL..rte Ca /--S.S. KICK PLATES BOTH SIDES OF j STAINLESS STEEL KICK PLATE ON MANUFACTURED mE SLATE GREY a� HEX -HEAD c PANEL r__ a a 2! HEX -HEAD HEX-HEAD C9 :D II r 4ve" '1_._l 06- IQ Is 60 REFLECTED CEILING PLAN - P.S.C. SCALE: 1/4" = 1' -0" - - 0" 2' 4' Job No.: ITEM - _ - _ FINISH COLOR TUBE STEEL RAFTERS P- 1 PRATT & LAMBERT RAFTER TIES 12135 LIGHT COFFEE HOLLOW METAL DOORS & FRAMES CEMENTITIOUS SIDING & BOARD I I j I () i WOOD TRIM 1 METAL STRAPS M -1 BRUSHED STAINLESS FOR COLUMN 2 STEEL 7) ---1 ? BEAM TIES, RIDGE ' TEMPERED 2227 WILD SAGE COLUMNS & MAIN LITE � I /--S.S. KICK PLATES BOTH SIDES OF j STAINLESS STEEL KICK PLATE ON MANUFACTURED I MRP -1 SLATE GREY a� HEX -HEAD KYNAR /HYLAR PANEL FASTENERS ® (6) HEX -HEAD HEX-HEAD i LOCATIONS AS PRATT & LAMBERT MANUFACTURED P -3 #2297 WINDHAM ROOFING F O BENJAMIN MOORE TUBE STEEL ® P -4 WINDSCREEN TYPE B BLACK r 4ve" '1_._l 06- IQ Is 60 REFLECTED CEILING PLAN - P.S.C. SCALE: 1/4" = 1' -0" - - 0" 2' 4' Job No.: ITEM - _ - _ FINISH COLOR TUBE STEEL RAFTERS P- 1 PRATT & LAMBERT RAFTER TIES 12135 LIGHT COFFEE HOLLOW METAL DOORS & FRAMES CEMENTITIOUS SIDING & BOARD I I j I () i WOOD TRIM 1 METAL STRAPS M -1 BRUSHED STAINLESS FOR COLUMN 2 STEEL TUBE STEEL COLUMNS P -2 SHERWIN WILLIAMS BEAM TIES, RIDGE ' TEMPERED 2227 WILD SAGE COLUMNS & MAIN LITE BEAMS /--S.S. KICK PLATES BOTH SIDES OF j STAINLESS STEEL KICK PLATE ON MANUFACTURED I MRP -1 SLATE GREY ROOFING HEX -HEAD KYNAR /HYLAR PANEL FASTENERS ® (6) HEX -HEAD HEX-HEAD UNDERSIDE OF LOCATIONS AS PRATT & LAMBERT MANUFACTURED P -3 #2297 WINDHAM ROOFING PANEL BENJAMIN MOORE TUBE STEEL ® P -4 WINDSCREEN TYPE B BLACK BOLT HEADS, NUT'S INTERIOR ELEVATIONS. & WASHERS 8 SOAP DISPENSER CONCRETE STEM WALL INTERIOR, WALL - MOUNTED CLOCK. SEE SEAL -- INTERIOR, ELEVATIONS. ALUMINUM STOREFRONT GRAB BAR FACTORY FINISH TO ' 10 TO MATCH COLOR 23 5' -0" ADA CLEARANCE RADIUS P -4 KEY NOTES R.C.P. RECESSED, EXTERIOR, CLOCK. SEE EXTERIOR ELEVATIONS. c� W 6 I �y I V W A3.3 � OCO ILL Co ,qjjq A3.5 3 A3.2 8 N A3.5 J I 46 ? . `�/ 101A 4 1 TYP O I Go C%4, cV 1024 15 .r, ! L I l 1 GWB SOFFIT [7-I�" 2 EXPOSED ROOF FRAMING (REFER TO A /A2.3), 6 5 HVAC EQUIP., & INSULATION, SEE 3/M2.1 9 UTILITY CLOSET 3 24" X 48" FLUORESCENT LIGHT FIXTURE, o 04 19 TYP. REFER TO ELECT. DWG 1/E3.1 tO 18 \` 16 ` 4 8" X 8" SURFACE MOUNTED, FLUOR., FIXT. W/ MOTION SENSOR. REF. TO ELECT. 2/E3.1 o m 1o4A ®• - - - 5 LINEAR, FLUORESCENT LIGHT FIXTURE, TYP. o REFER TO ELECTRICAL DWG 2/E3.1 - - - V) 6 DOWN -LIGHT FIXTURE, W/ MOTION SENSOR. 7F. 0 BLDG U. REFER TO ELECTRICAL DWG 2/E3.1 5' -10" O I FE I EQ. EXTERIOR SOFFIT, CEMENTITIOUS BOARD. - ---� - EQ. 7 SEE BUILDING SECTION 3/A3.5 -^ 8 SUPPLY, RETURN, TYP. SEE MECHANICAL DWG M2.1 C 9 VENT / FAN, TYP. L A3.5 A SEE MECHANICAL DWG M2.1 10 " REFER TO ELECT. DWG 1 E3.1 FIXTURE. FLOOR PLAN P. S. C. SCALE: 1/4" w 1'-0" 0" 2' 4' g' REF. POINT OF BLDG. POINT 621 SEE CIVIL DWGS. SHT C16 FOR COORDINATES i IttP. 103A FL 1 E:: 4 i i M I TYPE C oo N i i 11 4J f� ! co TYPE D N ' i WINDOW TYPES CONTRACTOR IS RESPONSIBLE TO VERIFY ALL WINDOW DIMENSIONS PRIOR TO FABRICATION. 6" 2' -0" MEDALLION REFER TO 3/A6.1 r-- 2" H.M. FRAME, TYP. % NOT USED 2 UTILITY SHELF W/ r-- INSULATED 1--- HOOKS. 8" X 30" 0 42" A.F.F. ' TEMPERED �- H.M. DOOR, TYP. 4 i i M I TYPE C oo N i i 11 4J f� ! co TYPE D N ' i WINDOW TYPES CONTRACTOR IS RESPONSIBLE TO VERIFY ALL WINDOW DIMENSIONS PRIOR TO FABRICATION. 6" 2' -0" MEDALLION REFER TO 3/A6.1 r-- 2" H.M. FRAME, TYP. % NOT USED 2 UTILITY SHELF W/ r-- INSULATED 1--- HOOKS. 8" X 30" 0 42" A.F.F. ' TEMPERED �- H.M. DOOR, TYP. 3 LITE EQUIPMENT LOCATED IN UTILITY CLOSET. /--S.S. KICK PLATES BOTH SIDES OF j STAINLESS STEEL KICK PLATE ON -i`- DOOR W/ S.S., EXTERIOR SIDE OF HEX -HEAD DOOR W/ S.S., 0o I FASTENERS ® (6) HEX -HEAD HEX-HEAD I LOCATIONS AS FASTENERS � (6) ' '' %''�''�'� + g INDICATED, TYP. %'' LOCATIONS, AS BOT. EDGE ® 36" A.F.F. INDICATED, TYP. TYPE A MIRROR, TYP. ® SINKS. SEE TYPE B DOOR &FRAME TYPES Ir4m 2',T,6 2 5 KEY NOTES- P.S.C. PLAN t MEDALLION REFER TO 3/A6.1 15 NOT USED 2 UTILITY SHELF W/ SEE MECH., ELEC. AND LANDSCAPE HOOKS. 8" X 30" 0 42" A.F.F. 16 DRAWINGS /SPECS. FOR OTHER ITEMS/ 3 SEAT COVER DISPENSER EQUIPMENT LOCATED IN UTILITY CLOSET. 4 S.S. COAT HOOKS 0 42" A.F.F. 1 7 ACCESSIBLE PUBLIC PHONE, FURNISHED A AND INSTALLED BY UTILITY CO. 18 ILLUMINATOR, REFER TO E /A3.1 AND SPECS. 5 SANITARY NAPKIN RECPTACLE a. 6 RECESSED, ELECTRIC, HAND -DRYER g FLOOR DRAIN, SLOPE FAR. 1 /4 " /FT TO BOT. EDGE ® 36" A.F.F. DRAIN. REFER TO MECH. DWGS. MIRROR, TYP. ® SINKS. SEE 20 NOT USED INTERIOR ELEVATIONS. 8 SOAP DISPENSER INTERIOR, WALL - MOUNTED CLOCK. SEE 21 INTERIOR, ELEVATIONS. g GRAB BAR 22 FIRE EXTINGUISHER, SURFACE MOUNTED OFCI. 10 NOT USED 23 5' -0" ADA CLEARANCE RADIUS 1 TOILET TISSUE DISPENSER. 24 RECESSED, EXTERIOR, CLOCK. SEE EXTERIOR ELEVATIONS. 12 NOT USED 25 WALL HEATER, BELOW HAND DRYER, SEE ELECTRICAL DWG. E3.1 13 BABY- CHANGING TABLE, BOT. NOTE: 14 EDGE 0 36" A.F.F. 5" X 18" S.S. UTILITY SHELF SEE INTERIOR ELEVATIONS ®36 , A.F.F. BALANCE OF ACCESSORY3LOCATIONS & MOUNTING HEIGHTS X701 Commerce DESIGNED DATE: Tacoma, woshington Department Of Transportation - Transit Division 06/06/00 97032.00 Ref. North Wri +ft�ni 98402 -3207 ,r T REGISTERED M + P p p - 253 383 8700 4 DRA: HO: ,FILE R3� 383 -8728 fax RC TEC SCALE: 1000 Lenora 5t. ' JDM _ IHB 1/4 "�,' -o" RENTON TRANSIT CENTER FILE of Architecture Suite 405 RECOM. CONTRACT: DWG. NO. The American Urban Design Seattle, Washington Pordim, A.I.A. (((- =- - PASSENGER SERVICES CENTER (P.S.C.1 An rUlished n d on ng herein constitutes the Institute of Planning 8121 -2720 STATE OF WASHINGTON '- � C03057C J unpuUlished and original work of the Architect , , , , King County t "' � • 1 Architects Interior Design 206 223 -2742 8 Y - - - ond n,oy not be dupl�rattd, ustd, or disclosed � 2 4 8' 622 --9462 fax APPROVED without the written consent of the Ar(hitect. FLOOR PLAN, REFLECTED CEILING PLAN 1 1. I(``r It . FR 05-0 4) �'- �,�': Z1�' SCANNED NOV - 7 2003 I 0 I IN 8 0 i H I i V k 4 3) 2) C� 4; o g �• 7 __, _ _. .__. _g _ ,,- .4 . I C6 REFER To S3.1 i EAVE EAI REFER To S3.1 _ v �-- P-- F TO SI (�. , _. • EAVE rl - tY � . REFER To 53. 1 �_4 A6.4, .. .. c kREFER To S3.1 ti LL, a z L:. -- ,�►vE a , I }-- © - x NOTE: THIS ELEVATION j TYP. P -1 -" -�%� f SAVE Iz 1'- : A RISE IN GRADE p -2 g w �- P 6.4 : METAL GUARDRAIL W/ K 0 � ! 6.4. ,! TYP. 2 � , � o IN THE DISTANCE. SEE SHOE P :� � 6.3 S.S. LEANIN ^v RAIL NOTE- THIS ELEVATION SHOWS W j / - - - - - - 6.3 N METAL GUARDRAIL w/, ELEVATIONS SHEET A3.3 FOR ; ^ I [ F P A DROP IN GRADE }-- w Cn ^ ' 6.3 j S.S. LEANING RAIL ELEVATION OF THIS GRADE AD.lusr MoUt�mNG eRAcKE�s of P / - k IN THE DISTANCE. SEE SIDE CV CHANGE ALONG THIS EA SECTION OF WINDSCREEN. Md `' i ! ELEVATIONS SHEET A3.4 FOR I Z i �_4 I ;) : ; I CONTINUOUS SHELTER_ ORDER THAT THE WINDSCREEN LEAN E ##` 'i I ' 5 DESCRIPTION OF GRADE 1 W RAILS ARE LEVEL WITH THE LEAN RAIL I _ _ I I ! CHANGE ALONG THIS Ckf _ Q I ADJUST MoUNTI�G 9RACKETS OF - --;\ I , SEE LANDSCAPE PLANS OR S.S. STRAP of THE ADJACENT a i ; ? i CONTINUOUS SHELTER. EA_ SECTION OF WINDSCREEN, IN � y ORDER THAT THE WINDSCREEN LEAN i I I N I I r` FOR PLANTING AREAS SHELTER COLUMN. SEE 2E/A6.3• -� P_4 .: /� I I SEE LANDSCAPE PLANS FOR PLANTING AREAS RAILS ARE LEVEL WITH THE LEAN RAIL I a I i k ` Q i z OR S.S. STRAP :� THE ADJACENT `i � I � � > , , • � _ _ . ._ -�--- I �, I I - W SHELTER COLUMN. SEE 2E/A6.3 I I I w Z w --- - -- _ -- _ - --{- -- a Of E- , o S0. SHELTER -- WEST ELEVATION �NO�.SHE LT -- E R E A S T E L V GENERAL E T � A ION SCALE- 1 4" -- 1 ' 0" i� ,f II a° LL- Z .� 00 0000 3$ Z w F-- W 3 a U Qf CP� 0 +Pard 'v 22 53 383-8700 �o E �E �253� 383 -8728 fax C 1000 Lenora St. a� i� ,f II �r j i 0, 2- 4' r8' C4 Q33 SEE SIGNAGE DRAWINGS SHT AS.A2 MANUFACTURED -- -� ; A FOOFING PANELS® ' 3.5 P.S.C., SHELT E2S, TIP. i RAFTERS AND PURLINS PAINT COLOR P -1 i TYP. TUBE STEEL COLUMNS & FRAMING, TYP. I 'k-PAINT COLOR P -2 COLUMNS, BEAMS, AND RI GE COLUMNS P.S.C.- WEST ELEVATION, SECTION SCALE: 1/4" = 1' -0" 0• 2' 4' 8' 4' -3" TO CENTER REFER TO MECH. 3/M2.1 32" X 26" LOUVER W/ 2" MTL. FRAME 0 HVAC INTAKE, REFER TO MECHANICAL DWG. 3/M2.1 1 � v k- CEMENTITIOUS SIDING W/ 4" X 5/8 ", CORNER & HEAD PLY -TRIM TYP. U.N.O. r � mill PROVIDE EQUAL SIDING EXPOSURES SUCH THAT HEAD TRIM MEETS BOTTOM OF SIDING AS INDICATED. TYP. (4" MAX. EXPOSURE) CONC. STEM WALL - SEAL PAINT COLOR P -1 0 TRIM PAINT COLOR P -1 LOUVERS, TYP. PAINT COLOR P -1 ® SIDING Is a NUNAUL KL?l tK I u PAINT COLOR P -4 SIGNAGE, TYP. SIGNAGE FRAMES, (O.F.I.C.) P.S.C. -- EAST ELEVATION SCALE: 1/4" = 1 P -0" 0" 2' 4' !!' ALUMINUM STOREFRONT TYP. 'OR :CESSORIES AT COLUMN BASE 1701 Commerce 0000 Tocoma, Washington Job No.: 97032.00 �' +Pard � 22 53 383-8700 �253� 383 -8728 fax CL 1000 Lenora St. Members of Architecture Suite 405 All material appearing herein the unpublished l The American Institute of Urban Design Planning Seattle, Washington 98121-2720 f the work of the Architect r + � <7nd priplic and may not be duplicated, used, or disclosed � 2 4 $ ' Architects o � �r j i 0, 2- 4' r8' C4 Q33 SEE SIGNAGE DRAWINGS SHT AS.A2 MANUFACTURED -- -� ; A FOOFING PANELS® ' 3.5 P.S.C., SHELT E2S, TIP. i RAFTERS AND PURLINS PAINT COLOR P -1 i TYP. TUBE STEEL COLUMNS & FRAMING, TYP. I 'k-PAINT COLOR P -2 COLUMNS, BEAMS, AND RI GE COLUMNS P.S.C.- WEST ELEVATION, SECTION SCALE: 1/4" = 1' -0" 0• 2' 4' 8' 4' -3" TO CENTER REFER TO MECH. 3/M2.1 32" X 26" LOUVER W/ 2" MTL. FRAME 0 HVAC INTAKE, REFER TO MECHANICAL DWG. 3/M2.1 1 � v k- CEMENTITIOUS SIDING W/ 4" X 5/8 ", CORNER & HEAD PLY -TRIM TYP. U.N.O. r � mill PROVIDE EQUAL SIDING EXPOSURES SUCH THAT HEAD TRIM MEETS BOTTOM OF SIDING AS INDICATED. TYP. (4" MAX. EXPOSURE) CONC. STEM WALL - SEAL PAINT COLOR P -1 0 TRIM PAINT COLOR P -1 LOUVERS, TYP. PAINT COLOR P -1 ® SIDING Is a NUNAUL KL?l tK I u PAINT COLOR P -4 SIGNAGE, TYP. SIGNAGE FRAMES, (O.F.I.C.) P.S.C. -- EAST ELEVATION SCALE: 1/4" = 1 P -0" 0" 2' 4' !!' ALUMINUM STOREFRONT TYP. 'OR :CESSORIES AT COLUMN BASE RO�.L l.1'91� SCALE. 1/4" = l'-O" a' 2' 4' g' W I 2 1/2 ", TYP. U.N_O. r ELEVATION NOTES 1. REFER TO SITE PLANS, A1.1, A1.2 AND C16 FOR LOCATIONS OF OUTDOOR SIGNAGE, FURNITURE AND ACCESSORIES, TYP. 2. REFER TO SITE PLANS FOR LOCATIONS OF LANDSCAPE, SITE LIGHTING AND OTHER SITE ELEMENTS. 3. ELEVATIONS DO NOT SHOW ALL (FOR CLARITY): SITE, LANDSCAPE, SIGNAGE, STREET FURNITURE OR DISTANT ELEMENTS, (INCLUDING DISTANT STRUCTURAL ELEMENTS). 4. REFER TO STRUCTURAL DRAWINGS FOR FRAMING DETAILS, TYP. 5. PAINT BOLT HEADS, WASHERS, NUTS AND BOLT ENDS, PAINT COLOR # /BLACK, TYP., U.N.O. (EXCLUDING S.S. BOLTS 0 STRAPS) 10 RAILING MODULES, END TO END = 30' -2' -- - -- - - - --- / � I n PAINT COLOR P -4 L � RAILINGS, TYP. T.S. RAILING (CONTINUED SCALE: 1/4" = 1' -0" 0" 4' 8' 16' DISPENSER PEDESTAL, REFER TO SPECS. TYP. 4 RAILING SECTION A3.3 T4m C A3.5 - 10" X 6" LOUVER W/ 2" MTL. FRAME ® HVAC EXHAUST, M REFER TO MECHANICAL DWG. 3/M2.1 � P.S.C.- SOUTH ELEVATION 1 /E3.1 TYP. _I SCALE: 1/4" 1' -0" o° r a' a• � DESIGNED M + p Department of Transportation - Transit Division EGISTERED CH C , DRA: CHKD: SCALE: - -- ( JDM .He ,/4 ° =,� -o� RENTON TRANSIT CENTER r' RECOM. CONTRACT: � cs3o2oc CONTINUOUS SHELTERS / P.S.C. � King County APPROVED ELEVATIONS, SECTION 1- 61 FR 0 =51 L7 DATE:._ 06/06/00 FILE FILE DWG. NO A3.2 SCM'i'iftu Nij v ' i 6103 w 1701 Commerce Tocoma, Washington Job No.: 97032.00 �' +Pard � 22 53 383-8700 �253� 383 -8728 fax 1000 Lenora St. Members of Architecture Suite 405 All material appearing herein the unpublished l The American Institute of Urban Design Planning Seattle, Washington 98121-2720 f the work of the Architect r + � <7nd priplic and may not be duplicated, used, or disclosed � 2 4 $ ' Architects Interior Design 206 223 --2742 w tho, jt the written consent of the Architect. 2063 622 -9462 fox RO�.L l.1'91� SCALE. 1/4" = l'-O" a' 2' 4' g' W I 2 1/2 ", TYP. U.N_O. r ELEVATION NOTES 1. REFER TO SITE PLANS, A1.1, A1.2 AND C16 FOR LOCATIONS OF OUTDOOR SIGNAGE, FURNITURE AND ACCESSORIES, TYP. 2. REFER TO SITE PLANS FOR LOCATIONS OF LANDSCAPE, SITE LIGHTING AND OTHER SITE ELEMENTS. 3. ELEVATIONS DO NOT SHOW ALL (FOR CLARITY): SITE, LANDSCAPE, SIGNAGE, STREET FURNITURE OR DISTANT ELEMENTS, (INCLUDING DISTANT STRUCTURAL ELEMENTS). 4. REFER TO STRUCTURAL DRAWINGS FOR FRAMING DETAILS, TYP. 5. PAINT BOLT HEADS, WASHERS, NUTS AND BOLT ENDS, PAINT COLOR # /BLACK, TYP., U.N.O. (EXCLUDING S.S. BOLTS 0 STRAPS) 10 RAILING MODULES, END TO END = 30' -2' -- - -- - - - --- / � I n PAINT COLOR P -4 L � RAILINGS, TYP. T.S. RAILING (CONTINUED SCALE: 1/4" = 1' -0" 0" 4' 8' 16' DISPENSER PEDESTAL, REFER TO SPECS. TYP. 4 RAILING SECTION A3.3 T4m C A3.5 - 10" X 6" LOUVER W/ 2" MTL. FRAME ® HVAC EXHAUST, M REFER TO MECHANICAL DWG. 3/M2.1 � P.S.C.- SOUTH ELEVATION 1 /E3.1 TYP. _I SCALE: 1/4" 1' -0" o° r a' a• � DESIGNED M + p Department of Transportation - Transit Division EGISTERED CH C , DRA: CHKD: SCALE: - -- ( JDM .He ,/4 ° =,� -o� RENTON TRANSIT CENTER r' RECOM. CONTRACT: � cs3o2oc CONTINUOUS SHELTERS / P.S.C. � King County APPROVED ELEVATIONS, SECTION 1- 61 FR 0 =51 L7 DATE:._ 06/06/00 FILE FILE DWG. NO A3.2 SCM'i'iftu Nij v ' i 6103 w 8 0 9 0 n F 4 36 d 1 4 //8- 0 , O -777 7 10 RNLfNG V00tXES. END TO F +gip E i _ _. - -,r- -- _ - -- - ., . �. "_"_'A'`_._.,._ _"",�"^ •--- ^...• - -- fir► ---- •---- �-- •'1, --•. t— ...._"*t.— _-'!A- - - —'... r— q� --'—^ ;--- .- '�"--- +�--'= — ,r• -•_•_ ,• ---- -. '� 4_4==_ x �— - g 4 ' � Y Y E 4 � .j, r. '. ., ,�,. i. � � .. i ifi ,: • s . , 4 S t ? '"! T T T R - � =1 � I q' ' L ILL L L I cn T.S. RAILING ELEVATION CONTINUED'- �-- - -- c �- SCALE: 1 /4' = 1' -0' RAILING SECTION 3— 3 t WITH LEAN RAIL r4 Cr � I 3.3' o W — LIGHT FIXTURE ON OTHER SIDE OF T_5.. s izSEE SIGNA.GE DRAWINGS FOR CENTER FIXTURE BASE ON T.S VERTICALLY, o I �- SIGN TYPES do LOCATION TYP. SEE 1/A2.3 FOR HORIZONTAL LOCATION L () O (n t f I r I � � � �, ! � TYP. I ---� G F 6.�• E) CD (n of Q P -1 --, z 12 0 Q Q _ DIVERTER REFER ---- -. I Cf —j Q— TO 2/A2.1 t F— W I--t --� LO L.LJ O W'�' 00 • '•' Z � I W O GI 0 r Z P -2 F— RAIL CONTINUES BEHIND SHELTER I � Z I STRUCTURE, WINDSCREENS AND SITE FURNITURE, TYP. REFER TO = — _, ,_ _, — — � �— ADJ. MOUNT. BRACKETS OF EA U / ELEVATIONS AB/A3.3 — — — — — — — — i �Z I II t Ob i� - -. - -i --- - - - - -- DATUM LINE i a� �-1- Z E Cc) of I`— 3 $ Z v w _W W as U '%-.o �E �E c CP vLD a l� i �Z I II t Ob i� - -. - -i --- - - - - -- DATUM LINE i I V I I i S0. SHELTER — NORTH ELEVATION SCALE: 1/4" = 1' -0" o• 4' 8' 16, CM L SECTION SCALE: 1/4" -- l'—O" 0" 4' 8' 16' C A3.5 M L gol a: j - - 0- _ v►; 01 � �I —DATUM LINE I U*) i o: �:2,� : N — BENCH, TYP. 11 - -- -- - -- ----------------- 1 EQ. EQ. f JCL OF BENCH _ SEE GENERAL ATI ELEV ON NOTES SHT. A3.2 BALANCE OF SECTION NOT SHOWN THIS AREA FOR CLARITY 2 1/2 ", TYP. U.N.O. 3' -11 3/8- ------ r _40. �\ I,. VA% • 12 RAILING MODULES, END TO END = 36' -2" T_T7 I 1 I IJ _ _ I 4 RAILING SECTION A3.3 mini 15CALE: 1/4" — 1'-0" 4 K 3.2 STANDING SEAM METAL ROOF "--PAINT COLOR P -2 COLUMNS �-- ALUM. STOREFRONT, TYP. SEALED CONCRETE -----START Of DATUM LINE O STEM WALL O GRIDS M & 4 BASE PLATE IS LOCATED RELATIVE TO GRADE ELEVATIONS IN FIELD. TOP OF BASE PLATE= DATUM LINE AT GRID M ONLY S0. SHELTER — NORTH ELEVATION J SCALE: 1/4" 1 ' -0" 0" 4' 8' te' � I Ted -etc /- ?7!'6 F_ -- — — Uj 1 � /--RAIL CONTINUES BEHIND SHELTER /STRUCTURE, WINDSCREENS AND SITE FURNITURE, TYP. :10 F1 1 I I i / SECTION OF WINDSCREEN, SUCH THAT WINDSCREEN LEANRAIL IS LEVEL WITH THE ADJACENT COLUMN LEAN RAIL OR S.S. STRAP, TYP_ SEE 2E /A6.3 I I 7 RAILING MODULES, END TO END = 21' -2" r I H DIVERTER REFER TO 2/A2.1 TYP. 9 I , �A 3. SEE GENERAL ELEVATION NOTES SHT. A3.2 Job No.: 97032.00 All materiol a0po:arin9 hereir, constitutes the unpublished and origlnol work of the Architect and moy not he duplicated, used, or disclosed without the written consent of the Architect. J �i U i o' Merrit# +Parini Members of Architecture The American Urban Design Institute of Planning O' 2' 4' 8, Architects Interior Design 1701 Commerce �- Tacoma, Washington 98402 -3207 253 383 - --8700 253 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 --9462 fax _j RAILING AND p CURB BEYOND N / BIKE RACK, TYP. OP UJI , I E0. EQ. +_ �• Cl OF BIKE RACK ?EGISTERED ARCHITECT, T Pardini, A.I. R OF WASHMVN ROLL �1'91LL FR 0�2 I I E , RAILING AND o CURB BEYOND I ----------- - - - - -� — — I - - - -� la - - - - -- I I TYP. 4 TAM 7S627 A6.1 DESIGNED /"- DRA: CHKD: SCALE: JDM IHB 1/4 " =1' -0" ----- RECOM. CONTRACT: \ - C93020C King County APPROVED S� GENERAL RAILING NOTE: EACH CONTINUOUS RUN OF RAILING / CURB TO BE STRAIGHT, FLAT AND LEVEL. TOP OF CURB IS LEVEL. HEIGHT OF CURB VARIES IN RELATION TO ADJACENT SIDEWALK. 3' -0" TYP_ MODULE ALIGN W/ CL OF SHELTER COLUMNS (3 -11 3/8" ®SIM.) WHEN APPLICABLE. ___rl A - ~ A6.3 CL OF T.S. CL OF T.S. TYP. T.S. RAILING SCALE: 3/4" = 1' -0•' 0" .66' 1.33' 2.66' GENERAL )TE, _ VARIES ' OF CURB VARIES_0 SIDEWALK 3 TYP. T.S. RAILING W/ LEAN RAIL Department of Transportation - Tre n sil Dive TIDAtE- 06 /Ofi /00 RENTON TRANSIT CENTER �` "E Lrgc_ _ CONTINUOUS SHELTER SOUTH / P.S.C. owc. NO ELEVATIONS - -A3.3 SCANNED NOV - 7 2003 I V I,. VA% • 12 RAILING MODULES, END TO END = 36' -2" T_T7 I 1 I IJ _ _ I 4 RAILING SECTION A3.3 mini 15CALE: 1/4" — 1'-0" 4 K 3.2 STANDING SEAM METAL ROOF "--PAINT COLOR P -2 COLUMNS �-- ALUM. STOREFRONT, TYP. SEALED CONCRETE -----START Of DATUM LINE O STEM WALL O GRIDS M & 4 BASE PLATE IS LOCATED RELATIVE TO GRADE ELEVATIONS IN FIELD. TOP OF BASE PLATE= DATUM LINE AT GRID M ONLY S0. SHELTER — NORTH ELEVATION J SCALE: 1/4" 1 ' -0" 0" 4' 8' te' � I Ted -etc /- ?7!'6 F_ -- — — Uj 1 � /--RAIL CONTINUES BEHIND SHELTER /STRUCTURE, WINDSCREENS AND SITE FURNITURE, TYP. :10 F1 1 I I i / SECTION OF WINDSCREEN, SUCH THAT WINDSCREEN LEANRAIL IS LEVEL WITH THE ADJACENT COLUMN LEAN RAIL OR S.S. STRAP, TYP_ SEE 2E /A6.3 I I 7 RAILING MODULES, END TO END = 21' -2" r I H DIVERTER REFER TO 2/A2.1 TYP. 9 I , �A 3. SEE GENERAL ELEVATION NOTES SHT. A3.2 Job No.: 97032.00 All materiol a0po:arin9 hereir, constitutes the unpublished and origlnol work of the Architect and moy not he duplicated, used, or disclosed without the written consent of the Architect. J �i U i o' Merrit# +Parini Members of Architecture The American Urban Design Institute of Planning O' 2' 4' 8, Architects Interior Design 1701 Commerce �- Tacoma, Washington 98402 -3207 253 383 - --8700 253 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 --9462 fax _j RAILING AND p CURB BEYOND N / BIKE RACK, TYP. OP UJI , I E0. EQ. +_ �• Cl OF BIKE RACK ?EGISTERED ARCHITECT, T Pardini, A.I. R OF WASHMVN ROLL �1'91LL FR 0�2 I I E , RAILING AND o CURB BEYOND I ----------- - - - - -� — — I - - - -� la - - - - -- I I TYP. 4 TAM 7S627 A6.1 DESIGNED /"- DRA: CHKD: SCALE: JDM IHB 1/4 " =1' -0" ----- RECOM. CONTRACT: \ - C93020C King County APPROVED S� GENERAL RAILING NOTE: EACH CONTINUOUS RUN OF RAILING / CURB TO BE STRAIGHT, FLAT AND LEVEL. TOP OF CURB IS LEVEL. HEIGHT OF CURB VARIES IN RELATION TO ADJACENT SIDEWALK. 3' -0" TYP_ MODULE ALIGN W/ CL OF SHELTER COLUMNS (3 -11 3/8" ®SIM.) WHEN APPLICABLE. ___rl A - ~ A6.3 CL OF T.S. CL OF T.S. TYP. T.S. RAILING SCALE: 3/4" = 1' -0•' 0" .66' 1.33' 2.66' GENERAL )TE, _ VARIES ' OF CURB VARIES_0 SIDEWALK 3 TYP. T.S. RAILING W/ LEAN RAIL Department of Transportation - Tre n sil Dive TIDAtE- 06 /Ofi /00 RENTON TRANSIT CENTER �` "E Lrgc_ _ CONTINUOUS SHELTER SOUTH / P.S.C. owc. NO ELEVATIONS - -A3.3 SCANNED NOV - 7 2003 g 0 9 4A M h Cv J 1 i Y " b h t r Q ,► 71C + f- To - - _ _ t 6�c woou.�S. to aro = -2' t 5 I�iG YOOIJ�ES,, EMID 45' 2' TYP : EI►D t « 7 .t ',r r A e i 1 T '""'"'T «.._ .._.^'._-= S%w.•'.'.r_ -- '-' -- __. - .__ — _.ilr— - 4 i { j iq5 -�— ,r— -- ---•— R- -- �---ffi— : w 4 71W r T.S. RAILING ELEVATION CONTINUED. 3 4 lofF 0 RAILING SEC7M 3.3 ' A z I & Cr _ SEE GENERAL ELEVATION NOTES SHT. A3.2 RAILING SECT*1N 3.3 SCALE: 1 /4 1 —0 A3. ; I-- 4. �. ��. WITH LEAN RAIL R , LIGHT FIXTURE ON OTHER SIDE OF T.S.. " ! fY_ CENTER FIXTURE BASE ON T.S VERTICALLY. �-- LLJ SEE 2/A2.3 FOR HORIZONTAL LOCATION J Z LLJ �_ `. ' SEE SIGNAGE DRAWINGS FOR 1 Q = Q I� . SIGN TYPES do LOCATION TYP. t I�� F 12 ;% G ,� CH f I LL 41 J OK 7' Z-D W i 9 DIVERTER REFER -- --- I i 0 I TO 2/A2.2 6L 1 «" .` • ' i • • oil U BOLTS, NUTS I I II D `\ I r M ' 2 + 2 + 2 DI �IM�t��l CL 01 to O i PAINTED BLACK a� MWrjtt+-Pardini e �- Z • E Op of � 3$ Z •� W a o c€ °o •' E �E a o� a� II D `\ I r M ' 2 + 2 + 2 DI �IM�t��l CL 01 to O i PAINTED BLACK 1701 Commerce MWrjtt+-Pardini (TYP-) Members of Architecture The American Urban Design Institute of Planning Architects Interior Design N M6� 622-9462 fax l I BENCH, TYP. 1 REFER TO SPECS. I EQ. I 1 EQ E, L CL OF BENCH NO. SHELTER SO. ELEV. CONT. 2 SCALE: 1/4" = 1' -0" o' 4« a, 7 s' � 1 C F Cn D J U D i D �- W O i — - - - - -- ---- - - - -- — z mill 11 11rill IN 1 11 11 11 1 T.S. 'RAILING ELEVATION SCALE: 1/4" = 1'-0" 0" 4« 8« 16' iF 71 TYP. 9 A3.6 I � t ad —,� �,--- ADJ. MOUNT. BRACKETS OF EA SECTION OF WINDSCREEN, SUCH RAILING AND --' / THAT WINDSCREEN LEANRAIL IS LEVEL CURB BEYOND i i WITH THE ADJACENT COLUMN LEAN i i I 0 RAIL OR S.S. STRAP, TYP- SEE 2E/A6.3 ' � D i bATUM LINE I - - - - -- - - — -- - EQ. Ea.. TYP. 4 ' ICL OF BIKE RACK A 6. V REFERENCE POINT FOR START OF SHELTER ® GRID L AND GRID 6. DATUM LINE ELEVATION MATCHES TOP OF BASE PLATE AT THIS LOCATION ONLY. FIELD LOCATE TOP OF BASE PLATE RELATIVE TO GRADE CONDITIONS IN FIELD AND TOP OF PAVEMENT 15 RAII Air unniu cc 9AIn m rain _ AG' 11• RAILING SECTION WITH LEAN RAIL N0. SHELTER —SOUTH ELEVATION nP. 9 1 SCALE: 1/4" = 1' -0" 1 SEE GENERAL ELEVATION NOTES $HT. A3.2 A3.6 0' s' B' 18' 9 { 7Wa- * .* -JPs6 I if Job No.: 97032.00 All moterial oppeoring herein constitutes the unpublished r)nd originol work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. O' 2t 4 ► 6 , i 9tir- r a II „k FR a : 61 1701 Commerce MWrjtt+-Pardini Tacoma. Washington 253j 3 3- 253 383 -8700 �253� 383 -8728 fox Members of Architecture The American Urban Design Institute of Planning Architects Interior Design 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 206 223 --2742 M6� 622-9462 fax i 9tir- r a II „k FR a : 61 RE STERED A ITECT LeRo I. ini, A.I.A. OF WASHWCtoN DESIGNED M_ + P DRA: CHKD: JDM IHB� �... / RECOM.' King County APPROVED 6I 1 SCALE: 1/4 " =1' --0” CONTRACT: C93020C 4W Department of Transportati RENTON TRANSIT C CONTINUOUS SHEL ELEVATIONS r 7- aitaA4,414 u NU V - 7 ZW3 4 0 8 0 N h N _ i s w 1' e � TYT � (jQ11iiTMnuO(l�j, DOuBiLE TOP _ ._ -_ __ ,_ __ _ _._:._.._. _� . �_ _ _ _...� _ I 40 � P.S C. ROOF Ga��Ti1CT0N PLATE ANCHORED TO -- — — — I e0TT0Y OF PURLINS METAL ROOF r m TUBE STEEL FRAMING r M M I a. � R- 30 FIBER BLANKET ON STICK PINS TO BOTTOM �, - ---- -- BLOCKING BETWEEN I OF RAFTERS 5/8' GWB ON 2 X 4'S __ _�_ LIGHT FIXTURE- REFER TO --_ .' RAFTERS T4 / ► T 1 1 2. SCREENED, VENT HOLES ---�.. O 2/A3.1 FOR LOCATIOf'i 4 EO. SPACED BETWEEN 16 O.C.. l ALONG BEAD. — r T.S. RAFTER / ..— _ — — — — — — NOTE. PURUNS NOT SHOWN (� `,-.,� W T S_ BEAM ____.__ _________ SEE STRUCT. — — — _ — _ ` h -1 ..- -- S, ( � THIS SECTION FOR CLARITY. Z - -- — �,` �j W LIGHT FlXTURE BEYOND a i--- W I... � �. f�� . � _.-"" 1� . ter--` � � � _ `t i ►. I r CM Z U tJ �w w T_S_ BEAM IlIlll- U J I J SEE STRUCT_ W � � (n Q T.S. C 0 of �o ..� � O 0 z 1 2" GYP SHEATHING � CP zw � Ln 6" STUDS A 16" O.C. - � m i r W Q VON .,.. Q T_S_ BEAM I a SEE STRUCT_ W a ._. CY a CPc T.S. C 0 BU!LDiNG WRAP F �o ..� �E SEE CL 1 2" GYP SHEATHING � CP 1 I a2! i r W Q VON a P.S.G. WALL CONST. TYP. T_S_ BEAM I a SEE STRUCT_ CEME14MIOUS SIDING I }` t T.S. PULIN BU!LDiNG WRAP F r ..� SEE CL 1 2" GYP SHEATHING � I I 1 I 6" STUDS A 16" O.C. - R.19 GATT INSULATION � I a P.S.G. WALL CONST. TYP. T_S_ BEAM I a SEE STRUCT_ CEME14MIOUS SIDING I }` t T.S. PULIN BU!LDiNG WRAP F r ..� SEE STRUCT. 1 2" GYP SHEATHING � I I 1 I 6" STUDS A 16" O.C. - R.19 GATT INSULATION -- °`# I ACT 5/8- G.W.B. I� I P.S.C. SOFFIT CONST. TYP. 1 GLAZED, ALUMINUM WINDOW , i \ A6.6 ` CEMENTITIOUS SOFFIT BOARD SYSTEM ON 1/2" PLYWOOD 2 X 4'S ® 16" O.C. TYPICAL P.S.C. FLOOR CONST. 4" CONC. SLAB W/ WWF 1" SAND PROTECTION 6.6 6 MIL 4" GRAVE VAPOR BARRIER ( t, HOLLOW METAL FRAME AND rN t DOOR. SEE DOOR SCHED. COMPACTED FILL (SEE CIVIL) I i I SEE STRUCT. DWGS. ;4-- i 6.6' 1 1/2" WIDE X 1 1/4"' HIGH !! i I i CHAMFER. SEE STRUCTURAL DRAWINGS. -- -�- - -- - - ---I "_,� --� -- I j T.O.C. a � � r GROOVES, 1- TALL, 1/2- DEEP -- w° 1 \ 1 a 7 1/2" REFER TO A1.2 FOR CONCRETE — I '' i— FLOOR FINISH AS SCHEDULED. COLOR AND REFER TO CIVIL FOR -- - -- - �— i CONCRETE PAVEMENT, TYP. i Li � � - SLOPES 38.35' 1 .. FIN. S LAB b REFER TO A /A3.1 FOR FLOOR BASE COURSE, REFER TO CIVIL SLOPE, TYP. ISOLATION JOINT CONCRETE FOOTING / (SEE STRUCTURAL) 2" RIGID FOUNDATION I INSULATION WALL SECTION, LOOKING SOUTH SCALE: 3/4" = 1'-0" 0" .s6' 1.33• 2.66' CLOCK TOP EDGE TO ALIGN - -- ---- -� WITH TOP OF DOOR AND \ WINDOW FRAMES. \ 1 H'- ._� 6.4 12 —14 NOTE: SEE STRUCTURAL FOR PURLIN PLACEMENT AND STRUCTURAL T.S. CONNECTION DETAILS, TYP. 7 -2 " 0 BOTTOM OF HEADER . NOTE: REFER TO CIVIL DWGS FOR FLOOR SLAB ELEVATION. V FLOOR SLOPE, TO DRAINS, NOT - NOT SHOWN THESE SECTIONS FOR CLARITY, TYP. REF. TO 1/A3.1 0' -0" FIN. SLAB BUILDING SECTION, LOOKING SOUTH SCALE: 1/4" i ' -0" 1 - _ 0. At 7 r$ -- -- - -f W - -- -sir -I — - - � —° - - - — • i CERAMIC TILE ON I 1 ---� -f 1/2' BACKERBOARC SEE 1/A3.5 FOR TYPICAL NOTES WALL SECTION, LOOKING SOUTH SCALE: 3/4" = 1' -0" 0" .66' 1.33' 2.66' T.S. SIGNAGE, SEE SIGNAGE DRAWINGS. i OFCI INFORMATION i 'l - PANEL— SEE SIGNAGE DRAWINGS — 1 CERAMIC TILE CERAMIC TILE AMIC TILE DETAILS 4B, 5A, ;ET A6.5 IENTITIOUS NG. II lt-- CONTINUOUS, DOUBLE TOP PLATE I 2" RIGID INSULATION I I ON WOOD FURRING 1 � I , ' fl, I ! 1 I ---BASE, AS SCHEDULED. 1 -SLOPE r - FLOOR FINISH AS SCHEDULED. s d v , 1 SEE 1/A3.5 FOR TYPICAL NOTES WALL SECTION @ UTILITY CLOSET SCALE: 3/4" = V-001 -0" 0" .66' 1.33' 2.66' PASS THROUGH WINDOW i I � OW 1 6 --- �-�-1 AA6 .6 ' A -SLOPE � 1L SEE 1/A3.5 FOR TYPICAL NOTES WALL SECTION, LOOKING WEST SCALE: 3/4" = 1' -0" 0" .66' 1.33' 2.66' WALL BRACES TO RAFTERS 2 4 3 4 HOLD WALL BETWEEN OFFICE AND NOTE: PURLINS NOT SHOWN 3.5 , ---� A3.5 THIS SECTION FOR CLARITY. BATHROOMS 1" FROM ROOF DECK. ° a BUILDING SECTION @ TOILETS BUILDING SECTION, LOOKING WEST SCALE: 1 /4" = 1 ' -0" SCALE: 1/4" = 1'-0" o� 2' 4' e' � 1701 Commerce DESIGNED — Tacoma, Washington 3207 Job No.: 97032.00 Ref. North Met•ritt Pard n' 253 � 98402- �383 8700 EGISTEREO __ M + . P 253 383 --8728 fax HITECT ORA: WTCHKD: SCALE. I JOM IHB VARIES 1000 Lenora St. _ M-71 Architecture Suite 405 RECOM. CONTRACT: Urban Desi n Seattle W t ash'n t A %� All material appearing herein con3titu'.es the g 9 on Qrdlnl, A. ., g ✓� ` C03057C mpublished and original work of the Architecl , Planning 98121 -2720 STALE OF WASHMON r _ and may not be duplicated, used, or disclosed 0 Interior Design 206 223 -•2742 King County APPROVED without the writ.ten consent of the Architect. �206� 622 -9462 fox r SIM. DATE: Department of Transportation - Transit Division os /os /oo FILE RENTON TRANSIT CENTER FILE_ _ PASSENGER SERVICES CENTER A3.5 BUILIDNG /WALL SECTIONS - G{tk T z�s►62p scanneo Nov :72003 i I I a I I I I � BUILDING SECTION @ TOILETS BUILDING SECTION, LOOKING WEST SCALE: 1 /4" = 1 ' -0" SCALE: 1/4" = 1'-0" o� 2' 4' e' � 1701 Commerce DESIGNED — Tacoma, Washington 3207 Job No.: 97032.00 Ref. North Met•ritt Pard n' 253 � 98402- �383 8700 EGISTEREO __ M + . P 253 383 --8728 fax HITECT ORA: WTCHKD: SCALE. I JOM IHB VARIES 1000 Lenora St. _ M-71 Architecture Suite 405 RECOM. CONTRACT: Urban Desi n Seattle W t ash'n t A %� All material appearing herein con3titu'.es the g 9 on Qrdlnl, A. ., g ✓� ` C03057C mpublished and original work of the Architecl , Planning 98121 -2720 STALE OF WASHMON r _ and may not be duplicated, used, or disclosed 0 Interior Design 206 223 -•2742 King County APPROVED without the writ.ten consent of the Architect. �206� 622 -9462 fox r SIM. DATE: Department of Transportation - Transit Division os /os /oo FILE RENTON TRANSIT CENTER FILE_ _ PASSENGER SERVICES CENTER A3.5 BUILIDNG /WALL SECTIONS - G{tk T z�s►62p scanneo Nov :72003 i 8 0 CIA r Is ;. O 1 1 Q`S r2C'O'\ I F A6.3 TYP. � Z _ ME: �10 1101 f - REFER To s3.1 - — FETAL. WINDSCREEN FRAM r - *�- EAVE ( �• •=-' W/ 1/4- TEMP. GLASS g V) t A W I Don E� I :10 !; ID - -- I o: 6.41 I " t - 4 t-- Ao,lusT MOUNTING BRACKETS of -- -, � _ - _ . _ _ _ M qp Z W I I . EA_ SECTION OF WINDSCREEN, IN I A6. _ W ORDER THAT THE WINDSCREEN LEAN (,� _ { _ RA+LS ARE LEVEL WITH THE LEAN RAIL _ _ B — NON—STREET SIDE _ OR S.S. STRAP OF THE ADJACENT I I C END F— I i I SHELTER COLUMN. SEE 2E/A6.3 z __ CENTER LINE OF 2' -10 1/2' 36-08, - - 3' p Z (If I _ I T.S. COLUMNS TYP. ' 6 " Q W 2' -10 1/2- Cr F— '`L 'Q ` ------ - - - - -- r 2'--14 1/2' 2 z= W - 3.6 TYP. r2D'� i 26 , lYP I 1 �.3 � 00 . A6.3 z V) V qP W O Z SIDE ELEVATION -- FACING ST. END ELEVATION SHELTER SECTION NEAR COLUMN 2A 3 " 4 TYP. SCALE: 1/4 = 1 –0 _ SCALE: 1/4" = 1' -0" _ A SCALE: 1/2" = i' -0" Afi.3 i �.� O 2' 4' 8 0 2' 4' 8' 0 1' - 2' 4' N 1B TYP. A6.4 TYP. – - -- - - • PAINT COLOR � - - � P -3 � — 2E � 1 G TYP. !' ( ; ; -� - -- -- _ TYP. \A6..� PAINT COLOR P -1 A STREET SIDE p _ END A6.3 .4 - j:-'i �l a� SCALE: 0Q VARIES o", 2. 4' 3E }` Zr .0W W as U (r � rz 0 Job No.: 97032.00 .= o 33- -E c 253j (253) 383 -8700 °' v °' a� .4 - j:-'i �l T g SHELTER ROOF PLAN SCALE: 1/4" = 1' -0" 0' 2' 4' 8' 41 A Al. B� 3 sIM NA A3.6 . A OB _ I 20' -2" OUTSIDE FACE OF T.S. 2' -7" 15' -0" n n n l J �� fL - - -�- J - - -- -- �-- - - - - - - - - -, L I � 1 TYP. SHELTER- REFLECTED CEILING PLAN SCALE: 1/4" = 1' -0" 0' 2' 4' 8' REF. POINT OF SHELTER 2#-7" POINTS 622, 624, 625, 626, 627 SEE CIVIL DWGS. SHT C16 / FOR COORDINATES I I o E- Qom_ _ 13' -0" - EQ. 4 UNDER BENCH SUPPORT 11 I I A3.6 W/ OUT ARMREST, TYP. co f 4 f - ARMREST & SUPPORT LOCATION,- A3.6 SIM. f I + ALIGN ON C.L. OF WINDSCREEN 3 % -- I W FRAME AS INDICATED. NOTE: —� L NO ATTACHMENTS BETWEEN WINDSCREEN AND BENCHES. ! i 3 I I -t 1.11k W SHELTER KEY ' f -- -- 4 I NOTES —PLAN f 2 ff f 1 EXTENT OF ROOF ABOVE 11 I f I SEE ROOF PLAN FOR CONTROL /CONSTRUCTION JOINTS, U U U REFER TO CIVIL DWG C14 j 3 CONTINUOUS FRP. BENCH W/ ARMRESTS A g 3 & UNDER BENCH SUPPORTS WHERE INDICATED, REFER TO 8 /A3.6 A3. A - STREET SIDE LEANING RAIL ATTACHED TO T.S. COLUMNS, 4 REFER TO DT�. 1 /A6.1 (2) COL. SHELTER FLOOR PLAN SCALE: 1/4" = V-0" –0" C- f�i•l�r'6 Il N 0" 2' 4' s' B 9B A3.6 A3.6 I 1, I 13 " -0_ 1 3,- 2" TYP. __ I B A3. HE ■ r• ■� ij1 �1 TYP. WINDSCREEN / BENCH PLAN SCALE: 1/4" 1' -0" SCALE: 1DM IHB VARIES o", 2. 4' a, CONTRACT: County i T�6� 1701 Commerce King APPROVED Tacoma, Washington Job No.: 97032.00 Ref. North N"lerril 33- t +ftrdini 253j (253) 383 -8700 al 1000 Lenora St. Members of Architecture Suite 405 All moteripi appearing herein constitutes the The American Institute Of Urban Design Planning g i T g SHELTER ROOF PLAN SCALE: 1/4" = 1' -0" 0' 2' 4' 8' 41 A Al. B� 3 sIM NA A3.6 . A OB _ I 20' -2" OUTSIDE FACE OF T.S. 2' -7" 15' -0" n n n l J �� fL - - -�- J - - -- -- �-- - - - - - - - - -, L I � 1 TYP. SHELTER- REFLECTED CEILING PLAN SCALE: 1/4" = 1' -0" 0' 2' 4' 8' REF. POINT OF SHELTER 2#-7" POINTS 622, 624, 625, 626, 627 SEE CIVIL DWGS. SHT C16 / FOR COORDINATES I I o E- Qom_ _ 13' -0" - EQ. 4 UNDER BENCH SUPPORT 11 I I A3.6 W/ OUT ARMREST, TYP. co f 4 f - ARMREST & SUPPORT LOCATION,- A3.6 SIM. f I + ALIGN ON C.L. OF WINDSCREEN 3 % -- I W FRAME AS INDICATED. NOTE: —� L NO ATTACHMENTS BETWEEN WINDSCREEN AND BENCHES. ! i 3 I I -t 1.11k W SHELTER KEY ' f -- -- 4 I NOTES —PLAN f 2 ff f 1 EXTENT OF ROOF ABOVE 11 I f I SEE ROOF PLAN FOR CONTROL /CONSTRUCTION JOINTS, U U U REFER TO CIVIL DWG C14 j 3 CONTINUOUS FRP. BENCH W/ ARMRESTS A g 3 & UNDER BENCH SUPPORTS WHERE INDICATED, REFER TO 8 /A3.6 A3. A - STREET SIDE LEANING RAIL ATTACHED TO T.S. COLUMNS, 4 REFER TO DT�. 1 /A6.1 (2) COL. SHELTER FLOOR PLAN SCALE: 1/4" = V-0" –0" C- f�i•l�r'6 Il N 0" 2' 4' s' B 9B A3.6 A3.6 I 1, I 13 " -0_ 1 3,- 2" TYP. __ I B A3. HE ■ r• ■� ij1 �1 TYP. WINDSCREEN / BENCH PLAN - r i I FR WINDSCREEN SCALE: 1/4" = V-0" BENCHES) ELEV.S 0' 2' 4 8' SECTION @ WINDSCREEN / BENCH SCALE: 3/4" on 66' 1.33' 2.66" SCALE: 1/4" 1' -0" SCALE: 1DM IHB VARIES o", 2. 4' a, CONTRACT: County i T�6� 1701 Commerce King APPROVED Tacoma, Washington Job No.: 97032.00 Ref. North N"lerril 33- t +ftrdini 253j (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Members of Architecture Suite 405 All moteripi appearing herein constitutes the The American Institute Of Urban Design Planning g Seottle, Washington -- 98121- 2720 unpublished and origino l work of the Architect and may not be dupbcated. used, or disclosed , , , , 0 2 g Architects Interior Design 206 223 --2742 without the written consent of the Architect. M6� 622 -9462 fax - r i I FR WINDSCREEN SCALE: 1/4" = V-0" BENCHES) ELEV.S 0' 2' 4 8' SECTION @ WINDSCREEN / BENCH SCALE: 3/4" on 66' 1.33' 2.66" 1 SEE GENERAL ELEVATION NOTES SHT. A3.2 DATE: 06/06/00 RENTON TRANSIT CENTER - -tF;�E NP. (2) COL. SHELTER & TYP. WINDSCREEN DWG. N0. PLANS, ELEVATIONS, SECTION r A3.6 0 A*_�;, T-.2 2-1*6 24 SCANNED NOV • 7 2003 E 7A CHKD: SCALE: 1DM IHB VARIES RECOM. CONTRACT: County i T�6� C03057C King APPROVED 1 SEE GENERAL ELEVATION NOTES SHT. A3.2 DATE: 06/06/00 RENTON TRANSIT CENTER - -tF;�E NP. (2) COL. SHELTER & TYP. WINDSCREEN DWG. N0. PLANS, ELEVATIONS, SECTION r A3.6 0 A*_�;, T-.2 2-1*6 24 SCANNED NOV • 7 2003 E 7A 8 a FS M1� � y 1 2 1(yy} p o r 2 B , Ito 3'—W ;. -- - - 3—or ELECTRIC,AL - E' --- LIGHT f7XTURE, 'SEE --- SEE SXXCE DRAWINGS FOR - — SHEET E2.2 u SIGN TYPES do LOCATION TYP. SSyEEE SO4AGE DRAWINGS FOR s 4 SNGN TYPES r' LS & LOCATION TYP. e. 12 SIGN PANELS P.O.I.C.. TYP. t 3 � • � I I I - REFER TO S3.1 - —al I AIL EAV ' C) - TYP. s U TREPHoNE, W/ TEXT ItOWAR0, 6.4' I 1 z W SEE ELECTRICAL, SEE SMAGE. TYP. �w I �o U END CAPS ON SIGNAGE - -- i (n PANEL T.S.. TYPICAL,. Z 0 Q �- i r L Li J GA6.1 Z W 0 Z w EAST ELEVATION WEST ELEVATION END ELEVATION Li 3 SCALE: 1 /4" = 1' -0" SCALE: 1 4" = 1 ' -0" � SCALE: 1 /4 = i '-0m z 0" 2' 4• 8 O' 2' 4' 8' 0- 2• 4' 8. II ,T� =_.,�° Nr j 10, TYP. KIOSK -- ROOF PLAN taw —OB SCALE: 1/4" = 1' -0" } O' 2' 4' 8' 8 4 REF. POINT OF KIOSK, CENTERED A3.7 A3.6 BETWEEN COLUMNS. SEE CIVIL DWGS. SHT C16 FOR COORDINATES REFERENCE POINTS 623, & 628 STREET SIDE ( I STREET SIDE I' LINE OF ROOF ABOVE I G I � A, 5 ! II II I 5 A3.7 ! !! I! ! A3.7 I N ' ?L1 I ` ! I of i I SIDEWALK SIDE 8 3 A3.7 3. KIOSK — FLOOR PLAN SCALE: 1/4" = 1'-0" 0" 2' 4' ® T'ipo - 4d f —fit l� r 0 0 REFLECTED CEILING PLAN •�% `o aQ P -3 PAINT COLOR P -1 Op RAFTERS, PURLINS 3E }- z a _W BEAMS, TIES, COLUMNS (J Of c cE� O mE .E ow If � 00 II ,T� =_.,�° Nr j 10, TYP. KIOSK -- ROOF PLAN taw —OB SCALE: 1/4" = 1' -0" } O' 2' 4' 8' 8 4 REF. POINT OF KIOSK, CENTERED A3.7 A3.6 BETWEEN COLUMNS. SEE CIVIL DWGS. SHT C16 FOR COORDINATES REFERENCE POINTS 623, & 628 STREET SIDE ( I STREET SIDE I' LINE OF ROOF ABOVE I G I � A, 5 ! II II I 5 A3.7 ! !! I! ! A3.7 I N ' ?L1 I ` ! I of i I SIDEWALK SIDE 8 3 A3.7 3. KIOSK — FLOOR PLAN SCALE: 1/4" = 1'-0" 0" 2' 4' ® T'ipo - 4d f —fit l� r 0 0 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 0" 2' 4' 8' KIOSK KEY NOTES -PLAN 1 EXTENT OF ROOF ABOVE SEE ROOF PLAN 2 FOR CONTROL /CONSTRUCTION JOINTS, REFER TO CIVIL DWG C14 Job No.. 97032.00 Ref. North +Par'd111� Members of Architecture All moteriol oprearing herein constitutes the The American Urban Design unpublishp Institute of Planning end original work of the Architect � , � g and may riot be duplicated. used, or disclosed O 2 � 4 8 Architects Interior Design without the written consent of the Architect. Ft ID L L r I" ! •. . 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 --8700 (253) 383 --8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fax FR CENTER LIGHT FIXTURES BETWEEN RAFTERS, CENTER ON BEAM. SEE ELEC., E2.2 2" X 3" T.S., SHOP WELD TO 2" X 2" OF SIGN PANEL. 3I A K, C� A6.4 12 I TELEPHONE CONDUIT LINES (TELE, AND PWR.) SEE ELECTRICAL TEXT /KEY PAD -� 754628 CB � I SCREW INFORMATION PANEL (O.F.I.C.) TO T.S. TIE -='�- 2" X 4" L BRACKET 1/2" DIA. THRU BOLTS,- `�- o r= — TYP. 0 SIGNAGE PANELS LJ LJ SECTION - FACING SOUTH SCALE: 3/4" 0" 2' 4" g' REGISTERED ARCHITECT WWW" 056 C( V King County DESIGNED IM_ t P - -- - -- - -- DRA: CH SCALE: JDM IHB 1/4 " =1' -0" RECOM. CONTRACT: ~ CO3057C APPROVED IV -- FASTEN T.S. TO COLUMNS WITH 1/2" DIA. THRU BOLTS TYPICAL INFORMATION SIGN PANEL (O.F.I.C.) - SCREW INFORMATION PANEL (O.F.I.C.) TO 2" X 2" T.S. TIE BOLT T.S. TIE TO T.S. COLUMNS 1 SEE GENERAL ELEVATION NOTES SHT. A3.2 Department of Transportation — Transit Division DATE: I06/O6/00 FILE RENTON TRANSIT CENTER FILE i KIOSK DWG. N0. A3.7 PLANS, ELEVATIONS, SECTION J' - -2)r"/3 SCANNED NOV ,, 71003 A +j PAINT COLOR P -3 PAINT COLOR P -1 RAFTERS, PURLINS .--- PAINT COLOR P -2 BEAMS, TIES, COLUMNS � A SCALE: 1/4" = 1'-0" 0" 2' 4' 8' KIOSK KEY NOTES -PLAN 1 EXTENT OF ROOF ABOVE SEE ROOF PLAN 2 FOR CONTROL /CONSTRUCTION JOINTS, REFER TO CIVIL DWG C14 Job No.. 97032.00 Ref. North +Par'd111� Members of Architecture All moteriol oprearing herein constitutes the The American Urban Design unpublishp Institute of Planning end original work of the Architect � , � g and may riot be duplicated. used, or disclosed O 2 � 4 8 Architects Interior Design without the written consent of the Architect. Ft ID L L r I" ! •. . 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 --8700 (253) 383 --8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fax FR CENTER LIGHT FIXTURES BETWEEN RAFTERS, CENTER ON BEAM. SEE ELEC., E2.2 2" X 3" T.S., SHOP WELD TO 2" X 2" OF SIGN PANEL. 3I A K, C� A6.4 12 I TELEPHONE CONDUIT LINES (TELE, AND PWR.) SEE ELECTRICAL TEXT /KEY PAD -� 754628 CB � I SCREW INFORMATION PANEL (O.F.I.C.) TO T.S. TIE -='�- 2" X 4" L BRACKET 1/2" DIA. THRU BOLTS,- `�- o r= — TYP. 0 SIGNAGE PANELS LJ LJ SECTION - FACING SOUTH SCALE: 3/4" 0" 2' 4" g' REGISTERED ARCHITECT WWW" 056 C( V King County DESIGNED IM_ t P - -- - -- - -- DRA: CH SCALE: JDM IHB 1/4 " =1' -0" RECOM. CONTRACT: ~ CO3057C APPROVED IV -- FASTEN T.S. TO COLUMNS WITH 1/2" DIA. THRU BOLTS TYPICAL INFORMATION SIGN PANEL (O.F.I.C.) - SCREW INFORMATION PANEL (O.F.I.C.) TO 2" X 2" T.S. TIE BOLT T.S. TIE TO T.S. COLUMNS 1 SEE GENERAL ELEVATION NOTES SHT. A3.2 Department of Transportation — Transit Division DATE: I06/O6/00 FILE RENTON TRANSIT CENTER FILE i KIOSK DWG. N0. A3.7 PLANS, ELEVATIONS, SECTION J' - -2)r"/3 SCANNED NOV ,, 71003 A +j 8 0 N M a �i OF SIGN CD Cn moo` o C3 LL Z , c -2• WHITE LETTERS BEND 12" VERTICAL ® BOTH � 3of $ z ENDS OF (4 OF 12) BARS. t w % W p a f CL �v MEDALLION �o c°. E BASE CO /ER REMOVABLE BOLLARD E HEX SOCKET A Y f Cps SET SCREWS ---BLUE BACKGROUND WITH WHITE SYMBOL AND LETTERING INSERT I POST FOOTING i F STUD TO SLEEVE Cob PV -- T.R., SET SCREW, e Tacoma, Washington SECTIQN 3 I E M 2 -- t ",,,--- POST W/ DOME TOP 253 383-700 �-o (BLACK FIN. BY MANUF.) = E o INSERT Suite 405 =- All material appearing htrein COnStitJte5 the _ ,/ �--- %a EA E RECESS Seattle, Washington 98121 -2720 '"- "°3/4" wHITE LETTERS WITH unpublished and original work of the Architect and may not be durlicated, used, or d 3clo "d IN SLAB FOR J W p without the written consent of the Architect. INSTALLATION AND 206 622 --9462 fox V) U_ REQUIRED WORDING PER REMOVAL OF 0 I _ LOCK (LOCK BY OTHERS) r y` ' . WAC 51 -20, CHAPTER 31 Q' +A r ACCESSIBILITY, UBC N I L .J � _--POST POST FOOTING SLEEVE 7 Nom► 1 -- II• COMPACTED EARTH z r U Q I; AROUND 18" x 2' -0" - - x-3/4' WHITE LETTERS NAN CONCRETE FOOTING -J REMOVABLE BOLLARD 1 '-O ACCESSIBLE" AT VAN ACCESSIBLE Q r-- PARKING STALLS ONLY I< Q Q LJJ E 3" WELDED STEEL — L J CAP (PAINT) z afl LLJ —, CENTERLINE OF SIGN CD Cn w io 1 ! —1�1 r 2" GALV. STL. PIPE COLUMN PAINT ( ) i SEE SITE PLANS i FOR MATERIAL 1E e ° _ _! ! —i COMPACTED EARTH AROUND 12„ x 2, -0" C,4 : ' i = I ! CONCRETE FOOTING �; 1i1 —Ifl, ;!1i;1i1,, 111a. 1 _ -I I -I ! E l ! 1=1 !� =1 I � 12" ' REFER TO SITE PLANS, �1 PARKING SIGN SHEETS A1.1/2 FOR LOCATIONS I moo` o C3 LL Z , c Op BEND 12" VERTICAL ® BOTH � 3of $ z ENDS OF (4 OF 12) BARS. �'— W % W p a f CL �v MEDALLION �o c°. E BASE CO /ER REMOVABLE BOLLARD E HEX SOCKET LEAN RAIL. 4FCP Cps SET SCREWS 1�1�- - w io 1 ! —1�1 r 2" GALV. STL. PIPE COLUMN PAINT ( ) i SEE SITE PLANS i FOR MATERIAL 1E e ° _ _! ! —i COMPACTED EARTH AROUND 12„ x 2, -0" C,4 : ' i = I ! CONCRETE FOOTING �; 1i1 —Ifl, ;!1i;1i1,, 111a. 1 _ -I I -I ! E l ! 1=1 !� =1 I � 12" ' REFER TO SITE PLANS, �1 PARKING SIGN SHEETS A1.1/2 FOR LOCATIONS I W-r vnUN J W I V V. V• I- ® 90 DEG. TO EA. OTHER SCALE: 1 =1 ' -0" oe' 1' z' I� * NOTE: =ART MEDALLION SYSTEM BEND 12" VERTICAL ® BOTH CONNECTION COMPONENT, SEE SPECS. ENDS OF (4 OF 12) BARS. BOLLARD f SEE REBAR PLAN ABOVE. 1/2" S.S. MEDALLION __- BASE CO /ER REMOVABLE BOLLARD TO ANCHOR HEX SOCKET LEAN RAIL. - — E -f SET SCREWS 1�1�- - INSERT - PLUG WELD POST FOOTING GROOVED STUD TO SLEEVE 1701 Commerce -- T.R., SET SCREW, 4 "DIA. Tacoma, Washington SECTIQN 3 I Job No.: 97032.00 M 2 -- GROOVED, ",,,--- POST W/ DOME TOP 253 383-700 �-o (BLACK FIN. BY MANUF.) �253� 383 -8728 fax f- REMOVABLE BOLLARD o INSERT Suite 405 j v (n All material appearing htrein COnStitJte5 the _ ,/ �--- %a EA E RECESS Seattle, Washington 98121 -2720 N unpublished and original work of the Architect and may not be durlicated, used, or d 3clo "d IN SLAB FOR 206 223 -2742 W p without the written consent of the Architect. INSTALLATION AND 206 622 --9462 fox V) U_ REMOVAL OF -�► - - -- _ LOCK (LOCK BY OTHERS) j --� I. #4 REBAR +A r N _ _--POST POST FOOTING SLEEVE 7 l 1 -- II• COMPACTED EARTH -1 I; AROUND 18" x 2' -0" 0 CONCRETE FOOTING REMOVABLE BOLLARD SCALE: N.T.S. o~ { I 4 Q� s� r x C N - -' of e the REBAR PLAN F � �,, �R`r` ✓' '� L N.T.S. �. 0 , t s` FLAT BAR SUPPORT AND si 4 �r NEOPRENE GASKET STRIPS CONST. JOINT �O" I �' I BELOW GLASS. SEE SECTION REFER TO NOTES. CIVIL r 01 SECT10N Ic 1b f 0-- ` TEXT GRAPHIC, CHEMICAL - ETCHED IN 'moo . ' ,� /r j� ; STEEL FROM FULL -SIZE, TEMPLATE. TEXT AND BORDERS RAISED IN RELATION TO ETCH. I ` TEXT IS 1 1/2" HIGH, % ry ! \ � � 0 % it LOWER CASE, FONT "JANSON" OR APPROVED. TEXT IS CENTERED ALONG, CIRCUMFERENCE OF RING. EVENLY SPACED ! YC , , WORDS. TEXT READS: "before the paoi a�� as coal mines before the \ �� 0 �/ 1 railroad cars before the O ! lumber yards before the brick works before the school buses before the jet planes" SEE SPECIFICATIONS. { I MOUNTING SCREW, SEE SECTION NOTES. � Q � d 1 SECTION CONCRETE SIDEWALK, SEE CIVIL. SILICONE SEALANT ® GALV. STL. MOUNTING ANGLE. ANGLE SECURED W/ #3 REBAR STUDS ETCHED, STEEL RING.* 1/8- THICK EPDM RING, GASKET. �--- SILICONE SEALANT ART KILN CAST GLASS, 1" THICK *, SEAMED TO LAMINATED GLASS, 3/4" THICK* MIRRORED ACRYLIC, INSTALLED BY FIBER OPTIC FABRICATOR* ON 1/2" NEOPRENE RING GASKET 1 1/2- X 3 1/2"(+/-) X 1/4" GALV., STL. ANGLE, SHOP WELDED W/ T- SUPPORTS, SEE PLAN 7 SEE SPECS. ANGLE BEARS UPON CONC. LEDGE ' SILICONE SEALANT - 1/16" THK., 1" W, NEOP. RING, GASKET, 39" O.D., NEOPRENE STRIPS ON FLAT BAR SUPPORTS t - S.S. MOUNTING, SCREW, COUNTER -SUNK, TAMPER - RESISTANT, SET 9/16" FROM EDGE TO CENTER. TOTAL OF (4). SEE PLAN. THREAD STEEL MOUNTING ANGLE BELOW TO ACCEPT SCREW. CONCRETE SEALANT. 1/2" X 4" EXP. MAT SEAL 3" PVC CONDUIT PENETRATION (SWEEPING BENDS THIS CONDUIT RUN., TYP.) DAMP - PROOFING, TYP. ® INTERIOR AND EXTERIOR CONC. SURFACES, U.N.O. FILTER FABRIC WASHED ROCK - 1" SAND PROTECTION - NATIVE UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. 6161 REGISTERED RCHITECT oy Pardini, A.I.A. STATE OF WASHMCTON FR 057 .r 2 1/40 SO. T.S.. CONTINUOUS WELD TO BASE PLATE AND AT TOP. CAP do SURROUNDV4G COLUMNS. 3/8" X 1" HIGH S.S. STRAP; PRE- DRILLED. FASTENED TO T.S. —COLUMNS WITH 1 /4' S.S.. _ B - TAMPER RESISTANT SCREWS. - N VLE 3/8- X 3 H S -S. STRAP, - PRE- DRILLED, FASTENED TO TUBE SECTION 2 STEEL COLUMNS WITH 1/4- S.S. TAMP. RESIST., SCREWS. ',r - - - - -- -- 2' -0" TO CENTER OF TJ W W w vi LJLLJ r 0__ t , w N ' N I { co cv 3/4" F =_M 1/2" EXP. MAT. BELOW. 3/8" STL. SLEEVE, WELD (CONTINUOUS), TO COLUMNS AND BASEPLATE. 1/4" STL. PL. BELOW, WELD TO BASE PL., CENTER TUBE do SLEEVE WITH 1/4" CONTINUOUS FILLET WELD. 2" DIA. HOLE IN BASE PLATE I W FOR CONDUIT STUB. REFER TO ELECTRICAL FOR COLUMNS WITH CONDUIT. TYPICAL, CLEAN, CONTINUOUS, FILLET WELD. 1 1/2- DIA. S.S., LEAN RAIL. REFER TO PLANS FOR LOCATION. R 3' T1fp. 1' T1fP. SECTION 4 W-r vnUN J W I V V. V• I- ® 90 DEG. TO EA. OTHER i— V r r V K I AN U taAS K t 15* DEEP, * NOTE: =ART MEDALLION SYSTEM BEND 12" VERTICAL ® BOTH CONNECTION COMPONENT, SEE SPECS. ENDS OF (4 OF 12) BARS. r I f SEE REBAR PLAN ABOVE. 1/2" S.S. MEDALLION DETAILS TO ANCHOR 7 `� LEAN RAIL. - — E -f SCALE: 1 1/2" 1' -0" - PLUG WELD �- - - GROOVED STUD TO _ 1701 Commerce -- T.R., SET SCREW, Tacoma, Washington SECTIQN 3 I Job No.: 97032.00 M 2 -- GROOVED, , mitt Parr n, 253 383-700 �-o �253� 383 -8728 fax 1000 Lenora St. Architecture Suite 405 All material appearing htrein COnStitJte5 the Urban Design Planning Seattle, Washington 98121 -2720 unpublished and original work of the Architect and may not be durlicated, used, or d 3clo "d Interior Design 206 223 -2742 without the written consent of the Architect. 206 622 --9462 fox t - S.S. MOUNTING, SCREW, COUNTER -SUNK, TAMPER - RESISTANT, SET 9/16" FROM EDGE TO CENTER. TOTAL OF (4). SEE PLAN. THREAD STEEL MOUNTING ANGLE BELOW TO ACCEPT SCREW. CONCRETE SEALANT. 1/2" X 4" EXP. MAT SEAL 3" PVC CONDUIT PENETRATION (SWEEPING BENDS THIS CONDUIT RUN., TYP.) DAMP - PROOFING, TYP. ® INTERIOR AND EXTERIOR CONC. SURFACES, U.N.O. FILTER FABRIC WASHED ROCK - 1" SAND PROTECTION - NATIVE UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. 6161 REGISTERED RCHITECT oy Pardini, A.I.A. STATE OF WASHMCTON FR 057 .r 2 1/40 SO. T.S.. CONTINUOUS WELD TO BASE PLATE AND AT TOP. CAP do SURROUNDV4G COLUMNS. 3/8" X 1" HIGH S.S. STRAP; PRE- DRILLED. FASTENED TO T.S. —COLUMNS WITH 1 /4' S.S.. _ B - TAMPER RESISTANT SCREWS. - N VLE 3/8- X 3 H S -S. STRAP, - PRE- DRILLED, FASTENED TO TUBE SECTION 2 STEEL COLUMNS WITH 1/4- S.S. TAMP. RESIST., SCREWS. ',r - - - - -- -- 2' -0" TO CENTER OF TJ W W w vi LJLLJ r 0__ t , w N ' N I { co cv 3/4" F =_M 1/2" EXP. MAT. BELOW. 3/8" STL. SLEEVE, WELD (CONTINUOUS), TO COLUMNS AND BASEPLATE. 1/4" STL. PL. BELOW, WELD TO BASE PL., CENTER TUBE do SLEEVE WITH 1/4" CONTINUOUS FILLET WELD. 2" DIA. HOLE IN BASE PLATE I W FOR CONDUIT STUB. REFER TO ELECTRICAL FOR COLUMNS WITH CONDUIT. TYPICAL, CLEAN, CONTINUOUS, FILLET WELD. 1 1/2- DIA. S.S., LEAN RAIL. REFER TO PLANS FOR LOCATION. R 3' T1fp. 1' T1fP. SECTION 4 I DEEP, THREADED CONNECTION IN LEAN RAIL. r I f 1/2" S.S. l � THRU -BOLT, TO ANCHOR LEAN RAIL. - — E -f SEC'lON 5 - PLUG WELD �- - - GROOVED STUD TO _ S.S. STRAP. -- T.R., SET SCREW, FROM UNDER - SECTIQN 3 I SIDE OF LEAN - ' ! RAIL INTO -- GROOVED, STUD. �-o 3 1/2" w° z SEOON 6 w 2 1/2... X 6" ACCESS U' OPENING W/ STL, COVER PLATE, PAINT 3 1/2- X 7 ", FASTENED WITH COLOR REMOVABLE, S.S. SCREWS. P -4 - REFEP, TO ELECTRICAL FOR COLUMNS WITH ACCESS REQUIREMENTS. 1/2" (EJ) REFER TO CIVIL. TOP OF BASE PL (TJ) TOOLED JOINT SEE SECTION 1, ABOVE. REFER TO CIVIL. r- LINE OF SOIL ® SIM. SECTION 4 EQ.I I I � I EQ. SECTION 3 1 SECTION 2 � SECTION 1 SEALED CONC., NP. I — v POUR LINE A— ELEVATION d d SEE CIVIL FOR SIDEWALK CONCRETE DETAILS. lo d Q d REFER TO STRUCTURAL FOR ° FOUNDATION AND STEEL DETAILS. NOTE: S.S. POLISHED TO #4 FINISH, TYP. i * HEIGHT MAY VARY +/- 2 ", DEPENDING UPON GRADING AT ECTI ON rJ GRIDLINES G,F. ® BOTH NORTH AND ^1111' CONTINUOUS SHELTERS. REFER TO STRUCTURAL. TYPICAL COLUMN DETAIL �...� SCALE: 1 1/2" = 1' -0" MMAMMMoi o' 4" 8° 16" DESIGNED DATE: M + P Department of Transportation --- Transit Division 06/06/00 DRA: CHKD: SCALE: FILE IJDM IHB VARIES _ RENTON TRANSIT CENTER FILE RECOM. CONTRACT: DWG. NO. - fW",r va c03057c DETAILS King County A6,1 APPROVED � SIGN, BOLLARD MEDALLION, COLUMN 'E31 C �' , %~— - ��`..�' -� C SCANNED NOV • 7 2003 • 4 I 8 0 H 1" M N. C--4 I Ei lr.�... e. i2l "02 I WN co W PT!li I ao W c F-- Z 4 O 3E �Z U }J-. °W LIJ p a: G�� U) Q --� C Z 4 E_<- LJ - L a ED Z CL a AND VENTILATION. S.S. BOLTS. UN- PAINTED, IN - zQ W REMOVABLE TOP. REFER 'D Of - -- i2l "02 I WN co W PT!li I ao c 00 4 �— 3E Z °W LIJ p a: G�� c° V MESH, PAINTED BLACK. �o E '10D�. - t a ED STEEL PLATE FOR LIGHT CL i2l "02 I WN co W PT!li I .l 1`-6"` 04510E FACE OF ACRYLIC 1/4" T RANSLUCENT, RED, -- - - -- ACRYLIC LIGHT WnSER, (4) SIDES. F L_E.D. 1/4- SEPARATION FROM _ I ACRYLIC LIGHT DIFFUSER. — -- - _ It : H 9 DOWN LIGHT FIXTURE, SEE ELECTRICAL DETAIL, 4/E2.2. 2' X 8" VENTILATION SLOTS.- I I I " e 1/2" X 1/2" STAINLESS, STEEL STOPS BOTH SIDES (W/ #4 FINISH) AND 1/8" NEOPRENE I CASKET TYP. W/ S.S., TAMPER — RESISTANT, HEX —HEAD SCREWS 0 2 MIN_ PER STOP P _3 TYP. U.N_O. ! SECTION 4 I 1 i � + L.E.D. DISPLAY (TYP. OF 4, WIRED IN SERIES): CIRCUIT BOARD Wj 384 DISCRETE L.E.D.S IN 8 ROWS, 48 COLUMNS, CENTERED, SPACED - •- •-- •- •- •----- •- •-- •• -P-M� -' �' 0 0.3 ". (INCLUDES MULTIPLEXING CIRCUITRY, EPROM MEMORY CHIP, 15" X 3 1/2-DEEP MASTER CLOCK AND LOGIC CIRCUITRY. TRANSFORMER. ELEVATION bF L.E.D. INSTALLATION BY Ar- .DOR. SEE ELECTRICAL SHEET 4/E2.2 FUR J -BOX, POWER. S.S., PIANO HINGE W/ COUNTER -SUNK FASTENERS, 0 S.S. & POLYCARB. - SHT. DOOR.=-- _-- ___- ____«_- l ACRYLIC PANEL BELOW. 1 �.. I S.S., REMOVABLE, TAMPER - RESISTANT, SCREWS, L (2) PER THIS SIDE OF DOOR. WEATHER STRIP. 5/8" VENTILATION CLEARANCE 0 EA. SIDE. SHAFT REMOVABLE PANEL, STOPS, - SHOWN REMOVED. S.S., REMOVABLE, - TAMPER- RESISTANT, SCREWS, Q----- - = - - -- -- _ - - -_�, (2) PER THIS SIDE OF REMOVABLE PANEL. I -- -- V I GALVANIZED SCREEN, 1 /4 " MESH, l PAINTED BLACK. CONCEAL /ROUTE ALL WIRING FROM - CAP TO BASE THROUGH T.S. ii 5/8" SLATE, TYPE "MIDNIGHT BLACK ", EXPDXYED TO 3/4" a \� � SECTION A SECTION A CEMENT BOARD, TYP. OF (4) SECTION A SIDES. 00 1 1/2" X 8" VENTILATION SLOT, ` TYP I OF (4) . 1/2" DIA. WEEP HOLE IN CORNER, TYP OF (4). I ir I 22 GA. GALV. STL, FLASHING. STL. SUPPORT STRAP PLANS 1,2,3 i Im SCALE: 1 1/2" 1' -0" 0" 4" 8" 16" i j PLAN -1 BASE REMOVABLE TOP, SHOWN REMOVED_ 4 r 2' X 11' VENTILATION 'St QT5 --- -- _ - -ti - -_ L_E.D. DISPLAY CIRCLXT BOARD_ W/ GALVANIZED SCREEN. 1/4- SEE SPECS. MESH, PAINTED BLACK. -- 16' X 16' OPENING IN - t STEEL PLATE FOR LIGHT a AND VENTILATION. S.S. BOLTS. UN- PAINTED, IN - ----�. REMOVABLE TOP. REFER 'D z? - -- - TACK WELD NUTS INSIDE. S'RUC T. 7/53.6 _ .l 1`-6"` 04510E FACE OF ACRYLIC 1/4" T RANSLUCENT, RED, -- - - -- ACRYLIC LIGHT WnSER, (4) SIDES. F L_E.D. 1/4- SEPARATION FROM _ I ACRYLIC LIGHT DIFFUSER. — -- - _ It : H 9 DOWN LIGHT FIXTURE, SEE ELECTRICAL DETAIL, 4/E2.2. 2' X 8" VENTILATION SLOTS.- I I I " e 1/2" X 1/2" STAINLESS, STEEL STOPS BOTH SIDES (W/ #4 FINISH) AND 1/8" NEOPRENE I CASKET TYP. W/ S.S., TAMPER — RESISTANT, HEX —HEAD SCREWS 0 2 MIN_ PER STOP P _3 TYP. U.N_O. ! SECTION 4 I 1 i � + L.E.D. DISPLAY (TYP. OF 4, WIRED IN SERIES): CIRCUIT BOARD Wj 384 DISCRETE L.E.D.S IN 8 ROWS, 48 COLUMNS, CENTERED, SPACED - •- •-- •- •- •----- •- •-- •• -P-M� -' �' 0 0.3 ". (INCLUDES MULTIPLEXING CIRCUITRY, EPROM MEMORY CHIP, 15" X 3 1/2-DEEP MASTER CLOCK AND LOGIC CIRCUITRY. TRANSFORMER. ELEVATION bF L.E.D. INSTALLATION BY Ar- .DOR. SEE ELECTRICAL SHEET 4/E2.2 FUR J -BOX, POWER. S.S., PIANO HINGE W/ COUNTER -SUNK FASTENERS, 0 S.S. & POLYCARB. - SHT. DOOR.=-- _-- ___- ____«_- l ACRYLIC PANEL BELOW. 1 �.. I S.S., REMOVABLE, TAMPER - RESISTANT, SCREWS, L (2) PER THIS SIDE OF DOOR. WEATHER STRIP. 5/8" VENTILATION CLEARANCE 0 EA. SIDE. SHAFT REMOVABLE PANEL, STOPS, - SHOWN REMOVED. S.S., REMOVABLE, - TAMPER- RESISTANT, SCREWS, Q----- - = - - -- -- _ - - -_�, (2) PER THIS SIDE OF REMOVABLE PANEL. I -- -- V I GALVANIZED SCREEN, 1 /4 " MESH, l PAINTED BLACK. CONCEAL /ROUTE ALL WIRING FROM - CAP TO BASE THROUGH T.S. ii 5/8" SLATE, TYPE "MIDNIGHT BLACK ", EXPDXYED TO 3/4" a \� � SECTION A SECTION A CEMENT BOARD, TYP. OF (4) SECTION A SIDES. 00 1 1/2" X 8" VENTILATION SLOT, ` TYP I OF (4) . 1/2" DIA. WEEP HOLE IN CORNER, TYP OF (4). I ir I 22 GA. GALV. STL, FLASHING. STL. SUPPORT STRAP PLANS 1,2,3 i Im SCALE: 1 1/2" 1' -0" 0" 4" 8" 16" i j PLAN -1 BASE REMOVABLE TOP, SHOWN REMOVED_ 4 r 2' X 11' VENTILATION 'St QT5 --- -- _ - -ti - -_ L_E.D. DISPLAY CIRCLXT BOARD_ W/ GALVANIZED SCREEN. 1/4- SEE SPECS. MESH, PAINTED BLACK. -- 16' X 16' OPENING IN - t STEEL PLATE FOR LIGHT AND VENTILATION. S.S. BOLTS. UN- PAINTED, IN - ----�. REMOVABLE TOP. REFER 'D z? - -- - TACK WELD NUTS INSIDE. S'RUC T. 7/53.6 _ REFER TO STRUCT. 7/S3.6 CIRCUIT BD. BEYOND NOT --- SHOWN FOR CLARITY. - t PLAN-3 2" X 2- ANGLE TO ' PROVIDE SUPPORT �' I _ _ 1/4" TRANSLUCENT, RED, FOR L.E.D. BOARDS. ACRYLIC. (4) SIDES. ATTACH MOUNTING TRACKS TO T.S. CONCEAL /ROUTE �- W/ S.S. SCREWS. ALL WIRING FROM CAP TO BASE " - DOWN- LIGHT. SEE ELECTRICAL THROUGH T.S. ° I DETAIL 4/E2.2. 3 SCREWS PER VERTICAL - 1 "J� I -y--- S.S. SET PIN, TYP. OF (4) IN PRE - DRILLED HOLES IN ACRYLIC STOP 0 SHAFT, TYP. SHELF. S.S. MOUNTING TRACK ADJUSTIBLE, S.S. BRACKETS W REMOVABLE S.S. SCREWS. S.S. SET PIN, TYP. OF (4) IN PRE - DRILLED HOLES IN ACRYLIC SHELF. 16" X 16" OPENING IN STL. PL. 1" X GALV, STL. PLATE 2" X 2" GALVANIZED, PRIMED AND PAINTED, TUBE STEEL FRAMING TYPICAL. J -BOX, TRANSFORMER. SEE ELECTRICAL DETAIL 4/112.2. 1/4" 2"W STL. STRAPS, SCREW TO T.S_ (3) STRAPS EA. SIDE, EXCEPT ONLY (2) SIDE STRAPS 0 OPERABLE SIDE. SEALANT 0 GALV., FLASHING ---- -� ON 2 112" HIGH, 2" T.S. 1 1/2" HOLE. SLOPE 2% 1/2" X 4" EXP. MAT. IN C.J. CONDUIT SEE - ELEC. 4/A2.2. 2" DIA. HOLE ~- 0 STEEL PLATE. - 1/4" CLEAR ACRYLIC, X 14" SQUARE, TYP OF (3). ADJUSTABLE, S.S. BRACKETS W REMOVABLE S.S. SCREWS. SCREW HOLES IN 1/2- X 1/2- S.S. MOUNTING TRACK, FOR S.S. BRACKET SCREWS 0 2" SPACING. .236" TUFFAK CM -2 ►` POLYCARBONATE SHEET, TYP. PLAN -2 1/4" TRANSLUCENT WHITE ACRYLIC, 2447, LIGHT - DIFFUSER SHELF, X 14" SQUARE. CLEAN, CONTINUOUS SHOP WELDS, GROUND SMOOTH 0 ALL JOINTS TYP. CENTER UPLIGHT. SEE ELEC. DETAIL 4/E2.2. IN -LINE, FAN. MOUNT TO SIDE, STL. STRAPS. REFER TO ELEC. DET. 4/E2.2. & MECH. FAN SCHED., M3.1 DIRECTION OF IN -LINE, FAN AIR FLOW AIR FILTER, MOUNT TO SIDE, STL. STRAPS, REFER TO M1.1. PLAN —1 SLOPE 2% SCREEN 0 VENTILATION /WEEP —� SLOTS. a NOTE: REFER TO STRUCT. FOR „ FOUNDATION AND TUBE / --� PLATE -STEEL FRAMING, DETAIL \\ 7/S3.6. SEE CIVIL FOR PAVEMENT AND --, BASE. SECTION 4 2 SCALE: 1 1/2" = V-0 0" 4" W. 16" 1701 Commerce Tacoma, Washington Job No.: 97032.00 Merritt Part MI 913402-32 53 3830 8700 �253� 383 -8728 fox 1000 Lenora St. Architecture Suite 405 All material appearing herein constitutes the Urban Design Seattle, Washington unpublished and original work of the Architect Planning 98121-2720 and may not be dupe cated. used, or d sciosed Interior Design 206 223 -2742 without the written consent of the Architect. �206� 622 -9462 fax ROLL �1 !91 1' -9 1/4w 3 5/S _----- .,-- -- REmovABLE TOP_ F -- ---- SCREENED. VENT SLOT. Ir- 11---- -_.� -- `_- MITERED CORNERS 0 STOPS, TYP. t " L_E.D. BEHIND TRANSPARENT, I ` RED, COLORED, ACRYLIC LIGHT i DIFFUSER. REFER TO SECTION A. Q i� 0 o� FR 0�8 No in 1 I PIANO HINGE 0 DOOR, REFER TO PLAN - 2/ 1 /A6.2 ACCESS SCREW, TYP. OF (2) el 0 THIS OPERABLE HINGED, DOOR, REF. TO PLAN- 2/1/A6.2 NOTE: ARTIST WILL PROVIDE AND INSTALL DISPLAY ITEMS AND LABELS AFTER PYLON IS COMPLETED, SEE SPECS. D �-- T.S. FRAMING, PAINTED BLACK TYP. CLEAR, PQLYCARBONATE SHEET, TYP. SEE SECTION A ADJUSTABLE, SHELVING, TYP. T - ?7Sf� SLATE PANELS, REFER TO REFER TO PLAN -1 / 1 /A6.2. S.S. STOPS, TYP. 1/8" NEOPRENE GASKET, TYP. S.S. BOLTS, UN- PAINTED, REF EK TO STRUCT, 7/S3.6 2% SLOPE 2X .► ACCESS ELEVATION (FACES WEST) ELEVATIONS SLOPE 2%. SCALE: 1 1/2" = 1' -0" - 0" DESIGNED _M_+ P Department Of Transportation Transit Division DRA: TIH KD: SCALE: JDM B 1 1 12 " =,' -o" RENTON TRANSIT CENTER RECOM. CONTRACT: C03057C ART DISPLAY PYLON King County APPROVED DETAILS r1 SLOPE 290 GATE: -- 06/06/00 FILE FILE DWG. N0. A6.2 oS'�' 2 %J SCANNED NOV • 7 7003 ,P 8 0 N r� w N fl e� NOTE: ALL T -S. AND SLEEVES. 2' X 2` T.S_ SHOP WELDED WITH FULL TOP RAIL. 2' Ian � y, PENETRATING, CONT. WELDS • GROUND SMOOTH. , -13 6' —_ 1 X t' T.S. SHOP WELDED I TO TOP AND 0� 80T. RAILS AND EA. OTHER__ " -- - 1 1/2- DIA. S.S. LEAN r i RAIL, CENTER ON FACE ` OF VERTICAL 2" X 2" T.S. a _ W I — f G ! E O I t-- I E SECTION I !Z LJ U WELD GROOVED STUD { ,` TYP. S.S., ROUNDED _ TO T.S. HEAD BOLT. z Q 2- X 2- T-S. T I I c/,,//y [ 0 W of BOTTOM RAIL. s Lij 'f- =-�-�— SET SCREW, FROM UNDER- I Z I : SIDE OF LEAN -RAIL INTO j i i I N / F O GROOVED, STUD. C ; I GALVANZED - Z Q - SECTION (PLAN) STL_, C- SHAPE, MOUNTING e e W z REFER TO BRACKET (P -4) W/ PRE- WELDED I I �`'' STRUCT. i 'NUT (PAINTED BLACK) TO SCREW i ONTO ANCHOR BOLT. qt I' - CONC. CURB —z _)!J I. Ie j i o it I 4 , REFER TO # t I f LANDSCAPE { i FOR SOIL AND SIDEWALK PLANTINGS. b 1 I I A - ELEVATION ® CONNECTION , j ao _ I 8 REF. TO CIVIL I FOR PAVING, D 1/2- ANCHOR BOLT, EPDXYED 1 Q BASE, INTO PRE - DRILLED HOLE IN , Z i 1 1, _ •�. d - - -� COMPACTED a; CURB. 00 3 E � i I! FILL AND I DRAINAGE. TYP. S.S., TAMPER RESISTANT REFER TO GENERAL BOLTS /NUTS. NOTE: SHOP RAILING NOTE 4/A3.3 z iw DRILLED HOLES IN RAIL. La..� a'. a: C - SECTION �PLANi B - SECTION " FIELD -DRILL HOLES INTO 6 M � 6 (� c o SEE CIVIL BRACKET. V€ STEEL RAIL DETAILS EFpa '��E-- C R € CP C" 00 as Q w SCALE: 1 1/2" = 1' -0" 0" 4" 8" 16' CENTER SCREWS, EA. SIDE TYP. 2" X 2" T.S. SHOP WE MITERED ONE -PIE STOP FR TYP. 2" X 2" T.S., SHOT" WE TO TOP BOTTOM MEMBERS AND TO OTHER. v )ST. - - -= l=. 0 LU i PAINT COLOR P -4 ------------ j CENTER I 1' TYP. TAMP. RESISTANT, S.S., PAN HEAD BOLT & NUT. 2" Uj W >_ W _— Z`1 Q - - -- 0 Z) p J _ a LJ -- --�(`— Y 0 Z I I < o N_ j Li Q w jl x3C) Q O m Ln w 2 w i W — J Z w w .� Z w = W V -,,,LL o e - -- 71k - e14 o3 2„ X 2" — - --- ---+- T.S. I STL TUBE -SHAPE W 'BOTTOM - — MOUNTING & LEVELLIN" BRACKET I W/ ANCHOR BOLT (ALL PAINTED BLACK). I. Z CONC. SIDEWALK w E - ELEVATION 1/2- ANCHOR BOLT, EPDXYED INTO PRE - DRILLED HOLE IN SIDEWALK. TYP. TAMP. RESIST. S.S., PAN -- Z HEAD BOLTS & NUTS. NOTE: O ' SHOP DRILLED HOLES IN POST. ` FIELD DRILL HOLES INTO BRACKET. j WINDSCREEN DETAILS SCALE: 1 1/2" 1' -0" 0" 4" .4 PiNg J o EQ. 31 1/2" 2" 2" EQ. !� EQ. — f� D - SECTION (PLAN) cv vi 1/8" GASKET ALL SIDES, j TYPICAL ® ART GLASS < a�' (1) #10 HEADLESS + o SETSCREW (AVDEL 0 N, w ~ APPROVED) CENTER i o Z Uj ON 2 SIDES (NOT T '� w U_ BOTTOM EDGES) Lj X INSTALL NUT -SERT � YINTO T.S. FRAME TYPICAL AT STOP F I G f -- M ? w ¢ OUTSIDE OF ' ` •- SEATING AREA NW20 m _ to 0 0U wen 3•_8 3/4- 'I �� it 1' -7 3/4' 1' -0 3/4' I 2p-8w REFS R O T — __� _---, _ __ _. —_ k ---4- 2/A6.3. 3.4/A3.3. 8/A3.6 2 "X 4 -FRPT c TUBE RAILS, t ' FRP CAP AT ENDS OF TUBE' W/ TAMPER PROOF G.S. !AG w RAILS, TYPICAL. SHOP ADHE SCREWS ATTACHED TO MTL. B CHANNEL. COLOR TO BE BEIGE- f, I E r. k T 1 1 1/4" GALV_ FLAT BAR ARM - REST (REFER TO 8/A3.6). SHOP WELD TO 1-1/2-X5- GALV. t - - t MTL. CHANNEL_ PAINTED BLACK. 1 I TYPICAL BENCH FRAME 1/ 2"X5" GALV. MTL. CHANNEL SHOP WELD I - If TO T.S. POST. PAINTED BLACK. I - -� REFER TO 8/A3.6 FOR ALIGNMENT. T.S. POST W/ MOUNTING PL. j jjl i BOLTED TO PALING. PAINTED I I BLACK. REFER TO PLAN 8/A3.6 1 FOR ALIGNMENT. t ! z ' W ! (n tin f f SIDEWALK r r r + r r BENCH DETAIL B - SECTION JOINT TYPE VARIES: REFER -� ; Y a TO CIVIL C14 FOR TYP. ' Q � N CONSTRUCTION / x = .� w EXPANSION JOINT _ > ? w LOCATIONS. 4 a A b SCALE: 1 1/2" = 1' -0" 0" 4" 8' 16" NOTE: SHOP WELD ALL T.S. BRACKETS & SLEEVES, W/ FULL PENETRATING, CONTINUOUS WELDS BEFORE SHOP PRIME /FINISH. TOUCH -UP WINDSCREENS IN THE FIELD. REFER TO SPECS. NOTE: S.S. LEAN RAILS & STOP FRAMES 1 1/2" DIA. STAINLESS STEEL, LEANING RAIL, CENTERED ON FACE OF 2" X 2" T.S. VERTICALS. �TYP. 1/2" X 1/2" S.S., SHOP WELDED, MITERED ONE -PIECE STOP FRAME AT INSIDE OF WINDSCREEN W/ (1) REMOVABLE, TAMP. RESIST., S.S. SCREWS AT (4) SIDES. SCREWS & BOLTS REMAIN L\S"z - UN- PAINTED, TYP. 1/4" TEMP. GLASS (O.F.C.I., STND. �► 53 1/4" X 31 1/4") I 2" X 2" T.S. BELOW i WELD GROOVED STUD TO 2" X 2" T.S. IN SHOP, DESIGNED M--+-,- P TAMP. RESIST. SET SCREW, FROM UNDER -SIDE OF CHKD: SCALE: 7 7 IHB LEAN -RAIL INTO GROOVED, RECOM. _ CONTRACT: STUD. C03057C A -- SECTION (P CL 1701 Commerce Id Tacomo, Washington Job No.: 97032.00 Merritt Pardimi 2 383-8700 �253j 253 383 --8728 fox 0 SCALE: 1 1/2" = 1' -0" 0" 4" 8" 16' CENTER SCREWS, EA. SIDE TYP. 2" X 2" T.S. SHOP WE MITERED ONE -PIE STOP FR TYP. 2" X 2" T.S., SHOT" WE TO TOP BOTTOM MEMBERS AND TO OTHER. v )ST. - - -= l=. 0 LU i PAINT COLOR P -4 ------------ j CENTER I 1' TYP. TAMP. RESISTANT, S.S., PAN HEAD BOLT & NUT. 2" Uj W >_ W _— Z`1 Q - - -- 0 Z) p J _ a LJ -- --�(`— Y 0 Z I I < o N_ j Li Q w jl x3C) Q O m Ln w 2 w i W — J Z w w .� Z w = W V -,,,LL o e - -- 71k - e14 o3 2„ X 2" — - --- ---+- T.S. I STL TUBE -SHAPE W 'BOTTOM - — MOUNTING & LEVELLIN" BRACKET I W/ ANCHOR BOLT (ALL PAINTED BLACK). I. Z CONC. SIDEWALK w E - ELEVATION 1/2- ANCHOR BOLT, EPDXYED INTO PRE - DRILLED HOLE IN SIDEWALK. TYP. TAMP. RESIST. S.S., PAN -- Z HEAD BOLTS & NUTS. NOTE: O ' SHOP DRILLED HOLES IN POST. ` FIELD DRILL HOLES INTO BRACKET. j WINDSCREEN DETAILS SCALE: 1 1/2" 1' -0" 0" 4" .4 PiNg J o EQ. 31 1/2" 2" 2" EQ. !� EQ. — f� D - SECTION (PLAN) cv vi 1/8" GASKET ALL SIDES, j TYPICAL ® ART GLASS < a�' (1) #10 HEADLESS + o SETSCREW (AVDEL 0 N, w ~ APPROVED) CENTER i o Z Uj ON 2 SIDES (NOT T '� w U_ BOTTOM EDGES) Lj X INSTALL NUT -SERT � YINTO T.S. FRAME TYPICAL AT STOP F I G f -- M ? w ¢ OUTSIDE OF ' ` •- SEATING AREA NW20 m _ to 0 0U wen 3•_8 3/4- 'I �� it 1' -7 3/4' 1' -0 3/4' I 2p-8w REFS R O T — __� _---, _ __ _. —_ k ---4- 2/A6.3. 3.4/A3.3. 8/A3.6 2 "X 4 -FRPT c TUBE RAILS, t ' FRP CAP AT ENDS OF TUBE' W/ TAMPER PROOF G.S. !AG w RAILS, TYPICAL. SHOP ADHE SCREWS ATTACHED TO MTL. B CHANNEL. COLOR TO BE BEIGE- f, I E r. k T 1 1 1/4" GALV_ FLAT BAR ARM - REST (REFER TO 8/A3.6). SHOP WELD TO 1-1/2-X5- GALV. t - - t MTL. CHANNEL_ PAINTED BLACK. 1 I TYPICAL BENCH FRAME 1/ 2"X5" GALV. MTL. CHANNEL SHOP WELD I - If TO T.S. POST. PAINTED BLACK. I - -� REFER TO 8/A3.6 FOR ALIGNMENT. T.S. POST W/ MOUNTING PL. j jjl i BOLTED TO PALING. PAINTED I I BLACK. REFER TO PLAN 8/A3.6 1 FOR ALIGNMENT. t ! z ' W ! (n tin f f SIDEWALK r r r + r r BENCH DETAIL B - SECTION JOINT TYPE VARIES: REFER -� ; Y a TO CIVIL C14 FOR TYP. ' Q � N CONSTRUCTION / x = .� w EXPANSION JOINT _ > ? w LOCATIONS. 4 a A b SCALE: 1 1/2" = 1' -0" 0" 4" 8' 16" NOTE: SHOP WELD ALL T.S. BRACKETS & SLEEVES, W/ FULL PENETRATING, CONTINUOUS WELDS BEFORE SHOP PRIME /FINISH. TOUCH -UP WINDSCREENS IN THE FIELD. REFER TO SPECS. NOTE: S.S. LEAN RAILS & STOP FRAMES 1 1/2" DIA. STAINLESS STEEL, LEANING RAIL, CENTERED ON FACE OF 2" X 2" T.S. VERTICALS. �TYP. 1/2" X 1/2" S.S., SHOP WELDED, MITERED ONE -PIECE STOP FRAME AT INSIDE OF WINDSCREEN W/ (1) REMOVABLE, TAMP. RESIST., S.S. SCREWS AT (4) SIDES. SCREWS & BOLTS REMAIN L\S"z - UN- PAINTED, TYP. 1/4" TEMP. GLASS (O.F.C.I., STND. �► 53 1/4" X 31 1/4") I 2" X 2" T.S. BELOW i WELD GROOVED STUD TO 2" X 2" T.S. IN SHOP, ID LL '�191LL FIR I enIDl �G Of GISTERED ?CHITECT A CENTER OVER D LAVATORY = o = � m aC i C) I Io Z El i! CN C) I C O MIRROR PAPER TOWEL SOAP DISPENSER ACCESSIBLE SEAT DISPENSER COVER DISPENSER H K L ck eo a = O C= J = N — O ca x w ih�O MW U ��OO I= , ca N o ! O I V I I SANITARY NAPKIN & ROBE LAVITORY GRAB BARS TAMPON DISPENSER HOOK SEE PLANS FOR SIZES E SANITARY NAPKIN & DISPOSER M ACCESSORY TYPES AND MOUNTING HEIGHTS SCHEDULE y �J A ( Cr O 2 jo to e ELECTRIC HAND DRYER F N TOILET TISSUE DISPENSER f ACCESSIBLE WATER CLOSET SCALE: 1/4" = 1' -0" NOTE: ALL ACCESSORY MOUNTING HEIGHTS TO BE CONFIRMED o" z 4 e WITH OWNER BEFORE INSTALLATION DESIGNED M--+-,- P TAMP. RESIST. SET SCREW, FROM UNDER -SIDE OF CHKD: SCALE: JDM IHB LEAN -RAIL INTO GROOVED, RECOM. _ CONTRACT: STUD. C03057C A -- SECTION (P APPROVED 1701 Commerce Tacomo, Washington Job No.: 97032.00 Merritt Pardimi 2 383-8700 �253j 253 383 --8728 fox 1000 Lenora St. Architecture Suite 405 IL All moter;ol appearing here °n constitutes the Urban Design Plonnin g Seattle, Washington 98121 -2720 unp.)blished and original work of the Architect and may not be duplicated, used, or disclosed Interior Design (206) 223 -2742 w thoit the written consent of the Architect. (206 622 -9462 fax ID LL '�191LL FIR I enIDl �G Of GISTERED ?CHITECT A CENTER OVER D LAVATORY = o = � m aC i C) I Io Z El i! CN C) I C O MIRROR PAPER TOWEL SOAP DISPENSER ACCESSIBLE SEAT DISPENSER COVER DISPENSER H K L ck eo a = O C= J = N — O ca x w ih�O MW U ��OO I= , ca N o ! O I V I I SANITARY NAPKIN & ROBE LAVITORY GRAB BARS TAMPON DISPENSER HOOK SEE PLANS FOR SIZES E SANITARY NAPKIN & DISPOSER M ACCESSORY TYPES AND MOUNTING HEIGHTS SCHEDULE y �J A ( Cr O 2 jo to e ELECTRIC HAND DRYER F N TOILET TISSUE DISPENSER f ACCESSIBLE WATER CLOSET SCALE: 1/4" = 1' -0" NOTE: ALL ACCESSORY MOUNTING HEIGHTS TO BE CONFIRMED o" z 4 e WITH OWNER BEFORE INSTALLATION S Department of Transportation -- Transit Division RENTON TRANSIT CENTER DETAILS SITE FURNITURE M � DATE: 06/06/00 FILE FILE DWG. NO A6.3 SCANNED NOV • 7 2003 M t ED. DESIGNED M--+-,- P DRA: CHKD: SCALE: JDM IHB VARIES RECOM. _ CONTRACT: ; ZK� C03057C Kind County _ APPROVED S Department of Transportation -- Transit Division RENTON TRANSIT CENTER DETAILS SITE FURNITURE M � DATE: 06/06/00 FILE FILE DWG. NO A6.3 SCANNED NOV • 7 2003 M t ED. 8 0 N V PM 0 C4 r� V O B r SEAM M PANEL CLIP. 2"' WIIIX MAXMJM, DESIGNED ® 2X RAFTER k O �- _ 3 BEAD OF / 8 NON-SKINNING (SAVE TO RIDGE') o - - PANEL CLIP e I BUTYL, SEALANT ON BOTH �--- STANDING -SEAM PAM X RECOM. -__ STANDING -SEAM PANEL f _ SIDES OF MALE RIB PRIOR � DWERTER SUPPORT STRAP AND POP RIVET O EACH SEAM -- -- — CONTINUOUS FACTORY - I A TO ENGAGING FEMALE ® 12" O.C. RIB OF NEXT PANEL tr I' 1/8- POP RIVETS O 12 -- - - --- -_ 1" LONG BEND � - (2) POP RIVETS O LAP _ _ PANEL END PLUG (BLACK) - - - -- - - - - --•- 0 RIDGE FLASHING PANEL END PLUG (BLACK) BEND HEM AGAINST PAN e I R 6 'TLIOE -STEEL PURLIN FASTENERS INTO PURLINS FAKE OF DIVERTER TRIM _� TUBE -STEEL PURUN I O Of a. 3/16 "x7/8" CONT. --�'J 3' BOTTOM FACE OF DIVERTER TRIM --=- o OR RAFTERS ONLY. LAJ l SEE __., 15EUC / j Z W I STRUCT• TUBE -STEEL RAFTER 5_ T=--- L .J F- I BEYOND FIELD BEND PANEL UP 1 1/4- TUBE -STEEL RAFTER � t1) f BEYOND - 9 EQUAL EQUAL _ _ �� CONTINUOUS CLEAT \ _ -` V► ! e OO j FASTENER 0 12" 0 C __-/; / t I BRING HEM WITHIN 1/16" OF RAFTER < C� p Q GENERAL Ir1ETAL ROOF NOTES: FILL POCKET OF PANEL TAB AND TO CONCEAL CLEAT BEYOND. SHOP DRILL 1/4" POCKET OF DIVERTER TRIM WITH DIA., WEED HOLE , CENTER ON BOTTOM 1. ALL TRIM FLASHING TO LAP ONLY AT NON SKIMMING BUTYL SEALANT PRIOR z -� PLATE OF RATERS. TYP. RAFERS, NO LAPS EXPOSED TO BELOW, TYP. DIVERTER SUPPORT STRAP NOTE: TO INSERTING DIVERTER TRIM. GABLE TRIM < O 2. NO PANEL CLIPS AND /OR FASTENERS EXPOSED AT END CONDITION, PLACE COLORED 1 / 8" RIVETS O 12 O.C. W Z W - RAFTER TO BELOW, TYPICAL (EXCEPT FOR RIVETS). SIDE OF STRAP METAL OUTWARD. DIVERTER NOTE: AT ENDS OF DIVERTER � 3_ SEE ROOF PLANS FOR ROOF SLOPE, TYP. RUNS, CARRY FACE OF DIVERTER 1/2" PAST RAFTER AND CARRY BOTTOM FACE SAVE AND CLIP 4_ SEE STRUCTURAL FOR BOLTS, BRACKETS, TYP_ DETAIL'S DIVERTER DETAIL 3/4 ", BEND LAST 1/4" DOWN 45 DEG. To FORM " " 1 " " DRIP. SCALE: 3 = 1 -0 0" 2" 4' 8' I APPLY 3/8" BEAD OF NON- SKINNING STANDING -SEAM BUTYL SEALANT ON BOTH SIDES OF PANEL MALE RIB AS SHOWN E > \� MALE RIB OF LjJ da \\ L i USE HEMMING TOOL SNAP -SEAM TO FIELD BEND 1 t PANEL CIA � o v �--� TAB UNDER PANEL —o 'E \ ME X 411 c a / a FACTORY \ PANEL NOTCH. i TYPICAL AT MALE < AND FEMALE PANEL �� \ RIBS. ` x �< o //J FILL END OF ` PANEL SEAM WITH SEALANT. CLOSE OFF END OF PANEL 0 Uj WITH NYLON END PLUG. USE SEALANT TO HOLD IN PLACE PANEL END j CLIP DETAILS SCALE: N.T.S. o« PLAN OF STANDING -SEAM CLIP CONTINUOUS FACTORY —, RAFTER INSTALLED SEALANT STANDING SEAM PANEL I i -- � TUBE STEEL -- ii I oil PURLIN I I I I NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 0" 2" 4" g" SEAM DESIGNED ® 2X RAFTER # REGISTERED (IF APPLICABLE) Z -, __ tY _1 , -�- d- Xa _�_ ! I I _ �� _ DRA: CHKD: JDM` IHB ® RIDGE CONDITION (DASHED LANE) X RECOM. Iii _ —4—)—j — — 0 - - - - -- APPROVED CONTINUOUS FACTORY - I Cz I N PLAN OF STANDING -SEAM CLIP CONTINUOUS FACTORY —, RAFTER INSTALLED SEALANT STANDING SEAM PANEL I i -- � TUBE STEEL -- ii I oil PURLIN I I I I NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 GABLE DETAIL SCALE: 3 " =1' -0" � I Tie -f 9 /- i?.ii FIELD NOTCH HEMS OF LOWER GABLE TRIM - 3" LONG AND 1/8" WIDE AT LAP. APPLY (2) 3/8" BEADS OF NON- SKINNING 3UTYL SEALANAT TO TOPSIDE OF LOWER GABLE TRIM BEFORE ENGAGING. 1/8" RIVETS AT TRIM LAPS IN SEALANT LINE IF NESCESSARY TO CLOSE "FISHMOUTH" 0« 2., 4, 8« NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 SCALE: 3 = 1 -0 0' 2' 4 8" NOTE: SEE TYPICAL CALL -OUTS AND GENERAL ROOF NOTES, 1/A6.4 -ION NON- SKINNING BUTYL SEALANT AT ENDS, FILL ALL GAPS (EXCEPT PERFORATIONS) .032 PERFORATED ALUM.. pPEN 13 1/2% NET FREE AREA WITH 1/8" DIA HOLES ,� 0 3/8 , O.C. STAGGED — i VENTED RIDGE DETAIL 0- 2- 4• e~ IN RIDGE '�REq '0 l t\ I ROOF NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 NOTE: SEE 1 C /A6.4 FOR TYPICAL NOTES. NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 SCALE: 3" = 1 ' --0" 1701 Commerce Tacoma, Washington Job No.: 97032.00 98402 -3207 Merritt Pard n' �253� 383 -8700 253 383 -8728 fax 1000 Lenora St. Architecture Suite 405 All rnater;ol appearing herein constitutes the Urban Design Seattle, Washington unpublished and original work of the Architect Planning 98121 -2720 and may not be duplicated, used, or disclosed Interior Design 206 223 -2742 without the written consent of the Architect. 206 622 -9462 fax , ,e PANEL CLIP, 2" WIDE MAX., (EAVE TO RIDGE) - 4" x 4" TUBE STEEL Ir STANDING -SEAM PANEL - -\ PANEL CLIP, 2" WIDE MAX., \ (EAVE TO RIDGE) i.r I I RIDGE CAP RIDGE , STANDING -SEAM PANE. NON - SKINNING BUM. _ ___ _ _ _. ___ _ _ _ _ ,.-_ __-__ s . SEALANT AT ENDS, 14' FXLALL GAPS �F 3/16'x7/8 CONT. BUTYL TAPE 1 8 RIVETS O 12' Q.C. / s f f f f s Z -SHAPE CLOSURE ; TUBE -STEEL PURLIN lt, TUBE -STEEL f STRUCT. FIELD NOTCH HEMS OF JOINING RIDGE CAP RAFTER BEYOND ,/� -� 3" LONG AND 1 /8" WIDE AT NAP. APPLY (2) (2) EQUALLY SPACED FLAT 3/8" BEADS OF NON - SKINNING BUTYL HEAD FASTENERS SEALANT TO TOPSIDE OF JOINING CAP BEFORE ENGAGING. 1/8" RIVETS AT TRIM LAPS IN SEALANT LINE IF NESCESSARY TO CLOSE "FISHMOUTH" �, RIDGE DETAIL SCALE: 3" = 1'-0" 0" 2' 4' 8" NOTE- SEE GENERAL ROOF NOTES 1 A6 4 , / - 3/16 "x7/8" CONTINUOUS 3/8" BEAD OF NON- SKINNING BUTYL BUTYL TAPE SEALANT ON BOTH SIDES OF MALE RIB PRIOR TO ENGAGING HEM PANELS 1" AND FEMALE RIB OF NEXT PANEL FILL HEMMED POCKET WITH NON - SKINNING BUTYL STANDING -SEAM PANEL SEALANT PRIOR TO ENGAGING JOGGLE CLEAT FASTEN ® 12" O.C. ' USE THROUGH - FASTENERS CAD SEAL ENDS OF PANEL PURLINS AND RAFTERS. -USE_ WITH CURING SEALANT - -_- RIVETS ®ALL OTHER_ LOCATIONS. �- VALLEY TRIM a / 30# FELT / JOGGLECLEAT - 16 GA. VALLEY PLATE �\ VOLLEY VALLEY PLATE COVER FLASHING W/ UNDER - COATING EXPOSED SIM. TO ROOF PANEL �. \ T.S. VALLEY RAFTER T.S. RAFTER / PURLIN VALLEY DETAIL SCALE: 3" = 1'-0" GRID LINES: 3,4 ---- r f , 1\ !r r AS OF BOTTOM VALLEY TRIM - -� 8" WIDE AT LAP. APPLY (2) NON- SKINNING BUTYL SEALANAT TO TOP OF BOTTOM VALLEY TRIM BEFORE ENGAGING. 1/8" RIVETS AT TRIM LAPS IN SEALANT LINE IF NESCESSARY TO CLOSE "FISHMOUTH" 0 2« 4" 8" NOTE: SEE GENERAL ROOF NOTES, 1 /A6.4 2" x 4" T. S. ® SO. CONTINUOUS SHELTER, IN RIDGE 4" x 4" T. S. ® N0. CONTINUOUS SHELTER, - --� 3/16"x7/8" CONT. BUTYL TAPE 1/8" RIVETS ® 12" O.C. RIDGE CAP STANDING -SEAM PANEL -- NON- SKINNING BUTYL SEALANT AT ENDS, FILL ALL GAPS Z -SHAPE CLOSURE i .I NOTE: ORIENTATION I --` TUBE -STEEL • TUBE -STEEL --- J 001 PURLIN BETWEEN RAFTERS 1 PURLIN 8" LONG , TUBE -STEEL W/ EN D PLATES. �' / CENTER ON COLUMN. , % RAFTER BEYOND y 1/4" STEEL CHANNEL -� t. * (2) EQUALLY SPACED FLAT r "� PURLIN SUPPORT, 10" - O SEE STRUCT. FOR HEAD FASTENERS PURLIN OFFSET FROM LONG, BENT TO MATCH `, COLUMN, TO ALLOW ROOF PANEL CANTALEVERED ROOF PITCH. � J `� CLEARANCE FOR CLIP BEYOND AND BEHIND THE COLUMN ® THE 4' -0 TUBE -STEEL / �^ RAFTER BAY, LOWER ROOF ONLY, GRIDLINES B4O,I,K. RAFTER BEYOND SEE 1 C /A6.4 FOR TYPICAL RIDGE DETAIL. NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 ROOF COLUMN PENETRATION RIDGE @ COLUMN A I N SCALE: 3' = 1' -0" 0" 2" 4" g" DESIGNED RIDGE FLASHING # REGISTERED --,. SCALE: VARIES RCHITECT _ DRA: CHKD: JDM` IHB ® RIDGE CONDITION (DASHED LANE) CONTRACT: RECOM. e i OF ATi: wTON _ C03057C 1 /8 " RIVETS - - - - -- APPROVED CONTINUOUS FACTORY - STANDING -SEAM PANEL ® 12" O.C. INSTALLED SEALANT f`— / PANEL CLIP 1" LONG BEND � 0 RIDGE FLASHING � J y- FASTENERS INTO PURLINS a. 3/16 "x7/8" CONT. --�'J OR RAFTERS ONLY. BUTYL TAPE / FIELD BEND PANEL UP 1 1/4- �� CONTINUOUS CLEAT \ _ -` &j FASTENER 0 12" 0 C __-/; / I BRING HEM WITHIN 1/16" OF RAFTER PURLIN, TO CONCEAL CLEAT BEYOND. A4 \, GABLE TRIM RAFTER -- - RAFTER GABLE DETAIL SCALE: 3 " =1' -0" � I Tie -f 9 /- i?.ii FIELD NOTCH HEMS OF LOWER GABLE TRIM - 3" LONG AND 1/8" WIDE AT LAP. APPLY (2) 3/8" BEADS OF NON- SKINNING 3UTYL SEALANAT TO TOPSIDE OF LOWER GABLE TRIM BEFORE ENGAGING. 1/8" RIVETS AT TRIM LAPS IN SEALANT LINE IF NESCESSARY TO CLOSE "FISHMOUTH" 0« 2., 4, 8« NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 SCALE: 3 = 1 -0 0' 2' 4 8" NOTE: SEE TYPICAL CALL -OUTS AND GENERAL ROOF NOTES, 1/A6.4 -ION NON- SKINNING BUTYL SEALANT AT ENDS, FILL ALL GAPS (EXCEPT PERFORATIONS) .032 PERFORATED ALUM.. pPEN 13 1/2% NET FREE AREA WITH 1/8" DIA HOLES ,� 0 3/8 , O.C. STAGGED — i VENTED RIDGE DETAIL 0- 2- 4• e~ IN RIDGE '�REq '0 l t\ I ROOF NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 NOTE: SEE 1 C /A6.4 FOR TYPICAL NOTES. NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 SCALE: 3" = 1 ' --0" 1701 Commerce Tacoma, Washington Job No.: 97032.00 98402 -3207 Merritt Pard n' �253� 383 -8700 253 383 -8728 fax 1000 Lenora St. Architecture Suite 405 All rnater;ol appearing herein constitutes the Urban Design Seattle, Washington unpublished and original work of the Architect Planning 98121 -2720 and may not be duplicated, used, or disclosed Interior Design 206 223 -2742 without the written consent of the Architect. 206 622 -9462 fax , ,e PANEL CLIP, 2" WIDE MAX., (EAVE TO RIDGE) - 4" x 4" TUBE STEEL Ir STANDING -SEAM PANEL - -\ PANEL CLIP, 2" WIDE MAX., \ (EAVE TO RIDGE) i.r I I RIDGE CAP RIDGE , STANDING -SEAM PANE. NON - SKINNING BUM. _ ___ _ _ _. ___ _ _ _ _ ,.-_ __-__ s . SEALANT AT ENDS, 14' FXLALL GAPS �F 3/16'x7/8 CONT. BUTYL TAPE 1 8 RIVETS O 12' Q.C. / s f f f f s Z -SHAPE CLOSURE ; TUBE -STEEL PURLIN lt, TUBE -STEEL f STRUCT. FIELD NOTCH HEMS OF JOINING RIDGE CAP RAFTER BEYOND ,/� -� 3" LONG AND 1 /8" WIDE AT NAP. APPLY (2) (2) EQUALLY SPACED FLAT 3/8" BEADS OF NON - SKINNING BUTYL HEAD FASTENERS SEALANT TO TOPSIDE OF JOINING CAP BEFORE ENGAGING. 1/8" RIVETS AT TRIM LAPS IN SEALANT LINE IF NESCESSARY TO CLOSE "FISHMOUTH" �, RIDGE DETAIL SCALE: 3" = 1'-0" 0" 2' 4' 8" NOTE- SEE GENERAL ROOF NOTES 1 A6 4 , / - 3/16 "x7/8" CONTINUOUS 3/8" BEAD OF NON- SKINNING BUTYL BUTYL TAPE SEALANT ON BOTH SIDES OF MALE RIB PRIOR TO ENGAGING HEM PANELS 1" AND FEMALE RIB OF NEXT PANEL FILL HEMMED POCKET WITH NON - SKINNING BUTYL STANDING -SEAM PANEL SEALANT PRIOR TO ENGAGING JOGGLE CLEAT FASTEN ® 12" O.C. ' USE THROUGH - FASTENERS CAD SEAL ENDS OF PANEL PURLINS AND RAFTERS. -USE_ WITH CURING SEALANT - -_- RIVETS ®ALL OTHER_ LOCATIONS. �- VALLEY TRIM a / 30# FELT / JOGGLECLEAT - 16 GA. VALLEY PLATE �\ VOLLEY VALLEY PLATE COVER FLASHING W/ UNDER - COATING EXPOSED SIM. TO ROOF PANEL �. \ T.S. VALLEY RAFTER T.S. RAFTER / PURLIN VALLEY DETAIL SCALE: 3" = 1'-0" GRID LINES: 3,4 ---- r f , 1\ !r r AS OF BOTTOM VALLEY TRIM - -� 8" WIDE AT LAP. APPLY (2) NON- SKINNING BUTYL SEALANAT TO TOP OF BOTTOM VALLEY TRIM BEFORE ENGAGING. 1/8" RIVETS AT TRIM LAPS IN SEALANT LINE IF NESCESSARY TO CLOSE "FISHMOUTH" 0 2« 4" 8" NOTE: SEE GENERAL ROOF NOTES, 1 /A6.4 2" x 4" T. S. ® SO. CONTINUOUS SHELTER, IN RIDGE 4" x 4" T. S. ® N0. CONTINUOUS SHELTER, - --� 3/16"x7/8" CONT. BUTYL TAPE 1/8" RIVETS ® 12" O.C. RIDGE CAP STANDING -SEAM PANEL -- NON- SKINNING BUTYL SEALANT AT ENDS, FILL ALL GAPS Z -SHAPE CLOSURE i .I NOTE: ORIENTATION I --` TUBE -STEEL • TUBE -STEEL --- J 001 PURLIN BETWEEN RAFTERS 1 PURLIN 8" LONG , TUBE -STEEL W/ EN D PLATES. �' / CENTER ON COLUMN. , % RAFTER BEYOND y 1/4" STEEL CHANNEL -� t. * (2) EQUALLY SPACED FLAT r "� PURLIN SUPPORT, 10" - O SEE STRUCT. FOR HEAD FASTENERS PURLIN OFFSET FROM LONG, BENT TO MATCH `, COLUMN, TO ALLOW ROOF PANEL CANTALEVERED ROOF PITCH. � J `� CLEARANCE FOR CLIP BEYOND AND BEHIND THE COLUMN ® THE 4' -0 TUBE -STEEL / �^ RAFTER BAY, LOWER ROOF ONLY, GRIDLINES B4O,I,K. RAFTER BEYOND SEE 1 C /A6.4 FOR TYPICAL RIDGE DETAIL. NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 NOTE: SEE GENERAL ROOF NOTES, 1/A6.4 ROOF COLUMN PENETRATION RIDGE @ COLUMN A I N SCALE: 3' = 1' -0" 0" 2" 4" g" DESIGNED # REGISTERED M + P SCALE: VARIES RCHITECT _ DRA: CHKD: JDM` IHB CONTRACT: RECOM. e i OF ATi: wTON _ C03057C King County - - - - -- APPROVED FR 060 �J SCALE: 3" = 1' -0" Department of Transportation - Transit Division DATE: 06/06/00 RENTON TRANSIT CENTER FILE METAL ROOF SYSTEM DETAILS A6.4 ?�~ J6 P SCANNED NOV • 7 2003 w � 8 a N c is n r a M F TO SnW1. FOR STRUCIlIft STREFER 10 SW&Cr- FOR S1 MW EEL ROOF FRUM r1P. 7 e 40 STEEL RW FRUM rtP. 6 TO STRUCT. FOR r STRUCTURAL STEEL ROOF -- AAWACEW WALL LIK PLYRMII FRAAMNG TYP_ - GWB ABOVE TYP. I w/ /4 colt CM 6" TOLE BORDER ALONG 1/2 PANTED PLY 1RMi ALL WALLS . CONT_ D8L. TOP PLATE r' ��y�,y. AN T TT ACCENT TALE NO 2 . fir. - �.�_. �+�/�p�� /� BOTTOM /�� 'r CHOKED V � OIL O Zx ��t\I1r�� ' rT--r- PURLINS -i• --- -+ --�. --- .- . -i--.. a 2C BLOCKING �-- 10 PLYWM! w/ 1/4' 01ANU ' -�' - --±- - - t s FZ ELD TU 1/2- PAMtiEO PLY TM _ *- --�- - --T --�. IM WlR1IE i W1 mJ' 1� ON r MtPAL NIG P�lS TO 80TTOY (1F { W _ --811G SCREEN I / E � CKM 1 f�,, _ � Lr�Wnww7 _. ----- ----1 x PlYfR1AA w/ � FIELD TILE • ..- 'X n z - -T.S. SAM REFER TO STRUCT. / �. .s �4 { i p 2 2 FLOOR TILES. W �-- 4 _ CHAMFER i t -� ACCENT TALE t�0. 1 e TYP. U . / -- 1 -1/2 • VENT HOLE E e I _ _ B 1 1 i ! mr� — i— ° I r F+ — j BUG SCREEN r- — , -- -FIBER BLANKET INSULATION I r t r 4'X4" WALL c TYP E \ ' E I LWE r INSULATION ON i p � ` � �/'1�L TILES. 1 I i. e � z FlBER }..�, � � ON STICK PINS TO BOTTOM s � e { � I { Q Ems-- C� IM�tPALING PINS TO BOTTOM OF € _ f '\ 1 OF RAFTERS ,Q RAFTERS /2 GYPSUM SHEATWNG w/ 0 �--L-I B1t1.011�G WRAP ; I~ M Q ..1 `A.C.T. _ 2x4 AI 160 O.C. i I 0 ' �- T.S. BEAM REFER TO STRUCT. E E z I -� ENTITIOi1S SOFFIT BOARD OVER �' E �, _ r TILE FLOOR PATTERN w 4- a I 5A CY_ SEALANT i 1/2 GYPSUM SHEATHING w/ � ti � " � r g ? I + I I f SCALE: 3/4 =1'—C- 6" BUILDING WRAP t ' o' 8" 16" 32' T.S. BEAM N I #' +` r B BEYOND REFER ACCENT TILE NO -2 2 3/4" RATTER T BEY - i AIL BEYOND I `.' I TO STRUCT. TYPICAL WALL CONSTRUCTION: r Q - J%/i Syr,; i• J /Q' G_w.8. � � _ f , ti y'�/ N •� , /�.. / � %.i �' � r s.s� TO I ., ► i I FACE CEMENTITI(riJS LAP SIDING OVER BLDG. WRAP AND 1 2 GYPSUM SHEATHING 1 /2 PLYTRIM W/ i/4 I PLYTRIM TRIM BEYOND. OF / !r i CHAMFERS 2x8 STUD WALL W/ GATT - E cD(TEND BELOW T z; z` z z; a- a a- IQ_ , a 51 1� I , 16 PLYTRIM W/ 1/4' CHAMFERS BUILDING WRAP OVER 1/2' GYPSUM SHEATHING 2x8 STUD WALL W/ BATT INSULATION �5/8' G.W.B. _'-CEMENTITIOUS LAP SIDING TYPICAL EAVE WALL TRIM SCALE: 1-1/2" =1' 0" 4" 8' 16" v a v 'p o I All material appearing herein constitutes the unpublished and original work of the Arrhitect rivo a � CERAMIC TILE BASE THIN SET CERAMIC WALL TILE CERAMIC TILE COVE BASE 4 "x4" COVED INSIDE CORNER BEYOND INTEGRAL COVED BASE AND COVED CORNERS TYPICAL CERAMIC TILE THIN SET SETTING BED CONCRETE SLAB SCALE: 3" =1 ' 0" 2" 4" 8" INSULATION `- BUILDING WRAP OVER 1/2 GYPSUM SHEATHING e l� 1 1/2 PLYTRIM W/ 1/4n CHAMFERS i x6 PLYTRIM W/ 1/4* CHAMFERS �.- DOOR AND FRAME PER DOOR \\ SCHEDULE �- SEALANT 4' CORNER BOARD BEYOND ro 0** SOFFIT AT ENTRY SCALE: 1-112" =1" MEN 0" 4" 8" 16' GABLE END S. BEAM VEN WITH SIDING COARSE, r" LIMN. i /8" G.W.B. ?x8 STUD WALL W/ BATT NSULATION ♦.. v L M + P c OQ DRA:� CHKD: SCALE: - 3E �z v W =a U� a 00 ' FIN. FLR. LINE c° �, '' �o 2 X 8 TREATED PLATE �E 00 III C3 z; z` z z; a- a a- IQ_ , a 51 1� I , 16 PLYTRIM W/ 1/4' CHAMFERS BUILDING WRAP OVER 1/2' GYPSUM SHEATHING 2x8 STUD WALL W/ BATT INSULATION �5/8' G.W.B. _'-CEMENTITIOUS LAP SIDING TYPICAL EAVE WALL TRIM SCALE: 1-1/2" =1' 0" 4" 8' 16" v a v 'p o I All material appearing herein constitutes the unpublished and original work of the Arrhitect rivo a � CERAMIC TILE BASE THIN SET CERAMIC WALL TILE CERAMIC TILE COVE BASE 4 "x4" COVED INSIDE CORNER BEYOND INTEGRAL COVED BASE AND COVED CORNERS TYPICAL CERAMIC TILE THIN SET SETTING BED CONCRETE SLAB SCALE: 3" =1 ' 0" 2" 4" 8" INSULATION `- BUILDING WRAP OVER 1/2 GYPSUM SHEATHING e l� 1 1/2 PLYTRIM W/ 1/4n CHAMFERS i x6 PLYTRIM W/ 1/4* CHAMFERS �.- DOOR AND FRAME PER DOOR \\ SCHEDULE �- SEALANT 4' CORNER BOARD BEYOND ro 0** SOFFIT AT ENTRY SCALE: 1-112" =1" MEN 0" 4" 8" 16' GABLE END S. BEAM VEN WITH SIDING COARSE, r" LIMN. i /8" G.W.B. ?x8 STUD WALL W/ BATT NSULATION I w M + P -1/4 BATT INSUL r- -- 4 "X4" WALL TILES, TYP. DRA:� CHKD: SCALE: - > 2 X 8 WOOD STUD FRAMING M� om –”` Y �'� - z; z` z z; a- a a- IQ_ , a 51 1� I , 16 PLYTRIM W/ 1/4' CHAMFERS BUILDING WRAP OVER 1/2' GYPSUM SHEATHING 2x8 STUD WALL W/ BATT INSULATION �5/8' G.W.B. _'-CEMENTITIOUS LAP SIDING TYPICAL EAVE WALL TRIM SCALE: 1-1/2" =1' 0" 4" 8' 16" v a v 'p o I All material appearing herein constitutes the unpublished and original work of the Arrhitect rivo a � CERAMIC TILE BASE THIN SET CERAMIC WALL TILE CERAMIC TILE COVE BASE 4 "x4" COVED INSIDE CORNER BEYOND INTEGRAL COVED BASE AND COVED CORNERS TYPICAL CERAMIC TILE THIN SET SETTING BED CONCRETE SLAB SCALE: 3" =1 ' 0" 2" 4" 8" INSULATION `- BUILDING WRAP OVER 1/2 GYPSUM SHEATHING e l� 1 1/2 PLYTRIM W/ 1/4n CHAMFERS i x6 PLYTRIM W/ 1/4* CHAMFERS �.- DOOR AND FRAME PER DOOR \\ SCHEDULE �- SEALANT 4' CORNER BOARD BEYOND ro 0** SOFFIT AT ENTRY SCALE: 1-112" =1" MEN 0" 4" 8" 16' GABLE END S. BEAM VEN WITH SIDING COARSE, r" LIMN. i /8" G.W.B. ?x8 STUD WALL W/ BATT NSULATION CEMENTITIOUS LAP SIDING OVER BUILDING WRAP I f t SCALE: 3" =1' o" 2" 4" 8" Job No.: 97032.00 Merritt Pardue orid may not be duplrcated, used. or disclosed without the written consent of the Arr- hitect. ' 1 S _ ri Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 --8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fax 3 EGISTERED HITECT OF WASHM" .. ur'S• � 12}'a•C'.j.. STUD I �. M + P -1/4 BATT INSUL r- -- 4 "X4" WALL TILES, TYP. DRA:� CHKD: SCALE: - 2 X 8 WOOD STUD FRAMING �--- ACCENT TILE NO.2 om –”` Y �'� - ONE ' FIN. FLR. LINE C03057C �, '' _} J 2 X 8 TREATED PLATE ,.- '_ �- —1 /4A THICK SIDING STARTER w° „� -7 j��. - AINTED SILL DRIP FLASHING CEMENTITIOUS LAP SIDING OVER BUILDING WRAP I f t SCALE: 3" =1' o" 2" 4" 8" Job No.: 97032.00 Merritt Pardue orid may not be duplrcated, used. or disclosed without the written consent of the Arr- hitect. ' 1 S _ ri Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 --8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fax 3 EGISTERED HITECT OF WASHM" .. ur'S• � 12}'a•C'.j.. STUD I �. M + P -1/4 BATT INSUL r- -- 4 "X4" WALL TILES, TYP. DRA:� CHKD: SCALE: - 2 X 8 WOOD STUD FRAMING �--- ACCENT TILE NO.2 STOP OF STEM WALL –”` Y �'� - _' HOR BOLT _''��- ' FIN. FLR. LINE C03057C �, '' _} J 2 X 8 TREATED PLATE d I ( '_ �- —1 /4A THICK SIDING STARTER w° . • -7 j��. - AINTED SILL DRIP FLASHING - - 1 X /2 . WIDE 1 1/4 *-- { •. 1 HIGH CHAMFER 1/2° ' = ' J' _ = ' /8' G.W.B. I . ' • =�_ �2' RIGID INSULATION _ °O a ' •' , ; -`= -1 /2' TREATED WD. FURRING `v ``' • , LECTRICAL OUTLET BEYOND _~` BIRDSMOUTH CONC. REVEAL, TYP. �``- . ' . • . I IGHT SANDB T GRADE LAS STEM WALL ABOVE TILE WAINSCOT PATTERN , /z. SCALE: 3/4" ONCRETE STEM WALL o" s- s" 32 " • •. • ./�O (SEE STRUCT.) W a - " 4 RUBBER BASE .• •! ; ONC. SLAB ON GRADE REFER TO CIVIL ' - -1/2" TREATED NAILER • • I • •• • LL_ • J CONC. SLAB ON GRADE \- c o p c o TZ" PERIMETER INSUL. ° 0 .. • 41% O O O O O o O 0 N O 0 o o 0 \ \ /�, U J —o- - - <� _ O �� o //� __6 MIL VAPOR BARRIER \ \ COMPACTED GRAVEL j \ \� / \ \O a • '. •.• I ° \ BASE ' a . G • . ° O 14 • .. o o 4' o o '\X/X \� OMPACTED ° STRUCTURAL FILL o � v 0 np ° On o o O O \... 0 o 0 0 ° o o 0 ° o o 00 ° �i ONC. FTG. REFER TO STRUCT. STEM WALL AND SILL SCALE: 1-1/2" =1' Milli 0" 4" 8" 16" TAM ?75630 Department of Transportation — Transit Division RENTON TRANSIT CENTER DETAILS DATE: 06/06/00 FILE FILE 0W(:. N_ 0 A6.5 SCANNED NOV • 7 2003 DESIGNED M + P DRA:� CHKD: SCALE: - PNM IHB VARIES _^ _ RECOM. CONTRACT: - C03057C King County APPROVED 4 RUBBER BASE .• •! ; ONC. SLAB ON GRADE REFER TO CIVIL ' - -1/2" TREATED NAILER • • I • •• • LL_ • J CONC. SLAB ON GRADE \- c o p c o TZ" PERIMETER INSUL. ° 0 .. • 41% O O O O O o O 0 N O 0 o o 0 \ \ /�, U J —o- - - <� _ O �� o //� __6 MIL VAPOR BARRIER \ \ COMPACTED GRAVEL j \ \� / \ \O a • '. •.• I ° \ BASE ' a . G • . ° O 14 • .. o o 4' o o '\X/X \� OMPACTED ° STRUCTURAL FILL o � v 0 np ° On o o O O \... 0 o 0 0 ° o o 0 ° o o 00 ° �i ONC. FTG. REFER TO STRUCT. STEM WALL AND SILL SCALE: 1-1/2" =1' Milli 0" 4" 8" 16" TAM ?75630 Department of Transportation — Transit Division RENTON TRANSIT CENTER DETAILS DATE: 06/06/00 FILE FILE 0W(:. N_ 0 A6.5 SCANNED NOV • 7 2003 I 1/2-X FtYTM F07' 114w RU TO AW AT 00C SO im .. i �01m I * (2) 2X8 R - � � �1J��S �RL N P 'V�/ a E' V \. ® R h 6�. "r- M" �� _.n BU.f DW W —._- : � T1fP _ (2j 2x8 "�" NSUt.-• L 0 r ! a _- -� __ _ __ 1 4" THI(;1C SIOIING .- - _ GATT 1 /2 GYPSLIMI SHEATNN�IG __ �. �_ -----" / - - ---- _�___ _ __ 24 SM TARP. Q G _ --- 1 .� - / t S�Ai�� _-.._ . _ ��R' t � i��l�l � . g - PRE FIMSHED HEAD DRIP - ____ _ _ _ 1 k ! _ . xs P't.YTRIM MI/ 1/4& ,..- PlYM�04i0 S�fATF*IG _ FOR IS ME AID IDGA" i •- - -* w 4� q^ IF k { CWWFER 04IER __ �_ _ .�__ 1 �' ��'R�il� �. t ! i x SOLD Tii _ ---- -- FLASHING c, �I �, i ►D DAP �� 1� y� -- -- ----- w 114w CHAMFERS NSA k FLASHING TYP'• r SEALANT Idt SEALANT ;" f ,Mid AT SRI) WALL r -► 4 I` _ -----` (2)-M S4U0 HEADER f ftIGD _� 2-1/2" FURRNG W - "� - - 3 ---- ' _ _- • + 1I2 GYPSUM SHEATHING NSULATIQN G I 1x6 YTR NTBWR t n dt �_ r W/ 1/4- CHAMFER _ fir-'' SEALANT -ALUMINUM .r� s � � � " - s / i U1�t STOREFROt�fT F � ... -� THRESHOLD BELOW z �.� FRAME ?j s - -- SEALANT 1/2- GYPSUM StfJITt�IG Ld ao i ~ `�, \ `�. _ '�' . s ' i DOOR FRAME REFER TO SCHEDULE _ �. / SEALANT \ BLOCKING AS REQUIRED - _ , i T �` - x �� DOOR REFrLR O SC�OIA.E 1x4 PLY:NI W/ 1/4' CHAMFERS a F ALUMINUM WINDOW SYSTEM, I I SEALANT AROUND PERIMETER • BLOCI(�+IG AS REQIARRED � REFER TO SPECS. FOR TYPE. ' OF PASS THRU, BOTH SIDES. I SEALANT e 1/20 PLYN►000 z �-� i �-- ALUMINUM WINDOW FRAME, s ` 2x8 STUD �- �- CEMk%gRMOUS LAP SOW OVER `� L-- 4 1 BLOCKING AS REQUIRED _ �> FILL W/ SEALANT Cif D W /2 1 F JIUItB AT CONC_ STEM MfACI SEALANT 8t111DMIG WRAP 0-- 4 1 2 PASS THRU WINDOW, ATTACH - ! �, ` I~- m p GLAZING / 4 1/2 - BLOCKING AS REQUIRED 1x4 PLYTRIM W/ 1/4 CW�MFERS �s 4' - CONCRETE STEM WALL BELOW $ - — -e TO ALUMINUM - z WINDOW HEAD H EAD A T PASS THRU STOREFRONT FRAME HEAD AT 'GABLE END - - GLAZING DOOR JAMB COWRm STEM WAS � o 1A SCALE: 3„ _, • 2A 3A M_ R 4A INSET STEEL COLMN AT CORNER I— _ _ SCALE: 3" =1' i _ _ SCALE: 3 -1 R 5A z a z 4' e o 2' 4'_ OPERABLE BGLAZING UNIT a- 2" 4- Q. SCALE: 1 -1 /2 =1 0- 4" e' 16- SCALE: 'I -1 /2" =1 ' LJ 4 1/2- SEALANT STATIONARY UNIT, ABOVE — 1 1/2 X PLYTRIM DOOR AND FRAME REFER TO ON 4" 8- 'e- / GLAZING AROUND /'� W 1/4- CHAMFERS 4 1/2' t PERIMETER ,/ '� `- ALUMINUM PASS -THRU j + f + j r / / SCHEDULE /- GLAZW� t J OF WINDOW, SCREW IN PLACE � � � � � � � i I' ' � I 14 � ALUMINUM STOREFRONT PASS SEALANT, TYP. ,SYSTEM THRU, + BOTH , i FILL W/ SEALANT _ I SIDES,; - ALUMINUM WINDOW FRAME SOLID HEADER REFER TO i /2' GYPSUM SHEATHING jj I PREMANUFACTERED SILL TYP`_ , I+ � �, 'tl STRUCT. ! 1 , FLASHING /- 1 \ I ALUMINUM WINDOW SYSTEM, t II I I M 1/2 GYPSUM SHEATHING �\ SEALANT REFER TO SPECS. FOR / `� _.� , \ ..----SHIM / BLOCK AS REQUIRED, TYP. t TYPE. F I ! SEALANT „ i 1 x6 PLYTRIM �'`�- 2x6 STUD WALL W TT BLOCKING AS REQUIRED tt, t 9 I 1 j W/ 1 /4 CHAMFER l �t - y / BA iNSU1 s /- BLOCKING AS REQUIRED •63 p T ' I / �' - SEALANT I ' i S SEALANT a R J- SEALANT - OUD BLOCKING, TYP. �/'� INTERIOR j "' GLAZING ''�/ GATT INSUL ' , - �� / N -`~- --- SEALANT 2x8 SOLID BLOCKING, TYP. z C i PRE FINISHED HEAD DRIP 00 3 E FLASHING } - ~'" 2x8 STUD WALL, TYP. _ I /r 2x8 STUD WALL W/ BATT I �� T -_ _- -_ 2R -8F, INSUL. `_ 1x PLYTRIM W/ 1/4' CHAMFER - a a- T.O. CONC. STEM WALL z __-- -- LL a P I d C j i >� a s o -----� 5/8 G.W.B. HM DOOR FRAME v� JNI a SEALANT, TYP. m E 1 x4 PLYTRIM INTERIOR _ a E W/ 1 /4" CHAMFER 4' —SHIM / BLOCK AS REQUIRED, TYP. �- �. 5/8 G.W.B. OVER 2 -1/2 -1/2" GYPSUM SHEATHING DOOR AND FRAME REFER TO WALL FURRING -- CEMENTITIOUS LAP SIDING DOOR PER SCHEDULE RIGID INSULATION o� INTERMEDIATE HORIZ. MULLION JAMB AT PASS THRU OVER BUILDING WRAP DOOR SCHEDULE HEAD DOOR JAMB & INTERSECTING WALL SILL CONC. STEM WALL 1 B 2B SCALE: 3 =1 3B .` 4 B SCALE: 3" =1 ' SCALE: 3 -1 SCALE: 1-1/2" =1' D SCALE: 3" =1 ' 0" 2" 4• 8" 0" 2" ,4 8" ON 2" 4• 8" GLAZING 4 1/2" 4 3/4" /- ALUMINUM PASS -THRU °" 4" 8' ' o" 2" 4' 8" WINDOW, SCREW IN PLACE -GONG. STEM YI�ALL BELOW L ALUMINUM WINDOW SYSTEM, I �� REFER TO SPECS. AND M '-1x4 PLYTRIM W/ 1/4' CHAMFER REFER TO SPECS. FOR i MANF. 8" ` I j TYPE. ! i- 1x4 PLYTRIM W/ 1/4' CHAMFER SEALANT AROUND SEALANT I PERIMETER OF PASS THRU, I BOTH SIDES, TYP. I I BLOCKING AS REQUIRED I DOOR 2x8 TRIPLE STUD i I f PREMANUFACTERED SILL --- �'- �- SEALANT + / FLASHING I X�.-- -2x8 SOLID BLOCKING, TYP. i % / DOOR BOTTOM I � � � � I /" ALUMINUM WINDOW SYSTEM, ' , , ,�-- -GATT INSUL. NON OPERABLE SASH / t / —I 2 PLYWOOD Li ! , �/ NO�GLAZING, REFER TO SET SRESHOLD ' / SHEATHING, TYP. UPPER I I / SPECS. i ► —2x8 DBL. STUD (UPPER) SEALANT ; 1 / 1 �1b ++ I -BLOCKING AS REQUIRED `cam - -- CEMINTITIOUS LAP SIDING OVER �;�• I SL - i BUILDING PAPER TYP. SEALANT SLOP. I FLOOR FINISH I, _ � 2x8 T WA W A - -- - _ - - - -= -_-- -' ' _ -•. _ --� S UD LL / B TT �` T.O. 8 CONC. STEM WALL _ - # MEETING RAIL 4 INSUL. a - FI / A C OPERABLE SASH (LOWER) d \ i C 1x4 PLYTRIM W/ 1/4" CHAMFERS _ d --2x NAILER Ii! .44 Q : ° a d SEALANT TYP. z z z Z `� i, ' I. a , 1x4 PLYTRIM W/ 1/4" : �' 0 4 a a o 0 o SHIM / BLOCK AS REQUIRED, TYP. CHAMFER / \ �\. 5 8" G.W.B. OVER 2 -1 2" °. a 4 ..0 -0 °• - 1/2" GYPSUM SHEATHING \ WALL FURRING ° o ° ° 011'0 ° Q . � a j CEMENTITIOUS LAP SIDING RIGID INSULATION -+ WINDOW AND FRAME REFER TO WINDOW JAMB OVER BUILDING WRAP SILL AT PASS THRU "CONC. STEM WALL DOOR THRESHOLD TYPICAL WINDOW SCHEDULE 1 C A „ , 2C „ _ , 3C „ _ ,_ „ JAMB AT CORNER MEETING RAIL AT PASS THRU SCALE: 3 1 • • " SCALE: 3 -1 SCALE: 3 -1 0 SCALE: 1-1/2" =1' 2 D > (aJ ON 2 4 g Ong 2n 4w 8n o" 2" 4" 8^ / ON 4• 8. 1 6, SCALE: 3 =1 " 0 O 2" 4" 8.. I TIM& ?7563/ 1701 Commerce_ -.__ -.- -- �` - DESIGNED - -- DATE: Tocoma, Washington I Department Of Transportation - 'transit Division Job No.: 97032.00 Merritt Pard - 98402 -3207 + P f 'm� �253J 383 -8700 3 GISTERED 06/06/00 253 383 -8728 fox ITECT - DR A: CHKD: SCALE: FILE 1000 Lenora St. PNM IHB VARIES _ RENTON TRANSIT CENTER FILE__ Architecture Suite 405 \ �r RECOM. CONTRACT: DWG. NO. Urban Design Seattle, g Washington o C All bushed and original here +n constitutes the C03057C, unpublished and originol work of the Arr,hitect Planning 98121 -2720 A?E OF WASFNMCTON r and may not be duplicated, used, or dF�c•losed Interior Design 206 223 -2742 King County ApPROV A6.6 0. 0/ w6 jX00 without the written consent of the Architect. M6� 622 -9462 fox ED DETAILS _ � SCANNED NOV - 7 2003 Z S a W a V1 i W 0 a m o J a i i r 0 as ao rn rn i Loll a 0 0 N 6 1 V z w U f- Cn z Q F- z O F- z LLJ of z O F-- Q L1J cif m M Q V) T-- L.iJ Cn O z Q I� I- U F_ V) :3E ME C v0 ci g o Qo 4 0 o� �-- z 21 O� .� ` 1 �-0 Q 31 31 F-- W ti a UCr_ C 43 c� E 56 33 :3E ME C v0 ci g o W a 0 m z 4 ail o! GENERAL NOTES: 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE UNIFORM BUILDING CODE, 1997 EDITION (UBC). 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997 UBC. 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE LATEST EDITION. 4. DESIGN LOADS DEAD LOAD: WEIGHT OF ALL PERMANENT STRUCTURAL AND NON- STRUCTURAL COMPONENTS. LIVE LOAD: ROOF: 20 PSF SNOW: 25 PSF WIND: 80 MPH, EXPOSURE C SEISMIC: ZONE 3, 1=1.0, CA =0.36 CANTILEVERED COLUMN BUILDING SYSTEM, R =2.2 5. INSPECTION: INSPECTION BY TESTING LAB APPROVED BY THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE OWNER FOR REINFORCEMENT AND ANCHOR BOLT PLACEMENT, CONCRETE PLACEMENT, GROUTING REINFORCEMENT, CONCRETE ANCHOR INSTALLATION, HIGH STRENGTH BOLT TIGHTENING, STEEL FABRICATION AND ERECTION, AND WELDING. COPIES OF ALL INSPECTIONS REPORTS SHALL BE SUBMITTED TO THE ARCHTIECT AND ENGINEER REGULARLY IN A TIMELY MANNER THROUGHTOUT CONSTRUCTION. 6. SUBMITTALS: SHOP DRAWINGS OR MANUFACTURER'S DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT, NON - SHRINK AND ADHESIVE GROUT, DRILLED IN CONCRETE ANCHORS, EMBEDDED STEEL ITEMS, AND STRUCTURAL STEEL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. 8. THE CONTRACTOR SHALL COORDINATE WI-rH THE BUILDING DEPARTMENT AND TESTING LABORATORY FOR ALL REQUIRED INSPECTIONS. 9. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 10. VERIFY AND COORDINATE ALL OPENINGS IN FLOORS, WALLS, AND ROOF WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS. 11. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 12. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 13. ALL PRODUCTS INSTALLED SUCH AS (BUT NOT LIMITED TO) DRILLED IN CONCRETE ANCHORS, NON- SHRINK GROUTS, AND SHEET METAL SCREWS SHALL BE INSTALLED USING MANUFACTURER'S RECOMMENDED PROCEDURES AND FASTENERS. IF VARIATIONS OR ADDITIONS ARE REQUIRED, WRITTEN AUTHORIZATION FROM THE MANUFACTURER FOR THE VARIATION OR ADDITION SHALL BE SUBMITTED TO THE ENGINEER AND INSPECTOR PRIOR TO THE PRODUCT'S INSTALLATION. FOUNDATION NOTES: 1. EXCAVATION, EARTHWORK AND FOUNDATIONS SHALL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAI ENGINEERING REPORT PREPARED BY HWA GEOSCIENCES, INC. DATED APRIL 5, 1999. 2. SHALLOW FOUNDATIONS (SPREAD FOOTINGS AND STRIP FOOTINGS) HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000 PSF ON COMPACTED STRUCTURAL FILL. 3. FOUNDATIONS FOR CANTILEVERED COLUMNS HAVE BEEN DESIGNED IN ACCORDANCE WITH UBC TABLE 18 -1 -A FOR: ALLOWABLE LATERAL BEARING 100 LBS /SQFT /FT CONCRETE NOTES: 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 19 OF THE UNIFORM BUILDING CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS. 2. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGNS WILL BE REVIEWED FOR CONFORMANCE TO UBC 1905. MAXIMUM W/C RATIO SHALL BE .50. CONCRETE STRENGTH USE 3000 PSI FOOTINGS AND SLABS ON GRADE AT PSC Z Job No.: 95000.00 M mobrioi ring herein cordOuba ft w�pAW*d wo* or n» McMtoct and may not be dupkaW, uvs4 or d1wage�d without the w Mw conwd or the Arehkect. CONCRETE REINFORCING NOTES: 1. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A -615, GRADE 60 FOR DEFORMED BARS AND ASTM A -185 (FY= 65,000 PSI) FOR SMOOTH WELDED WIR-E FABRIC (WWF), UNLESS OTHERWISE NOTED. BARS MI BEAMS AND SLABS SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL. METAL CHAIRS AS SPECIFIED AS SPECIFIED BY THE CRSI (MANUAL OF STANDARD PRACTICE, MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. 2. MINIMUM CONCRETE COVER SHALL BE AS SPECIFIED IN UBC 1907. MINIMUM COVER CONCRETE CAST AGAINST 3' AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER No. 5 BAR AND SMALLER 1 1/2" No. 6 BAR AND LARGER 2' 3. BAR LAP SPLICES SHALL BE CLASS B SPLICES AS SHOWN IN THE TABLE BELOW UNLESS INDICATED OTHERWISE ON PLANS. STAGGER ALL SPLICES. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCH DEPTH OF CONCRETE BELOW THE REINFORCEMENT. nTNF'R RaRC TAD DADC Til►ICIlIAI BAR CLASS A CLASS B CLASS A CLASS B EMBEDMENT Ld 4 0 21 21 cn Q 16 ` 1 W a 0 m z 4 ail o! GENERAL NOTES: 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE UNIFORM BUILDING CODE, 1997 EDITION (UBC). 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997 UBC. 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE LATEST EDITION. 4. DESIGN LOADS DEAD LOAD: WEIGHT OF ALL PERMANENT STRUCTURAL AND NON- STRUCTURAL COMPONENTS. LIVE LOAD: ROOF: 20 PSF SNOW: 25 PSF WIND: 80 MPH, EXPOSURE C SEISMIC: ZONE 3, 1=1.0, CA =0.36 CANTILEVERED COLUMN BUILDING SYSTEM, R =2.2 5. INSPECTION: INSPECTION BY TESTING LAB APPROVED BY THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE OWNER FOR REINFORCEMENT AND ANCHOR BOLT PLACEMENT, CONCRETE PLACEMENT, GROUTING REINFORCEMENT, CONCRETE ANCHOR INSTALLATION, HIGH STRENGTH BOLT TIGHTENING, STEEL FABRICATION AND ERECTION, AND WELDING. COPIES OF ALL INSPECTIONS REPORTS SHALL BE SUBMITTED TO THE ARCHTIECT AND ENGINEER REGULARLY IN A TIMELY MANNER THROUGHTOUT CONSTRUCTION. 6. SUBMITTALS: SHOP DRAWINGS OR MANUFACTURER'S DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT, NON - SHRINK AND ADHESIVE GROUT, DRILLED IN CONCRETE ANCHORS, EMBEDDED STEEL ITEMS, AND STRUCTURAL STEEL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. 8. THE CONTRACTOR SHALL COORDINATE WI-rH THE BUILDING DEPARTMENT AND TESTING LABORATORY FOR ALL REQUIRED INSPECTIONS. 9. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 10. VERIFY AND COORDINATE ALL OPENINGS IN FLOORS, WALLS, AND ROOF WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS. 11. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 12. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 13. ALL PRODUCTS INSTALLED SUCH AS (BUT NOT LIMITED TO) DRILLED IN CONCRETE ANCHORS, NON- SHRINK GROUTS, AND SHEET METAL SCREWS SHALL BE INSTALLED USING MANUFACTURER'S RECOMMENDED PROCEDURES AND FASTENERS. IF VARIATIONS OR ADDITIONS ARE REQUIRED, WRITTEN AUTHORIZATION FROM THE MANUFACTURER FOR THE VARIATION OR ADDITION SHALL BE SUBMITTED TO THE ENGINEER AND INSPECTOR PRIOR TO THE PRODUCT'S INSTALLATION. FOUNDATION NOTES: 1. EXCAVATION, EARTHWORK AND FOUNDATIONS SHALL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAI ENGINEERING REPORT PREPARED BY HWA GEOSCIENCES, INC. DATED APRIL 5, 1999. 2. SHALLOW FOUNDATIONS (SPREAD FOOTINGS AND STRIP FOOTINGS) HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000 PSF ON COMPACTED STRUCTURAL FILL. 3. FOUNDATIONS FOR CANTILEVERED COLUMNS HAVE BEEN DESIGNED IN ACCORDANCE WITH UBC TABLE 18 -1 -A FOR: ALLOWABLE LATERAL BEARING 100 LBS /SQFT /FT CONCRETE NOTES: 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 19 OF THE UNIFORM BUILDING CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS. 2. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGNS WILL BE REVIEWED FOR CONFORMANCE TO UBC 1905. MAXIMUM W/C RATIO SHALL BE .50. CONCRETE STRENGTH USE 3000 PSI FOOTINGS AND SLABS ON GRADE AT PSC Z Job No.: 95000.00 M mobrioi ring herein cordOuba ft w�pAW*d wo* or n» McMtoct and may not be dupkaW, uvs4 or d1wage�d without the w Mw conwd or the Arehkect. CONCRETE REINFORCING NOTES: 1. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A -615, GRADE 60 FOR DEFORMED BARS AND ASTM A -185 (FY= 65,000 PSI) FOR SMOOTH WELDED WIR-E FABRIC (WWF), UNLESS OTHERWISE NOTED. BARS MI BEAMS AND SLABS SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL. METAL CHAIRS AS SPECIFIED AS SPECIFIED BY THE CRSI (MANUAL OF STANDARD PRACTICE, MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. 2. MINIMUM CONCRETE COVER SHALL BE AS SPECIFIED IN UBC 1907. MINIMUM COVER CONCRETE CAST AGAINST 3' AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER No. 5 BAR AND SMALLER 1 1/2" No. 6 BAR AND LARGER 2' 3. BAR LAP SPLICES SHALL BE CLASS B SPLICES AS SHOWN IN THE TABLE BELOW UNLESS INDICATED OTHERWISE ON PLANS. STAGGER ALL SPLICES. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCH DEPTH OF CONCRETE BELOW THE REINFORCEMENT. nTNF'R RaRC TAD DADC Til►ICIlIAI BAR CLASS A CLASS B CLASS A CLASS B EMBEDMENT Ld 4 16 21 21 Y 16 LF 4 31 31 41 .z I 33 43 43 56 33 a 53 69 69 90 53 ANCH ANCHOR NO ANSI AMERICAN NATIONAL STANDARD INSTITUTE a- APPROXIMATE NS ARCH ARCHITECTURAL ON CENTER < W a 0 m z 4 ail o! GENERAL NOTES: 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE UNIFORM BUILDING CODE, 1997 EDITION (UBC). 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997 UBC. 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE LATEST EDITION. 4. DESIGN LOADS DEAD LOAD: WEIGHT OF ALL PERMANENT STRUCTURAL AND NON- STRUCTURAL COMPONENTS. LIVE LOAD: ROOF: 20 PSF SNOW: 25 PSF WIND: 80 MPH, EXPOSURE C SEISMIC: ZONE 3, 1=1.0, CA =0.36 CANTILEVERED COLUMN BUILDING SYSTEM, R =2.2 5. INSPECTION: INSPECTION BY TESTING LAB APPROVED BY THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE OWNER FOR REINFORCEMENT AND ANCHOR BOLT PLACEMENT, CONCRETE PLACEMENT, GROUTING REINFORCEMENT, CONCRETE ANCHOR INSTALLATION, HIGH STRENGTH BOLT TIGHTENING, STEEL FABRICATION AND ERECTION, AND WELDING. COPIES OF ALL INSPECTIONS REPORTS SHALL BE SUBMITTED TO THE ARCHTIECT AND ENGINEER REGULARLY IN A TIMELY MANNER THROUGHTOUT CONSTRUCTION. 6. SUBMITTALS: SHOP DRAWINGS OR MANUFACTURER'S DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT, NON - SHRINK AND ADHESIVE GROUT, DRILLED IN CONCRETE ANCHORS, EMBEDDED STEEL ITEMS, AND STRUCTURAL STEEL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. 8. THE CONTRACTOR SHALL COORDINATE WI-rH THE BUILDING DEPARTMENT AND TESTING LABORATORY FOR ALL REQUIRED INSPECTIONS. 9. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 10. VERIFY AND COORDINATE ALL OPENINGS IN FLOORS, WALLS, AND ROOF WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS. 11. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 12. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 13. ALL PRODUCTS INSTALLED SUCH AS (BUT NOT LIMITED TO) DRILLED IN CONCRETE ANCHORS, NON- SHRINK GROUTS, AND SHEET METAL SCREWS SHALL BE INSTALLED USING MANUFACTURER'S RECOMMENDED PROCEDURES AND FASTENERS. IF VARIATIONS OR ADDITIONS ARE REQUIRED, WRITTEN AUTHORIZATION FROM THE MANUFACTURER FOR THE VARIATION OR ADDITION SHALL BE SUBMITTED TO THE ENGINEER AND INSPECTOR PRIOR TO THE PRODUCT'S INSTALLATION. FOUNDATION NOTES: 1. EXCAVATION, EARTHWORK AND FOUNDATIONS SHALL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAI ENGINEERING REPORT PREPARED BY HWA GEOSCIENCES, INC. DATED APRIL 5, 1999. 2. SHALLOW FOUNDATIONS (SPREAD FOOTINGS AND STRIP FOOTINGS) HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000 PSF ON COMPACTED STRUCTURAL FILL. 3. FOUNDATIONS FOR CANTILEVERED COLUMNS HAVE BEEN DESIGNED IN ACCORDANCE WITH UBC TABLE 18 -1 -A FOR: ALLOWABLE LATERAL BEARING 100 LBS /SQFT /FT CONCRETE NOTES: 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 19 OF THE UNIFORM BUILDING CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS. 2. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGNS WILL BE REVIEWED FOR CONFORMANCE TO UBC 1905. MAXIMUM W/C RATIO SHALL BE .50. CONCRETE STRENGTH USE 3000 PSI FOOTINGS AND SLABS ON GRADE AT PSC Z Job No.: 95000.00 M mobrioi ring herein cordOuba ft w�pAW*d wo* or n» McMtoct and may not be dupkaW, uvs4 or d1wage�d without the w Mw conwd or the Arehkect. CONCRETE REINFORCING NOTES: 1. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A -615, GRADE 60 FOR DEFORMED BARS AND ASTM A -185 (FY= 65,000 PSI) FOR SMOOTH WELDED WIR-E FABRIC (WWF), UNLESS OTHERWISE NOTED. BARS MI BEAMS AND SLABS SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL. METAL CHAIRS AS SPECIFIED AS SPECIFIED BY THE CRSI (MANUAL OF STANDARD PRACTICE, MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. 2. MINIMUM CONCRETE COVER SHALL BE AS SPECIFIED IN UBC 1907. MINIMUM COVER CONCRETE CAST AGAINST 3' AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER No. 5 BAR AND SMALLER 1 1/2" No. 6 BAR AND LARGER 2' 3. BAR LAP SPLICES SHALL BE CLASS B SPLICES AS SHOWN IN THE TABLE BELOW UNLESS INDICATED OTHERWISE ON PLANS. STAGGER ALL SPLICES. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCH DEPTH OF CONCRETE BELOW THE REINFORCEMENT. nTNF'R RaRC TAD DADC Til►ICIlIAI BAR CLASS A CLASS B CLASS A CLASS B EMBEDMENT Ld 4 16 21 21 28 16 LF 4 31 31 41 24 6 33 43 43 56 33 7 53 69 69 90 53 4. WWF SHALL BE 6x6 - W2.9xW2.9 UNLESS SHOWN OTHERWISE. STRUCTURAL STEEL NOTES: 1. SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: STRUCTURAL STEEL: AISC - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN -9TH EDITION. WELDING: AWS D 1.1 AWS PREQUALIFIED JOINT DETAILS USE 3/16" MIN. WELDS (UNLESS NOTED OTHERWISE) WELDER CERTIFICATION - WASHINGTON ASSOCIATION OF BUILDING OFFICIALS 2. MATERIALS: STRUCTURAL STEEL (CONNECTION MATERIAL, EMBEDDED ITEMS, CHANNELS, ANGLES, BASE PLATES, AND MISC STEEL) STEEL PIPE STRUCTURAL TUBING STRUCTURAL BOLTS ANCHOR BOLTS THREADED RODS WELDING ELECTRODES ASTM A -36 ASTM A -53, TYPE E OR S ASTM A -500, GR B, Fy =46 ksi ASTM A-307 ASTM A -307 ASTM A-36 E70XX 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATION THAT INCLUDE BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND TAPERS OF UNEQUAL PARTS. 4. ALL FIELD CONNECTIONS SHALL BE BOLTED. PROVIDE WASHERS UNDER BOTH THE HEAD AND NUT OF ALL BOLTED CONNECTIONS. 5. BASE PLATE GROUT: BASE PLATE GROUT SHALL BE AN APPROVED NON- SHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOBSITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. MINIMUM 28 -DAY COMPRESSIVE STRENGTH SHALL BE 6000 PSI. Ref. North 0' 4' 8' 16' raw � llllw� fieft+Pw*d (253) 31113-4= 1000 Laro It mw+A«v of weolecan. ate. Boa r2jS 1 ;R 91 z E i, b� rM 1601 Second Avenue, Suite 1000 �'�,ae'Clg�� Seattle, Washington 981 01 -1 541 10 SYMONDS EXPIRES 2/20/ 01 FR 063 TRUCTURAL ABBREVIATION ® AT JT AB AB KIP ACI AMERICAN CONCRETE INSTITUTE LF ADH ADHESIVE LONG LEG HORIZONTAL ADMIN ADMINISTRATION MAX AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AL ALUMINUM MISC ALT ALTERNATE NOT APPLICABLE ANCH ANCHOR NO ANSI AMERICAN NATIONAL STANDARD INSTITUTE APPROX APPROXIMATE NS ARCH ARCHITECTURAL ON CENTER ASPH ASPHALT OF ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BLDG BUILDING PRECAST BM BEAM IE or PL BOT BOTTOM POUNDS PER SQUARE FOOT BRG BEARING !PWD CF CUBIC FEET RADIUS CIP CAST -IN -PLACE REINF CJ CONSTRUCTION JOINT REQUIRED CL CENTER LINE SHT CLR CLEARANCE, CLEAR SIMILAR CMU CONCRETE MASONRY UNIT SQ COL COLUMN SQUARE INCH CONC CONCRETE STD CONN CONNECTION STEEL CONT CONTINUOUS T &B CP COMPLETE PENETRATION WELD TEMPORARY CTRD CENTERED TOS DBA DEFORMED BAR ANCHOR TOP OF WALL DEG DEGREES TYP DIA DIAMETER UNIFORM BUILDING CODE DICA DRILLED IN CONCRETE ANCHOR (EXPANSION) DIMA DRILLED IN MASONRY ANCHOR (EXPANSION) DO DITTO (REPEAT SIZE) W DWG DRAWING WITH E EAST WS EA EACH WELDED WIRE FABRIC EF EACH FACE EL ELEVATION ELEC ELECTRICAL EQ EQUAL ETC ET CETERA EW EACH WAY EXIST EXISTING FB FLAT BAR FIN FINISH FLG FLANGE FLR FLOOR FS FAR SIDE FT or FOOT OR FEET FTG FOOTING GA GAGE GALV GALVANIZED GL GLUE- LAMENATED WOOD BEAM HORIZ or H HORIZONTAL HT HEIGHT HS HEADER STUD HNGR HANGER ID INSIDE DIAMETER IF INSIDE FACE King Count) DESIGNED KSl DRA: CHKD: CW NMO RECOM. APPROVED gl M IN or INCH INT INTERIOR JT JOINT K KIP LBS POUNDS LF LINEAR FEET LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER # NUMBER (REBAR SIZE) NOM NOMINAL NS NEAR SIDE, NON SHRINK (GROUT) OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE PAF POWDER ACTUATED FASTENER PC PRECAST 'PERF PERFORATED IE or PL PLATE, PROPERTY LINE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH !PWD PLYWOOD OR RATED SHEATHING !R RADIUS IRD ROOF DRAIN REINF REINFORCING REQD REQUIRED S SOUTH SHT SHEET SIM SIMILAR SP SPACE SQ SQUARE SO IN SQUARE INCH SS STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL T &B TOP AND BOTTOM TEMP TEMPORARY TOC TOP OF CONCRETE TOS TOP OF SLAB TOW TOP OF WALL TRANS TRANSVERSE TYP TYPICAL UBC UNIFORM BUILDING CODE UNO UNLESS NOTED OTHERWISE URM UNREINFORCED BRICK MASONRY VAR VARIES VERT or V VERTICAL W WEST W/ WITH W/0 WITHOUT WS WATER STOP WWF WELDED WIRE FABRIC T- ?76632 Department of Transportation - Transit Division AS SHOWN RENTON TRANSIT CENTER CONTRACT: C03057C STRUCTURAL NOTES &ABBREVIATIONS � O; T 1/7r6 3� t# UA I t: 6/6/00 FILE ._._ DWG. N0. S1.1 SCANNED NOV • 7 ?003 M 0 Q g 0 W a V) a N 0 a S C W a 0 J a c X I r 8 Li Z W U Z Q Of Z O z W g c�i A B B D D E F G H I I J K K L M TS6x2x3/16 T`IE ' ! ! r• a f r E �-2 "-0 _ r I 1 S•_a- 150-0" _ , S•_ - - _ f ----� �/ .,�•.�' -. 1' A& - --- ---- -Q -Q • --�''r 15 Q 15 -Q .15 -Q •� i•1r 15 -Q - 159 — ®` s . �/ s 15*-4` t 5' -4. 14"-0"' ( b r-2 -O a I ! 2 - 0 —. -2 -Q I CROSSING 2 - Q f.- 2 _ Q - / _JV I i r = ` 4 ° ' I * _ Q 0I 5 {SP � 4' -0` 2Q' 4 SP ® 4' — 4 SP 4'_Qfl 4 S P �4'- Q 7 - 6 7 6 4 -0 -.. f p 4SP04 . -0 I 4S— P ■ Q4 -0 2-0 . 4SP�49-0"' ' SP�4 . - Q • 7 s -6 • 7'-6"' e I d 10 Of i TS 6x2x3/16 16' -Q` = 16' -0` 6_0. 6' -0- 12• -0_ ! • i s r X = I 6 N p N - O f nA A 7 / in • / r ( O 1 �3. :D TYPE O Z f70 Z O F- Q O Z► of L-L Q0 0 it � v o� L� E 00E Interior Design __j }- i 01 = r I p co o = a� z L �. S3.4 Q; :D TYPE O Z f70 Z O F- Q O Z► of L-L n 'E c � a� O �p o D �z z N x 0 I = J c0 le OZ I W 3 IZ v it Q I N � Q 000 V) 3 m 0 0 U M 000 Cn d � w Q. 00 0 O 0 r r` 0 6 0 Z T *o Of JP 7aei 2 NP 0 OVERLAP 53.4 B &� 0 15' —0" 71 PI:n 1-�T+P 15' -0" Job No.: 95000.00 All materiel ring herein constitutes the np uublished and o 1noi work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. TMP TS8x2x3 /16 VALLEY BEAM (4 PLACES) - TYP. 6 PLACES I ! LT I ! I S6x2x3/16 ., � RAFTERS TYP EDGE OF ROOF TY UNO _I TS10x2x1 /4 BELOW TYP.0o,o. &® TS6x2x3/16 TIE FOR FUTURE SIGN ROOF FRAMING PLAN — SOUTH CONTINUOUS SHELTER AND PASSENGER SERVICES CENTER (P S.C. O 15'_0 01 15' -0" ITS8x2x3/16 ! VALLEY BEAM , (2 TOTAL) i NOTES: TYPICAL FRAMING DETAILS SHOWN ON S6.6 TAM 2756 3"3 �LAC1 r JIA ES ' 4 YPIr ®` Q &03 of 11 00 ' r1 ai N TS 6x2x3/16 TIE TS 10x2 x 1 /4 BELOW & LOCATION OF SOUTH CONTINUOUS SHELTER REFER TO SHEET C -16 FOR POINT #621. o ,So� K o M 4 S'-o , S'-o'p 151-Opt 15v -011 , 51-091 15 _092 15'-0 G#a) FOOTING, SEE � DETAIL 1/S3.2 � wl 3 111111111111111111111 2 � 4° CONC � o TS4x4xt /4 COL SLAB N'/2.9 I � 0 OF CONC WALL �-2 6x6xW1.4 0 2 I I WWF MIO DEPTH Lr TS4x4x1 /4 COL I \ o O 3 FOUNDATION PLAN — SOUTH CONTINUOUS SHELTER AND PASSENGER SERVICES CENTER I SCALE: 1/8" 1 ' -0" o- 4' a' s' Ref. North 0' 4' 8' 16' lvm I It t +F-JXIWM Members of Q0 The American � v o� L� E 00E Interior Design Q }- z L_Lj w ry S = a� n 'E c � a� O �p o D �z z N x 0 I = J c0 le OZ I W 3 IZ v it Q I N � Q 000 V) 3 m 0 0 U M 000 Cn d � w Q. 00 0 O 0 r r` 0 6 0 Z T *o Of JP 7aei 2 NP 0 OVERLAP 53.4 B &� 0 15' —0" 71 PI:n 1-�T+P 15' -0" Job No.: 95000.00 All materiel ring herein constitutes the np uublished and o 1noi work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. TMP TS8x2x3 /16 VALLEY BEAM (4 PLACES) - TYP. 6 PLACES I ! LT I ! I S6x2x3/16 ., � RAFTERS TYP EDGE OF ROOF TY UNO _I TS10x2x1 /4 BELOW TYP.0o,o. &® TS6x2x3/16 TIE FOR FUTURE SIGN ROOF FRAMING PLAN — SOUTH CONTINUOUS SHELTER AND PASSENGER SERVICES CENTER (P S.C. O 15'_0 01 15' -0" ITS8x2x3/16 ! VALLEY BEAM , (2 TOTAL) i NOTES: TYPICAL FRAMING DETAILS SHOWN ON S6.6 TAM 2756 3"3 �LAC1 r JIA ES ' 4 YPIr ®` Q &03 of 11 00 ' r1 ai N TS 6x2x3/16 TIE TS 10x2 x 1 /4 BELOW & LOCATION OF SOUTH CONTINUOUS SHELTER REFER TO SHEET C -16 FOR POINT #621. o ,So� K o M 4 S'-o , S'-o'p 151-Opt 15v -011 , 51-091 15 _092 15'-0 G#a) FOOTING, SEE � DETAIL 1/S3.2 � wl 3 111111111111111111111 2 � 4° CONC � o TS4x4xt /4 COL SLAB N'/2.9 I � 0 OF CONC WALL �-2 6x6xW1.4 0 2 I I WWF MIO DEPTH Lr TS4x4x1 /4 COL I \ o O 3 FOUNDATION PLAN — SOUTH CONTINUOUS SHELTER AND PASSENGER SERVICES CENTER I SCALE: 1/8" 1 ' -0" o- 4' a' s' Ref. North 0' 4' 8' 16' lvm I It t +F-JXIWM Members of Architecture The American Urban Design Institute of Planning Architects Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 M206 223 -2742 6 622 -9462 fax I . . ; I4 _. SYMONDS EM IM 1601 Second Avenue, Suite 1000 Seattle, Washington 98101-1541 FR Ni. D (,. - STO tONAL� EXPIRES 2/20/a 1 0 64 P.S.C. i ILL ,40-2" ' 4" II LO O J 2 S3.2) SIM 0 I .n �o DESIGNED Department of Transportation - Transit Division DATE: 6 /fi /00 ORA: CHKD: SCALE: - cw NMO , /e• -,1-o• RENTON TRANSIT CENTER �LE R "Co . coNrnncr: CONTINUOUS SHELTER SOUTH: S2,1 DWG. N0. King County � C03057C APWA�D FOUNDATION AND ROOF FRAMING PLANS SCANNED NOV - 7 ZW3 � » i LA cr X V z 8 O a N W 4 i W J N 0 J a a r 0 a J a 3 N N 0 i to 3 i r7 0 00 ' a) rn rn Y o" h N N O 00 0 fV 0 Z w t� S W F— z W U F- vO .z Q z O F- z W riN CN �I CL W O J O; = i V) o� I O O�! z<� z` D O ! 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I I r 4 SP 0 4' -Or 2' -0. 4 SP ® 4' -0" MID ROOF b MID ROOF K L 2•_ r 15• -0. 30-.Qr DRA: CHKD: I � SP I 0 4` -0" �5 1/8 "=19-019 LOW ROOF I p � I I I. I 0 t In O 01 DO — — 5 EDGE OF ROOF NOTES: TYPICAL FRAMING DETAIL SHOWN ON S3.6 O B CQ O O O O O L T 34� �- 165' -0" I I SHELTER N REFER�TOfiSH�ETI C-016 FOR } 15' -0" � POINT X620. 15'-0' 15-0 15-0 15' -0" , 15' -011 15' -0" 15' -0" �r I I I FOOTING, TYPICAL I SEE e o I S3.2 o I � 00i z I �O -#�• J�ts FOUNDATION PLAN SCALE: 1 /8" V-0" --0" 0" 4' 8' 16' Job No.: 95000.00 All moteriol oppeoring herein constitutes the unpubKshed and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Ref. North �- h 0' 4' B' 16' JVM lift+F% i MIN a Members of The American Institute of Architects Architecture Urban Design Planning Interior Design NOTES: DATUM ELEVATION AT SITE ELEVATION 38.21'. STRUCTURAL DRAWINGS REFERENCE ELEVATION 100'-0 "=ELEVATION 38.21'. 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fox I , r { xL- f SYMONDS �j 1601 Second Avenue, Suite 1000 Seattle, Washington 98101-1541 F Ft WASq, �G pro �AZ14IST'ER�� ss10 HAL EXPIRES 2/20/01. 0 5 1 TS8x2 VALLEY BEAM EDGE OF ROOF -� O'!o I IZ 0 I TS2x2x1 /4 PURLIN TYP. NOTES: 1. BEAMS & COLUMNS NOT SHOWN FOR CLARITY, SEE PLAN. 2. ATTACH TS2x2 TO VALLEY BEAM PER 2 S3.6 3. ATTACH RAFTER TO VALLEY BEAM PER 5 S3.6 PIIPI IN i AY01 1T (QADTIAI 01 AAI SCALE: 1/4" V-0" -0" 0" 4' 8' 16' Department of Transportation — Transit Division RENTON TRANSIT CENTER CONTINUOUS SHELTER NORTH: FOUNDATION AND ROOF FRAMING PLANS DATE: 6/6/00 FILE FILE DWG. N0. S2.2 SCANNED NOV • 7 2003 DESIGNED KSL DRA: CHKD: -- SCALE: GWO NMD 1/8 "=19-019 RECOM. CONTRACT: '- �� C03057C King County A��s„„r^ 1 TS8x2 VALLEY BEAM EDGE OF ROOF -� O'!o I IZ 0 I TS2x2x1 /4 PURLIN TYP. NOTES: 1. BEAMS & COLUMNS NOT SHOWN FOR CLARITY, SEE PLAN. 2. ATTACH TS2x2 TO VALLEY BEAM PER 2 S3.6 3. ATTACH RAFTER TO VALLEY BEAM PER 5 S3.6 PIIPI IN i AY01 1T (QADTIAI 01 AAI SCALE: 1/4" V-0" -0" 0" 4' 8' 16' Department of Transportation — Transit Division RENTON TRANSIT CENTER CONTINUOUS SHELTER NORTH: FOUNDATION AND ROOF FRAMING PLANS DATE: 6/6/00 FILE FILE DWG. N0. S2.2 SCANNED NOV • 7 2003 0 1 0 2 I 8 0 a v a CL W a a a 4: J U N i7 J a g r r W H 4 H O J d W X fe i 1 � 1 F IR 0 6 ,_.,W t: NO 4uuj 4 M Q O 2 t 0 V < a at a a i W V N F O J a m 1 0 W < 0 0 J a x M a i F 'V1913Ll ! 0-T6 7 r SCANNED NOV • 7 2003 4 0 0 z 0 W 4 CL a a a N 0 J a a W 0 0 a x i a (n 000 Q) i v r7 0 r 0)' 0)I la: 0 W (n W "Q ILL-1 (n Z d O Of t~— Z Q 0 W O Of Q ., vo o� z C 00 L— s_ E Q Z �U-1 W C' U ry �a E M E CN -C L C.7 A z z i- 0 W = J 2 ��o Z _j W A n k D CV 40 V) I �I W (n W "Q ILL-1 (n Z d O Of t~— Z Q 0 W O Of Q ., vo o� z C 00 L— s_ E Q Z �U-1 W C' U ry �a E M E CN -C L C.7 A z z i- 0 W = J 2 ��o Z _j W 00 z 0 0� z 1" 1" �- a 1x12x1' -0 TYP I 1 WP / E.I (4)TS 4x4 � >• T1 TYP 1 /4" 2"m HOLE PLAN A SEE ELECTRICAL 3" OIA HOLE FOR FOR LOCATION ELEC CONDUIT Q 1/2x16x1' -4 t 1 � TS 8x8 ' PLAN B TOP OF BASE PLATE ! TS8x8x 1/4 -\ a0 i z � TOP OF PAVEMENT z 1" NON- SHRINK D GROUT 00 �B i 3/4'0 AB W/ 12" 1 MIN. EMB I #4 TIES Q 12#7 VERT D 0- i SECTION DIAMETER B A DATUM EL100' -0 "® SOUTH SHELTER DATUM E1_100'-_3"@ NORTH SHELTER '�� TYP I �4� L4x4x 1 /4 x0' -8" W/ 4 3/470 BOLTS ® EACH ANGLE (TACK WELD NUT �B TO INSIDE OF TS) X: (V I e D CONTINUOUS inn 3 � CONTINUOUS V o Z 's TWO COLUMN W 3' -0" 4'--6" ile n o' Q W Q 0 00 z 0 0� z 1" 1" �- a 1x12x1' -0 TYP I 1 WP / E.I (4)TS 4x4 � >• T1 TYP 1 /4" 2"m HOLE PLAN A SEE ELECTRICAL 3" OIA HOLE FOR FOR LOCATION ELEC CONDUIT Q 1/2x16x1' -4 t 1 � TS 8x8 ' PLAN B TOP OF BASE PLATE ! TS8x8x 1/4 -\ a0 i z � TOP OF PAVEMENT z 1" NON- SHRINK D GROUT 00 �B i 3/4'0 AB W/ 12" 1 MIN. EMB I #4 TIES Q 12#7 VERT D 0- i SECTION DIAMETER B A DATUM EL100' -0 "® SOUTH SHELTER DATUM E1_100'-_3"@ NORTH SHELTER '�� TYP I �4� L4x4x 1 /4 x0' -8" W/ 4 3/470 BOLTS ® EACH ANGLE (TACK WELD NUT �B TO INSIDE OF TS) X: (V I SCALE: 3/4" 1 ' -0" I I 1 or er 1' -4 2' -8 ,I 5 /fr. M W/ WASHER It 3/ 1'67 xZ- x0' -2r" 0 4' -4" MAX (MIN 2 BOLTS 7 1/2" 2x SILL Q PER SILL PIECE. ,0-_ _-, SEE 6" FROM END) 3 IrTOP' OF WALL EL 41r CHAMFER 2 4 1 2„ REVEAL. �SEE 0 A6.5 • #4 0 12 EW 2 14 CANT - I 1' -6" I SECTION TOP OF SLAB '� �� - � El 38'-4" r O SCALE: 3/4° = 1 ' -0° T 8 V -4 2' -8 I t _T' 'TT �' ■ T 1'- 2 i Ir w Z 00 — ; { I _'0' e k o a f o D J e �_j ue U I 3/4 "0 AB W/ ^„ MIN EMB #5 ® 12" FOR DETAILS NOT EW, T &B SHOWN SEE 1 SECTION SCALE: 314" Cr' fr 1' -4 2' -8 RELOCATED EXISTING CLOCK TOWER ----� (2) HOLDOWN NUTS LEVELING NUT --- #3 TIES Ej ® 3" #3 TIES 1" 0 ANCHOR BOLTS, 3' -2" LONG (TYP) SECTION 20" x 20 PLINTH - L TYP CAB CA CN 71 111— r �+ W Uj U) m l_ 0 cn ° wl � TOP OF PLINTH C I A 1 1 f 1 1 SCALE: 314" = 1' -0" a W 1' -4 2' -8 1701 Commerce Tacoma, Washington Job No.: 95000.00 Ref. North 98402 -3207 2533 383 --8728 M fax SYMONDS 1000 Lenora St. Members of Architecture Suite 405 1601 Second Avenue Suite 1000 The American Urban Design Seattle, Woshington , All material oppeoring herein constitutes the Institute of Plonnin 98121 -2720 Seattle, Washington 98101 -1541 unpublished and original work of the Architect Architects InteriorgDesi n 206 223 -2742 and may not be duplicated, used, or disclosed Q' g �206� 622 -2742 fox without the written consent of the Architect. ROLL `1 91, LL FR 068 CLOCK TOWER 1 f RELOCATED CLOCK e D CONTINUOUS SHELTER /PSC 3' -0" 4' -6" CONTINUOUS SHELTER /NORTH 3' -5" 7' -6" TWO COLUMN SHELTER 3' -0" 4'--6" SCALE: 3/4" 1 ' -0" I I 1 or er 1' -4 2' -8 ,I 5 /fr. M W/ WASHER It 3/ 1'67 xZ- x0' -2r" 0 4' -4" MAX (MIN 2 BOLTS 7 1/2" 2x SILL Q PER SILL PIECE. ,0-_ _-, SEE 6" FROM END) 3 IrTOP' OF WALL EL 41r CHAMFER 2 4 1 2„ REVEAL. �SEE 0 A6.5 • #4 0 12 EW 2 14 CANT - I 1' -6" I SECTION TOP OF SLAB '� �� - � El 38'-4" r O SCALE: 3/4° = 1 ' -0° T 8 V -4 2' -8 I t _T' 'TT �' ■ T 1'- 2 i Ir w Z 00 — ; { I _'0' e k o a f o D J e �_j ue U I 3/4 "0 AB W/ ^„ MIN EMB #5 ® 12" FOR DETAILS NOT EW, T &B SHOWN SEE 1 SECTION SCALE: 314" Cr' fr 1' -4 2' -8 RELOCATED EXISTING CLOCK TOWER ----� (2) HOLDOWN NUTS LEVELING NUT --- #3 TIES Ej ® 3" #3 TIES 1" 0 ANCHOR BOLTS, 3' -2" LONG (TYP) SECTION 20" x 20 PLINTH - L TYP CAB CA CN 71 111— r �+ W Uj U) m l_ 0 cn ° wl � TOP OF PLINTH C I A 1 1 f 1 1 SCALE: 314" = 1' -0" a W 1' -4 2' -8 1701 Commerce Tacoma, Washington Job No.: 95000.00 Ref. North 98402 -3207 2533 383 --8728 M fax SYMONDS 1000 Lenora St. Members of Architecture Suite 405 1601 Second Avenue Suite 1000 The American Urban Design Seattle, Woshington , All material oppeoring herein constitutes the Institute of Plonnin 98121 -2720 Seattle, Washington 98101 -1541 unpublished and original work of the Architect Architects InteriorgDesi n 206 223 -2742 and may not be duplicated, used, or disclosed Q' g �206� 622 -2742 fox without the written consent of the Architect. ROLL `1 91, LL FR 068 CLOCK TOWER 1 f RELOCATED CLOCK Y � U I 0 I N J U - 0- ---ANCHOR BOLTS (TYP) " �-- i .. 6 11/2"i I SEE C5 FOR LOCATION OF CENTER OF CLOCK TOWER � PLAN -CLOCK TOWER FOUNDATION `� SCALE: 3/8" 7 8" t' —a Y —g T z7�b�7 4 o` TOP OF PLINTH FIN. GRADE c� or 0 TOP OF FOOTING e 0 ° 4. n D ° N +Y e c, e e D e Q� J od, o "j, 1 �� o0 0 0 1' -0" FOUNDATION W/ 6 12" EW TOP & BOTTOM (TYP) W\, 6" GRAVEL BASE COMPACTED SUBGRADE c 1 ' SECTION V SCALE: 3/8" = - 0" Cr 8" 1' -4 2' -8 DESIGNED KSL DRA: CHKD: SCALE: CW NMD AS NOTED RECOM. CONTRACT: C03057C King County APPROVED vA I t: Department of Transportation -- 'Transit Division 6/6/00 RENTON TRANSIT FILE E �- S CENTER FILE _ DWG. NO. S3.2 FOUNDATION DETAILS - - -- - ' �A07 SCANNED NOV • 7 2003 A n Y � U I 0 I N J U - 0- ---ANCHOR BOLTS (TYP) " �-- i .. 6 11/2"i I SEE C5 FOR LOCATION OF CENTER OF CLOCK TOWER � PLAN -CLOCK TOWER FOUNDATION `� SCALE: 3/8" 7 8" t' —a Y —g T z7�b�7 4 o` TOP OF PLINTH FIN. GRADE c� or 0 TOP OF FOOTING e 0 ° 4. n D ° N +Y e c, e e D e Q� J od, o "j, 1 �� o0 0 0 1' -0" FOUNDATION W/ 6 12" EW TOP & BOTTOM (TYP) W\, 6" GRAVEL BASE COMPACTED SUBGRADE c 1 ' SECTION V SCALE: 3/8" = - 0" Cr 8" 1' -4 2' -8 DESIGNED KSL DRA: CHKD: SCALE: CW NMD AS NOTED RECOM. CONTRACT: C03057C King County APPROVED vA I t: Department of Transportation -- 'Transit Division 6/6/00 RENTON TRANSIT FILE E �- S CENTER FILE _ DWG. NO. S3.2 FOUNDATION DETAILS - - -- - ' �A07 SCANNED NOV • 7 2003 A 0 u W V I N o: J Q N J CL F W Q O O a W D: x v rn Q- 0 Q) C 00 �— W ..Y � 7 �Lj Z Uj W --J 0 W Y Z � Z Ln � � U �d�y 4L 0 i W 0 F- Z 0 Li a. w Q- 0 cn E C0) a q> 0 Q o � 0 r W Q) C 00 Q ..Y � 7 �Lj Z Uj �ry �0 �a E cn E C0) a q> 0 Q o � 0 r W EAVE EL VARIES SEE SCHEDULE DWG S3.1 �. N NOTE: DIMENSIONS ARE TO OF PURL'"' EAVE EL VARIES SEE SCHEDUL DWG S3.1 r 1/4 P- TYPICAL 1 OF COL k OF RIDGE SYM I ! V -3" SECTION AT COLUMNS 3' -3" i Of COL 3' -3" i OF RIDGE SYM ;4) TS4x2 -z'r J SECTION BETWEEN COLUMNS Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicoted, used, or disclosed without the written consent of the Architect. Ref. North o' s" 1 2• Members of The American Institute of Architects Architecture Urban Design Planning Interior Design 3 A3.2 l� ALIGN ® IN W/3:12 SLC 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 5206} 223 -2742 ,206) 622 -9462 fox FZOLL M I 1 i', 1/49" It TYPICAL N ' / S�EC�T ON AT COLUMNS :3 SY/\AO N D1% I 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 FR SECTION BETWEEN COLUMNS DESIGNED KSL _ DRA: cHKD: %I (V CW NMD jM92 Ev RECOM. TONAL King Count - -- �y Y APPROV D EXPIRES 2/20/0 t TYP DATE: Department of Transportation — Transit Division 6 /6 /00 in MV-00 RENTON TRANSIT CENTER �� C°"TR"cr` CONTINUOUS SHELTER DWG. NO. °3 °5'� S3.3 SECTIONS CANNED SCANNED NOV -,7 2003 I � ..Y � ..Z 6 Y �0 Y � W � a. O W 00 V) 0 0 0 00 0 0 Q U r� 0 O rn � rn 0 2 rn EAVE EL VARIES SEE SCHEDULE DWG S3.1 �. N NOTE: DIMENSIONS ARE TO OF PURL'"' EAVE EL VARIES SEE SCHEDUL DWG S3.1 r 1/4 P- TYPICAL 1 OF COL k OF RIDGE SYM I ! V -3" SECTION AT COLUMNS 3' -3" i Of COL 3' -3" i OF RIDGE SYM ;4) TS4x2 -z'r J SECTION BETWEEN COLUMNS Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicoted, used, or disclosed without the written consent of the Architect. Ref. North o' s" 1 2• Members of The American Institute of Architects Architecture Urban Design Planning Interior Design 3 A3.2 l� ALIGN ® IN W/3:12 SLC 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 5206} 223 -2742 ,206) 622 -9462 fox FZOLL M I 1 i', 1/49" It TYPICAL N ' / S�EC�T ON AT COLUMNS :3 SY/\AO N D1% I 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 FR SECTION BETWEEN COLUMNS DESIGNED KSL _ DRA: cHKD: %I (V CW NMD jM92 Ev RECOM. TONAL King Count - -- �y Y APPROV D EXPIRES 2/20/0 t TYP DATE: Department of Transportation — Transit Division 6 /6 /00 in MV-00 RENTON TRANSIT CENTER �� C°"TR"cr` CONTINUOUS SHELTER DWG. NO. °3 °5'� S3.3 SECTIONS CANNED SCANNED NOV -,7 2003 �0 Y � W � a. O 0 0 0 0 � 0 2 EAVE EL VARIES SEE SCHEDULE DWG S3.1 �. N NOTE: DIMENSIONS ARE TO OF PURL'"' EAVE EL VARIES SEE SCHEDUL DWG S3.1 r 1/4 P- TYPICAL 1 OF COL k OF RIDGE SYM I ! V -3" SECTION AT COLUMNS 3' -3" i Of COL 3' -3" i OF RIDGE SYM ;4) TS4x2 -z'r J SECTION BETWEEN COLUMNS Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicoted, used, or disclosed without the written consent of the Architect. Ref. North o' s" 1 2• Members of The American Institute of Architects Architecture Urban Design Planning Interior Design 3 A3.2 l� ALIGN ® IN W/3:12 SLC 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 5206} 223 -2742 ,206) 622 -9462 fox FZOLL M I 1 i', 1/49" It TYPICAL N ' / S�EC�T ON AT COLUMNS :3 SY/\AO N D1% I 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 FR SECTION BETWEEN COLUMNS DESIGNED KSL _ DRA: cHKD: %I (V CW NMD jM92 Ev RECOM. TONAL King Count - -- �y Y APPROV D EXPIRES 2/20/0 t TYP DATE: Department of Transportation — Transit Division 6 /6 /00 in MV-00 RENTON TRANSIT CENTER �� C°"TR"cr` CONTINUOUS SHELTER DWG. NO. °3 °5'� S3.3 SECTIONS CANNED SCANNED NOV -,7 2003 V 8 V) w a a, W a a. W J a u 0 J a 8 s W Q 0 0 J a W X d. m W z W U H Cn z 4 z O F— z W "Ct Z / � p V J E SYM + e A8Ul1T 7._6.. 2.,08. _ I P !' fl , • _ I I Y W F—� Ir W Z F— W Z = (D V) u cn U-) �C" O I-- D Q _Z F-- Cn Z Z 0 O U F- U W I E Q 0 s 1 Z r z W � V � W (W r N . L r Q Q-� N � a o� L L � 00 �- aY W Q SZ V W _Q W a� U ly- 0 �° CONTRACT: CONTINUOUS SHELTER DWG. N0. M c03057c \ E '$3.4 �N C I -c =� CP N _O I E Q 0 s 1 Z r z W � V � W (W r N V 0 rn 0000 rn rn 2 N r; 0 z m 0 W NC TH` VV1, W WWI VI 1J 1Nl-1 1 1 BEAMS, & TIES ® BOTH ENDS TS 12x2 0 SIM SECTION I SYM ` oe ABOUT 7,_6„ 2' -0" 1 I SECTION Job No.: 95000.00 All material appearing herein constitutes the unpublished and origin(A work of the Architect C; and _ e t� �z without written consent the Archt.. I* III J► Ref. North 0' R" 1 ' 7' me- -was nn - I itt-t-F-M Members of The American Institute of Architects Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 253 383 -8700 253 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 M 20 6) 223 --2742 6) 622 -9462 fax FtID L '1191 I SYMONDS 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 FFt 12 * PENS -Opp t„ EXPIRES 2/20/ 01 07-0 SECTION SECTION co S8x2 BEAM TYP. t) 3/4-0 THRU BOLTS, TYP //—TS2x2 BEAM TS RAFTER TS RAF i ER T4m2756 3 9 �TS2x2 BEAM TS10x2 BEAM TS12x2 BEAM ® Sim J SECTION N 3 � DESIGNED KSL aY W V SZ d SCALE: ,•_,� —o� RENTON TRANSIT CENTER FILE____, 0 RECOM. CONTRACT: CONTINUOUS SHELTER DWG. N0. King King ` �k� County c03057c '$3.4 APPROVED SECTIONS AT DISCONTINUITIES C, 0, e;p- 22 ne Cl i SCANNED NOV • 7 2003 `i < t 00 w ° V 0 rn 0000 rn rn 2 N r; 0 z m 0 W NC TH` VV1, W WWI VI 1J 1Nl-1 1 1 BEAMS, & TIES ® BOTH ENDS TS 12x2 0 SIM SECTION I SYM ` oe ABOUT 7,_6„ 2' -0" 1 I SECTION Job No.: 95000.00 All material appearing herein constitutes the unpublished and origin(A work of the Architect C; and _ e t� �z without written consent the Archt.. I* III J► Ref. North 0' R" 1 ' 7' me- -was nn - I itt-t-F-M Members of The American Institute of Architects Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 253 383 -8700 253 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 M 20 6) 223 --2742 6) 622 -9462 fax FtID L '1191 I SYMONDS 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 FFt 12 * PENS -Opp t„ EXPIRES 2/20/ 01 07-0 SECTION SECTION co S8x2 BEAM TYP. t) 3/4-0 THRU BOLTS, TYP //—TS2x2 BEAM TS RAFTER TS RAF i ER T4m2756 3 9 �TS2x2 BEAM TS10x2 BEAM TS12x2 BEAM ® Sim J SECTION DESIGNED KSL Department of Transportation - Transit Division ATE: 6/6/00 0 0RA: CHKO: cw r,MO SCALE: ,•_,� —o� RENTON TRANSIT CENTER FILE____, RECOM. CONTRACT: CONTINUOUS SHELTER DWG. N0. King King ` �k� County c03057c '$3.4 APPROVED SECTIONS AT DISCONTINUITIES C, 0, e;p- 22 ne SCANNED NOV • 7 2003 • t M .s 8 0 i W d d W a d CL i W J Q U N H O J CL a 0 0 J a t� w at x fe i ri FIOILL K , ,T 91 Fl;t 071 1 CID 7- Z� jv 34 • SCANNED NOV - 7 2003 4 f* 0 i z + 0 H Q a W a i W J a U N 0 J I 0 W a 0 0 J a x s g 81 cID n _ raj i I of F- Z W U F- z F- z 0 F- z Lill t1� i � I Fes — LA J �z! LLJ F-- Q J L1J V) Q = U Ip i z :E \ E Q'N ey c rn v� ca Oi mm� Qp 2 f- J Q WF F N x w •- o W =� Q� D � �z C 00 c O W � }- U - � F— L1J r� (253) 383 -8728 fox c U E a� :E \ E Q'N ey c rn v� ca Oi mm� Qp 2 f- J Q WF F N x w 1 -0w W =� 0" 8" 1. 2' 0 0 Z c O W C'n a aZ !zb:4 W v 0 0 1 -0w 0" 8" 1. 2' 0 ' M c oY Tocoma, Washington aZ c v (253) 383 -8728 fox 1000 Lenora St. Members of Architecture Suite 405 3 The American Urban design Seattle, Washington q- Institute of Planning 98121 -2720 Of 4' 8� 16' Architects Interior Design 206 223 -2742 < I � 0 w � 0 <r G 00 rn 0 0 1 -0w 0" 8" 1. 2' M 1701 Commerce Tocoma, Washington Ref. North ' • • -+_ 98402 -3207 (253) 383 -8700 v (253) 383 -8728 fox 1000 Lenora St. Members of Architecture Suite 405 The American Urban design Seattle, Washington Institute of Planning 98121 -2720 Of 4' 8� 16' Architects Interior Design 206 223 -2742 W6� 622 -9462 fox 0 rn 00 rn 0 Y y o a r4i 0 0 O N 3= 3 . F RIDGE CONNECTION TAP 3 CLIP* SEE TS RAFTER SCALE: 1 1/2n = 1' -0' a" 6' 1' 2' 3/76 \ I �--- DIMENSION LINE TS2x2 SHOP CONNECTION LINE TS2x2 RAFTER -3 / 16433x3x2" LG w/ 1/4"0 3OLTS w/ WASHERS ON BOTH 31IDES OF RAFTER INTO A COUPLER. OVERSIZE HOLES ON ANGLE. :'REFRILLE HOLES FOR COUPLER D EA SIDE OF RAFTER TER FIELD CONNECTION TS2x2 CONNECTIONS SCALE: 1 1/2" 1' -0" 0" 6" V 2' z D z z Iii,. On. MITI All material oppeoring herein constitutes the np uublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. >s L3x3x3/ 16'x2' LG.. FASTEN TO RAFTER w/ 1/4'0 BLOTS w/ WASHERS ON BOTH SIDES OF RAFTER INTO A COUPLER. OVERSIZE HOLES ON ANGLE_ PREFRILLED HOLES FOR COUPLER 0 EA SIDE OF RAFTER. —7 TS6x2 RAFTEI TS8x2 BEAM TYPICAL CLIP DETAIL TS8x2 VALLEY BEAM (2) 3/4'0 BOLTS 0 3'. TACK WELD NUT TO INSIDE OF TS V/Z/— BENT It 1/4x6" � of 3/16 -� 1 n TS8x2 VALLEY BEAM SCALE: 1 1/2" = 1' -0" o' s- 1 • 2' VALLEY BEAM, NOTCH AS REQ'D, PROVIDE 1/4" CAP Fj 3/4"0 THRU TS8x4 BEAM SECTION SCALE: 1 1/2" = 1 '-0* O" 6" 1 ' 2' TS VALLEY BEAM TS RAFTER ---\ 3 /1s �-- 3/16" BENT F? W/ (2) 1/4 "0 THRU BOLTS RAFTER & VALLEY B CONNECTION J SCALE: 1 1/2 1 -0w 0" 8" 1. 2' 1701 Commerce Tocoma, Washington Ref. North ' • • -+_ 98402 -3207 (253) 383 -8700 (253) 383 -8728 fox 1000 Lenora St. Members of Architecture Suite 405 The American Urban design Seattle, Washington Institute of Planning 98121 -2720 Of 4' 8� 16' Architects Interior Design 206 223 -2742 W6� 622 -9462 fox RIDILL t ' I; �' ewk M. D SYMONDS g G- ��, + 27292 .co �4 1601 Second Avenue, Suite 1000 GIST ', Seattle, Washington 98101 -1541 1 tokAL EXPIRES Es 2/20/e t FR 072 6W ii I 1 6M, 66W TS2x2 NOT SHOWN FOR CLARITY i+ FOR COLUMN CONNECTION 1 DETAIL. SEE � 3 N� �I -mot �I \_ (4) TS4x4 i COLUMN E ,I I TS1Ox2 I BEAM BELOW t� E 1 /4x4x4 EA SIDE "--3/4"0 THRU BOLT j RAFTER 3/16 PLAN — VALLEY BEAM CONNECTIONS J SCALE: 1 1/2 n = 1' -0" 0" 6" 1' 2' SECTION z�s638 (t' 1'1 5 PLACES TS2x2x 1 /4 TYP. 0 EACH CORNER 1 1/2 HOLE FOR CONDUIT SEE 2 A6.2 3/4 "0 BOLT, 2 0 EACH FACE, TACK WELD NUT TO INSIDE FACE TS12x12x3/16 2" HOLE FOR CONDUIT SEE 2 A6.2 PROVIDE 3' -0"0 x4' -0" DEEP FOOTING. FOR FOOTING DETAILS SEE t S3.2 �J SCALE: 3/8' � 1' -0" 0' 6' t' q' DESIGNED A7E; KSL Department of Transportation - Transit Division 6/6/00 •DRA: CHKD: SCALE: CW NMD AS NOTED RENTON TRANSIT CENTER FILE RECOM. CONTRACT: DWG. N0. — c03057c NORTH SHELTER DETAIL S3.6 King County APPROVED AND TYPICAL FRAMING DETAILS i SCANNED NOV - 7 Zooa 0 u 0 z 0 16 40 F W U a N W a W J 4c U Uf O J d N r W 4 O F O J a x r FIOLL r f i ; FFt Q73 M SCANNED NOV • ?2003 I 0 u 0 z g Il H W V { a W a a i w U N F 0 J a gi M 4i a 0 0 J a W X d 6 FIOILL 1.- 91 FFZ O�74 r scANNEO NOV - 7 2003 0 �Q V VI N W a N O: W i I g N 0 a m 4 O 0 J CL X a 0 0 • _ C� o II r r X N p 1" TEE, SEE X DETAIL 2, j ; a / - r ,� o T 1--+' '1 / - ,' SHEET L3.1 I� "it '-' l I r Ln a 3 3 �.. � CL Ir+00 a CL r I a - cv i Ki r r r III M l rI r , 4t r r, ri Z f- M 0 o 0 r- TWEI MECHANICAL LEGEND DRA: .. SCALE: SS WL 1" =20' -0r RECOM. CONTRACT: n C03057C King County APPROVED W_ t- - - SYMBOL DESCRIPTION SYMBOL DESCRIPTION a � - ----- COLD WATER (CW) � FLOOR MAIN (FD) -- - -- HOT WATER (HW) PRESSURE GAUGE z WASTE OR SAN. SEINER � THERMOMETER -" — - VENT (V) - OR DRAIN VALVE w W E'--- PIPE DOWN ar SUPPLY AIR -DUCT UP 0 � o+ -- PIPE UP EXHAUST / RETURN AIR - DUCT UP `) V t _ BRANCH - SIDE CONNECTION = = SUPPLY AIR - DUCT DOWN 0 (10 r Z - CAP END OF PIPE -77- EXHAUST / RETURN AIR - DUCT DOWN Of U —�— FLOW DIRECTION SOUNDLINING Z Q o-- FLUSH CLEANOUT (FCO) OR SURFACE 12/1-2 CC 0 _ CLEANOUT (SCO) AS INDICATED 300 C AIR TETERMINAL SIZE. TYPE & CFM Z LLJ L-Li WALL CLEANOUT (WCO) ' CEILING AIR TERMINAL - SQUARE J,L VENT THRU ROOF (VTR) FLEXIBLE DUCT GATE VALVE (G. V.) VOLUME DAMPER (VD) GLOBE VALVE BACKDRAFT DAMPER (BDD) BUTTERFLY VALVE I FLEX. CONNECTION (DUCT) + PRESS_ REDUCING VALVE (P.R.V.) l�� TURNING VANES (TV) a o tp 4D o z rn c_ CHECK VALVE (C.V.) TEMPERATURE SENSOR 00 '0- E TEMP. / PRESS. RELIEF VALVE (D G TEMPERATURE SENSOR W/ GUARD +— Q f Lj -n a BALL VALVE (E) EXISTING f3 U ❑F-- -- FREEZEPROOF BOX HYDRANT (F.B.H.) M.C. MECHANICAL CONTRACTOR E :A m E STRAINER E.C. ELECTRICAL CONTRACTOR '�r ' \ E — swim E N --� j �-- UNION G.C. GENERAL CONTRACTOR X!1: C C S _ C� o II r r X N p 1" TEE, SEE X DETAIL 2, j ; a / - r ,� o T 1--+' '1 / - ,' SHEET L3.1 I� "it '-' l I r Ln a 3 3 �.. � CL Ir+00 a CL r I a - cv i Ki r r r III M l rI r , 4t r r, ri Z f- M 0 o DESIGNED TWEI DRA: CHKD: SCALE: SS WL 1" =20' -0r RECOM. CONTRACT: n C03057C King County APPROVED - gt z Z w ar 0 OD p 7*0.49/"_274% 2 I f PLAN NOTES 1 1' BOX HYDRANT (JAY R. SMITH 5810. OR EQUAL). SEE INSTALLATION DETAIL. 0 2" BOX HYDRANT (JAY R_ SMITH 5812). SEE INSTALLATION DETAIL PROVIDE FILTER RACK BELOW FAN FOR 1' PLEATED FILTER AS SPECIFIED. MAKE IN TWO PIECES FOR EASE OF INSTALLATION. PROVIDE SEALS AROUND FILTERS AND FILTER RACK, TO PREVENT BLOW-BY. HANG FAN INSIDE DISPLAY CABINET WITH UNISTRUT. PROVIDE VIBRATION ISOLATION PADDING AROUND FAN. GENERAL NOTES 1. WHEREVER POSSIBLE, RUN PIPING TO BOX HYDRANTS IN SAME TRENCH AS IRRIGATION PIPING. SEE TRENCH DETAIL ON CIVIL PLANS. 2. HYDRANTS SHALL BE CENTERED IN PAVEMENT SCORING PATTERNS. SEE ARCHITECTURAL DRAWINGS. r r i 1 ,r i r !r �+ D � , CJ 17+ o + o ? o t --k PAVILION , w � n f ` B � K f Z } w + ►� t x w Q !Eti � f w w • r w s w �J w w w CONTINUED ON SHE, 2.1 --�� 1 UIE�] U-T7 L IL U T F1B CEi) 18 +00 1• . / I f —J RINKING FOUNTAIN w , E FRIG+. CW � 7 1 BURNETT AVENUE 0 a 0 o a o a o a 0 0 -i - i a o a o 0 0 0 0 0 0 rK 1 -_ on man 3 4 DISPLAY W/ EF ;2 3 4 DISPLAY W/ EF--3 MECHANICAL SITE PLAN 1 SCALE: 1"=20'-O" 1701 Commerce Tacoma, Washington Job No.: 95000.00 Ref. North • 98402 -3207 253 383-67 2533 383 -8728 fax 1000 Lenora St. Members of Architecture Suits 405 The American Urban Design Seattle, Washington Y. oe was n mashed and � harem f the Are: the Institute of Planning 'O 308 unpublished o orgino� work of the Architect g 98121 -2720 and may not t* duplicated, used, or disc►oaed Q' 10' 20' 40' Architects Interior Design 206 223 -2742 fib, I STS without the written consent of the Architect. 2063 622 -9462 fax SS1 UN AL a ROLL 'P1'91LL I EXPIRES 5/6/200T:7] 1s1oa �B �J 00 F is .f R. ~ • M. Inc 4. 20 +N0 � rig � i col 1� Fl _ ED m r ICJ! �i I Department of Transportation - Transit Division UN 1 G: s /s /oo RENTON TRANSIT CENTER FILE CITY OF RENTON owc. No. MECHANICAL SITE PLAN M1.1 SCANNED NOV ' 72003 r � 11 DESIGNED TWEI DRA: CHKD: SCALE: SS WL 1" =20' -0r RECOM. CONTRACT: C03057C King County APPROVED - gt I Department of Transportation - Transit Division UN 1 G: s /s /oo RENTON TRANSIT CENTER FILE CITY OF RENTON owc. No. MECHANICAL SITE PLAN M1.1 SCANNED NOV ' 72003 r � 11 N ME T v L-1 V) W z H C:� o CL Z W o U a 0 OL E U U) z r-- Q �z W CL. a� U �' � C t � U v E L.L1 z O C z U W A 0� r 2 Cr LLI a .r . L o n o �'c a 0 OL E v w _ n �z W CL. a� U �' � C t tT 0 ° v E O a � m i C C � 0� 2 Zz �zz L; 0 0 0 Z W w v =Zo �� d Fzw W � Cn ao u7 N W v M U W V) J = J ul U W 2 E � x Q W 0 X cl N Z m v a� v a J 0 N 0 o z °0 O rn 0 > Ljj it .: 0 o Z $� d F-- o z Z W W °I c o ao l;j Ch O Z LZ HP -1 32/26 LOUVER It - BY HP MFGR EXTENDED WALL SLEEVE BY HP MFGRR 10"0 10/6 10/10 E'. HINGED FILTER ACCESS DOOR -V ANGLE - IRON FRAME HVAC SECTION SCALE: 1/47= l ' -0" 26/32 LOUVER BY HP MFGR 2.1 1/2- CONDENSATE DRAIN, SEE DETAIL 6/M3.1 -1 Tipo -w• gaps6 fs A n I•■ ■ HVAC PLAN SCALE: 1/4!'= V-0" 118/12 WPL HOSE BIBB (TYP.) 4"WCO C 0 0 1F 10E fl 2 "FD 4 "FC0 2 "V D N o \� �$ 1/25* 6 4 "V UP 2 "V �U,N ®X 4 "VTR � 2 V\ � » 2 "V 3 UNISEX 2 "FD 2 "FD P -1 i P -1 P -2 2 "V DN 1 5 1 2 1/29P 1 » 5 2 "V DN 2 "FD UTILITYCLOSET 2 90V DN 1 "CW DN 2 "CW DN FLOOR PLAN SCALE: 1/4!'= l'-O" 1701 Commerce Tacoma. Washington Job No.: 95000.00 Ref. North itt+ 96402 -3207 253) 383 -8728 fox 1000 Lenora St. Members of Architecture Suits 405 The American Urban Design Seattle, Washington Iw material appearing h•rsin constitutes the t titue o Insf Plonnin urdxMW ed and original work of the Architect 9 98121 -2720 TANKLESS WATER HEATER MOUNT ON WALL O4 1-1/2" SEE WATER HEADER DETAIL, SHT M3.1 4X Y. � of Wk one may not be dupikated, used, or disclosed 0' 2' 4' e' Architects Interior Design (206) 223 -2742 GE�j'' without tM written consent of the Architect. (206) 622 -9462 tax �' SION 1 P' EXPIRES 5/6/2001 jr PLAN NOTES (D 4•w' 2 "V' 1'CW 2 2'W, 1 -1 /2'V, 1/2-H & CW �3 EXPOSE CARRIER IN STORAGE ROOM 4 EEMAX "POINT OF USE" WATER HEATER MODEL NO. EX -75, 7.5 kW, 240 V. 32 A. CONNECT 3/4 -H & CW. SEE DETAIL 5 TRANSFORMER FOR SENSOR- OPERATED FLUSH VALVE & FAUCET. M.C. SHALL RUN 24V POWER FROM TRANSFORMER TO EACH VALVE & FAUCET. 6� 1 /2 -CW, 1 -1/2 -V DN. PROVIDE CAPPED 1/2-CW AND 2" WASTE STUB OUT 17 REMOTE CHILLER FOR DRINKING FOUNTAIN, HALSEY TAYLOR MODEL SJ8 -0 (OR EQUAL), LEAD FREE SYSTEM, W/ ADJUSTABLE THERMOSTAT. WALL MOUNT. PROVIDE 3/8" CONNECTION TO CHILLER, & 1/2- CHILLED WATER TO P-3 $ TEMPERATURE SENSOR: PROVIDE HONEYWELL T740OA1004 (OR EQUAL) PROGRAMMABLE THERMOSTAT, W/ W741OA1009 CONTROL MODULE, FOR HEAT PUMP APPLICATIONS. L C I� 4 "W OF TO FC,`C \\ �2 "V UPS, W UP \� 2 "W OP 2" 4,; 2 "W UP E I 2 "W UP'-. 4 "W UP " I 2 "W UP 2 2» 2 "V UP 2 "W UP . -1/2 UP - -- - -� --i 1/2" REFRIGERATED WATER TO - -- - - -� DRINKING FOUNTAIN. I 4 "W UP 4„ 4" FOR CONTINUATION, SEE SHEET M1.1 TO WCO 2"V UP 2„ 2„ 2 "V UP 2 "CW TO BOX HYDRANT 2 "W UP 40' 2 UP FOR CONTINUATION, SEE SHEET M1.1 ' +J 3" CW UP ME R (BY ERS) L_ 4 "WASTE 3" DOMESTIC WATER SEE CIVIL DRAWINGS 2 FOR SITE UTILITIES FOUNDATION PLAN SCALE: 4 1 '- / ' 1 0 " DESIGNED Department of Transportation — Transit Division A 6 /6 /00 P /SCS yCy�KD: S�4`E- 1'-T RENTON TRANSIT CENTER FILE RECOM. CONTRACT: co3os� DWG. N0. �c- �.�,�.e CITY OF RENTON King County APPRg i P,S.C. MECHANICAL PLANS M2.1 c,,� scAnnEO NOV - 72003 0 z a 4! LL z 0 0 8 m a F J X X a 0 r o1 0 O =5 E �E �N c c` oQ) a z< D -z ►- Pe o CKz �0 N 0 •� 0 CL .. MFR J L >_ _y OD 0 I_ D zI z L1J U = [L' W Lj ( > MOTOR STARTER Q w W ~' J CFM Tso (rN) U� ti;Q 1W ZW tl� W DM ""T-- Z (r m w r4_') l .L v , 0 I` z W z D `= CD ooYw MODEL NO zz (n L'i 0 J cr_ZYQ INDOOR COIL O U U z FLA u NC TQ 1 1750 1750 U 42 W 42 W W 1 1 TOTAL E �E �N c c` oQ) a z< D -z ►- Pe o CKz �0 N 0 •� 0 CL .. MFR 0 o L >_ _y OD 0 I_ WW zI z 1701 Commerce L1J :3''' 3 a- U� �C- W v� a MOTOR STARTER c HEATING CAPACITY NOTES CFM Tso (rN) E �E �N c c` oQ) a z< D -z ►- Pe o CKz �0 N 0 JIL4 "vm 4 "V 2 -V � - - - - ^ .1 w w - -- �t �2 "V 2V 2V 2V " j+ - — — —+ —� V-+j+- - - --+- 1 -1 /2 V _ I _ 1-1/2", V` — — — — - -1 -1 /2"V fi T_ I 1 -/2 "v I i I I I � � =1 I I �I P -2 I � "� 12 ^V I " 2 v I I " I P -2 � E 2 "V-�I C _\14 + 2"V -� 2"V I I ® ® I ® ® P -1 ® P -1 Ul 4 "FCO 2 "F�J 4 "WC� 2-FD i 2 "FD I 2 "FD [ - 2» 2" 2" 2" 2--/ " 2" 4» " 2" 4" 2" r- 4 r 4 2" 4" � WASTE AND VENT RISER DIAGRAM v / NO SCALE IN -LINE FLOW CON TROL -� HOT HOT �I � II .r COLD U INSTANT -FLOW WATER HEATER LOCATE BEHIND WALL AS SHOWN ON PLANS} � I COLD 3 -WAY VALVE � POWER J -BOX 4" INSTANT IFLOW WATER HEATER INSTALLATION DETAIL NO SCALE MANUAL AIR VENT e r- 2 0 x 18 "LON G AIR CHAMBER 3" i I "-t�; 3" 2" 1 3" SEE CIVIL DRAWINGS FOR SITE UTILITIES REDUCED PRESSURE BACK -FLOW 2 "CW TO PREVENTER BOX HYDRANT PIPE FULL SIZE TO DRAIN 1 -1 /2" TO FIXTURES WATER HEADER DETAIL NO SCALE U_ z � roe o— ki —:)t6 4" FAN SCHEDULE FAN Tn /NO MFR MODEL AIR TO AIR HEAT PUMP SCHEDULE W�v IN NO SCALE WW zI z 1701 Commerce 4" 2" ti ZW � J W COOLING CAPACITY MOTOR STARTER WEIGHT (Ib) HEATING CAPACITY NOTES CFM Tso (rN) qpy cp�JccP 1W w pN EF -1 POWER CONNECTION Z8S IN -LINE X 210 0.25 UNITT AREA MFR MODEL NO FILTERS MIN MAX OPERATING 26 INDOOR COIL OUTDOOR COIL INTEGRAL HEATING CAPACITY AUX ELEC HEATING SLOWER FLA u NC SERVED 1750 1750 - - 42 W 42 W a 1 1 TOTAL SENSIBLE OUTDOOR 6 6 U V) INDOOR J J MOTOR W INCL AUX. W NO do OSA OSa 'WEIGHT NOTES CFM EAT EWB COOLING COOLING DB EER EAT D8 � E 6. V PH ESP HP V PH HEAT a SIZE CFM CFM (LB) Q to ., APACI T N f ASPS) ) (MOP) ® HP -1 OFFICE FRIEDRICH VHAl2K50 375 80 w 8600 95 10.0 47 70 11200 3.0 5.0 230 1 0.45 1/4 230 1 29.2 Q 0 60 375 135 1 0 O INCLUDE ARCH. LOUVER OVAL1, WALL PLENUM VPWP2, o N N Z M 7 ti h 0 J 3 0 ri 0 a z � o 0 > i W o Ce d Z w s 0 ao 0 JIL4 "vm 4 "V 2 -V � - - - - ^ .1 w w - -- �t �2 "V 2V 2V 2V " j+ - — — —+ —� V-+j+- - - --+- 1 -1 /2 V _ I _ 1-1/2", V` — — — — - -1 -1 /2"V fi T_ I 1 -/2 "v I i I I I � � =1 I I �I P -2 I � "� 12 ^V I " 2 v I I " I P -2 � E 2 "V-�I C _\14 + 2"V -� 2"V I I ® ® I ® ® P -1 ® P -1 Ul 4 "FCO 2 "F�J 4 "WC� 2-FD i 2 "FD I 2 "FD [ - 2» 2" 2" 2" 2--/ " 2" 4» " 2" 4" 2" r- 4 r 4 2" 4" � WASTE AND VENT RISER DIAGRAM v / NO SCALE IN -LINE FLOW CON TROL -� HOT HOT �I � II .r COLD U INSTANT -FLOW WATER HEATER LOCATE BEHIND WALL AS SHOWN ON PLANS} � I COLD 3 -WAY VALVE � POWER J -BOX 4" INSTANT IFLOW WATER HEATER INSTALLATION DETAIL NO SCALE MANUAL AIR VENT e r- 2 0 x 18 "LON G AIR CHAMBER 3" i I "-t�; 3" 2" 1 3" SEE CIVIL DRAWINGS FOR SITE UTILITIES REDUCED PRESSURE BACK -FLOW 2 "CW TO PREVENTER BOX HYDRANT PIPE FULL SIZE TO DRAIN 1 -1 /2" TO FIXTURES WATER HEADER DETAIL NO SCALE U_ z � roe o— ki —:)t6 4" FAN SCHEDULE FAN Tn /NO MFR MODEL AIR TO AIR HEAT PUMP SCHEDULE AREA SERVED IN NO SCALE WW P -1 1701 Commerce 4" 2" ocRF ?M.4!vCE MOTOR BACK DRAFT D�l��rR COOLING CAPACITY MOTOR STARTER WEIGHT (Ib) HEATING CAPACITY NOTES CFM Tso (rN) qpy cp�JccP 1W t�pLT pN EF -1 POWER CONNECTION Z8S IN -LINE TOILET ROOMS 210 0.25 UNITT AREA MFR MODEL NO FILTERS MIN MAX OPERATING 26 INDOOR COIL OUTDOOR COIL INTEGRAL HEATING CAPACITY AUX ELEC HEATING SLOWER FLA MAX NC SERVED 1750 1750 - - 42 W 42 W 120 120 1 1 TOTAL SENSIBLE OUTDOOR 6 6 OUTDOOR INDOOR TOTAL MOTOR INCL AUX. OVERCJRRENT NO do OSA OSa 'WEIGHT NOTES CFM EAT EWB COOLING COOLING DB EER EAT D8 HEATING COP KW V PH ESP HP V PH HEAT PROTECTION SIZE CFM CFM (LB) ., APACI T f ASPS) ) (MOP) HP -1 OFFICE FRIEDRICH VHAl2K50 375 80 67 11500 8600 95 10.0 47 70 11200 3.0 5.0 230 1 0.45 1/4 230 1 29.2 30 16 "x20 "x1 60 375 135 1 0 O INCLUDE ARCH. LOUVER OVAL1, WALL PLENUM VPWP2, FILTER BRACKETS JIL4 "vm 4 "V 2 -V � - - - - ^ .1 w w - -- �t �2 "V 2V 2V 2V " j+ - — — —+ —� V-+j+- - - --+- 1 -1 /2 V _ I _ 1-1/2", V` — — — — - -1 -1 /2"V fi T_ I 1 -/2 "v I i I I I � � =1 I I �I P -2 I � "� 12 ^V I " 2 v I I " I P -2 � E 2 "V-�I C _\14 + 2"V -� 2"V I I ® ® I ® ® P -1 ® P -1 Ul 4 "FCO 2 "F�J 4 "WC� 2-FD i 2 "FD I 2 "FD [ - 2» 2" 2" 2" 2--/ " 2" 4» " 2" 4" 2" r- 4 r 4 2" 4" � WASTE AND VENT RISER DIAGRAM v / NO SCALE IN -LINE FLOW CON TROL -� HOT HOT �I � II .r COLD U INSTANT -FLOW WATER HEATER LOCATE BEHIND WALL AS SHOWN ON PLANS} � I COLD 3 -WAY VALVE � POWER J -BOX 4" INSTANT IFLOW WATER HEATER INSTALLATION DETAIL NO SCALE MANUAL AIR VENT e r- 2 0 x 18 "LON G AIR CHAMBER 3" i I "-t�; 3" 2" 1 3" SEE CIVIL DRAWINGS FOR SITE UTILITIES REDUCED PRESSURE BACK -FLOW 2 "CW TO PREVENTER BOX HYDRANT PIPE FULL SIZE TO DRAIN 1 -1 /2" TO FIXTURES WATER HEADER DETAIL NO SCALE U_ z � roe o— ki —:)t6 4" FAN SCHEDULE FAN Tn /NO MFR MODEL TYPE AREA SERVED IN NO SCALE WW P -1 1701 Commerce 4" 2" ocRF ?M.4!vCE MOTOR BACK DRAFT D�l��rR SPEED CONTROLLER MOTOR STARTER WEIGHT (Ib) INTERLOCK WITH/ NOTES CFM Tso (rN) qpy cp�JccP 1W t�pLT pN EF -1 PENN Z8S IN -LINE TOILET ROOMS 210 0.25 1050 2.8 75 W 120 1 YES YES BY E.C. 26 - - EF -2 EF -3 NUTONE NUTONE ILF -120 ILF -120 IN -LINE IN -LINE DISPLAY DISPLAY 50 50 0.4 0.4 1750 1750 - - 42 W 42 W 120 120 1 1 NO NO YES YES BY E.C. BY E.C. 6 6 _ _ MOUNT SPEED CONTROL IN DISPLAY CASE SEE SITE PLAN FOR LOCATION MOUNT SPEED CONTROL IN DISPLAY CASE SEE SITE PLAN FOR LOCATION SEE CIVIL DRAWINGS FOR SITE UTILITIES FLEXIBLE CONNECTION (TYP.) DUCT MOUNT SPEED CONTROLLER ON SIDE OF FAN CABINET- ATTACH HANGER TO ROOF STRUCTURE - SPRING VIBRATION ISOLATOR THREADED ROD DUCT ACCESS ON BOTTOM OF UNIT IN —LINE EXHAUST FAN INSTALLATION NO SCALE CONDENSATE DRAIN LINE; SIZE AS SHOWN ON PLANS EXTERIOR WALL ELBOW INTERIOR WALL 1 /4" (MIN.) TO 5/8" (MAX.) FINISHED GRADE CONDENSATE DRAIN DETAIL NO SCALE FINISHED CONCRETE PAVING 4 4. v CONCRETE o' d a a d4 ° FREEZE -PROOF BOX HYDRANT 4 a ° 2" PVC DRAINAGE SLEEVE 4 °Q ° a NEOPRENE HEAVY WALL _ FLEX. HOSE W/ STAINLESS STEEL SCREW CLAMP AT DRAINAGE HOLE EACH END. SUPPLY MAIN TEE & ADAPTER FITTING; SIZE AS SHOWN ON PLAN GALV. NIPPLE _ GALV. THREADED PIPE TO FLEXIBLE PIPE ADAPTER ELBOW = 4" MIN. Ft 10 L L .,1 ji ii NG Y. WM 'V A,�o•Pct o$�� STE � G� S10NAL E)T ES 5/6/2001 FR o77 PLUMBING FIXTURE SCHEDULE BOX HYDRANT INSTALLATION DETAIL FIXTURE 2 NOTES IN NO SCALE WW P -1 1701 Commerce 4" 2" Tacoma, Washington Job No.: 95000.00 Ref. North • • 98402 -3207 LAVATORY 2" 253 383-87 1/2" 1/2" 2533 383 -8728 fox P -3 DRINKING FOUNTAIN 1000 Lenora St. ?-1/2" Members of Architecture Suite 405 All meteriol appearing hareln constitutes the unpubNs w and origino� work of the Architect The American Urban Design Institute of Plonnin g Seattle, Washington 98 121 -2720 and mq not be duplicated, used, or disclosed Architects Interior Design (206) 223 -2742 without the written consent of the Architect. (206) 622 -8462 fax Ft 10 L L .,1 ji ii NG Y. WM 'V A,�o•Pct o$�� STE � G� S10NAL E)T ES 5/6/2001 FR o77 PLUMBING FIXTURE SCHEDULE S'�MBOL FIXTURE LOCA! DIDI G' CONNEC -nOI N NOTES IN WW P -1 WATER CLOSET 4" 2" 1" - WALL HUNG P -2 LAVATORY 2" 1 -1/2" 1/2" 1/2" WALL HUNG P -3 DRINKING FOUNTAIN 2" ?-1/2" 1 /2" - REFRIGERATED CONCRETE ANCHOR (TYPICAL OF 4) -\ FINISHED CONCRETE -i DRINKING FOUNTAIN T14 4 0 VALVE BOX WITH REMOVABLE LID 6" 6" PVC PIPE FOAM INSULATION DRAIN TO POROUS GRAVEL FILL r 3/8" SUPPLY BRAIDED TUBING AIR TUBING FROST LINE ACORN AIR - OPERATED PILOT VALVE W/. 75 GPM FLOW 1 CU. YD. POROUS a- 6" MIN CONTROL VALVE GRAVEL FILL '" .. `` CHECK VALVE DRAIN TO GRAVEL FILL MAKE CONNECTION WITH FDA & NSF APPROVED HIGH PRESSURE HOSE ---f NOTE: DETAIL SHOWS GENERAL INSTALLATION INFORMATION. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. DRINKING FOUNTAIN DETAIL � NO SCALE DESIGNED Department of Transportation — Transit Division DATE: 6 /6 /00 OBRA: CHKD: SCALE: FILE _M/scs wL NONE RENTON TRANSIT CENTER RECOM. CONTRACT: CONTINUOUS SHELTER / P.S.C. King County DWG. 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I I .. 1 - ALL CONDUITS SHALL BE 1-1/2" PVC, BURIED . . . * 4_924n I L _11 - .- . ; "�� , . :*. 4j t - - -, -- ; 1 -g4 7. 1W 2/�5,7.20 - -- 30 FLUSH WITH FINNISHED GRADE. ;. % a a ? . . RP2 : . ; 'i� _� : ,, . 2 503 1 .... .P_4 IV-,. i . I - . - . I ."', I .� 2 : - . , I ( I . I 1 - : , - _; . I i . L * a . - --- - r . ;lI, :: I . . I - 2 1 MINIMUM BELOW GRADE. CONDUIT UNDER PAVED I ;,! r ----. -_ - . � . P - - -, P � I �L 11 'LL 1 _______i4 to . ,:; - I 4 -f-, i__- - - I _ � � I � 1 I I i 14 -# - , -.;.--- - . I a 1. - . I . - --- -L'--- AREAS SHALL BE PLASTIC COATED GALVANIZED : * .. , -----,. V_ PAVILION i . . I : i I. . ;.? P2/2.4 %,_ � _; -1 1 ..4 _; 501 420 504 RP . I I RIGID STEEL . .r ; 4 . 4 ; . . . !1 -7 . I . . � . I ? t . - . - - . - I I ! ! - -_ � . : I ��4-1111 * i. * 11 t I . 'I ____ __ _.__ -.--. j I 'L . . . . . . . . - . - . 4- - - ; 4 . . I � . . -L t I - - 'of-, . . - . - I . , I I I . : a � - - ! : -4 T .;, i� I - .- : � __ - I � , ; - -A- - . * , 11 � . 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NO. E1.1 SCANNED NOV ",7 2003 U 597 7j ; -t i r . -. + - ---*-- : __ ,! . . �_ r . , �4. . ! : � -+------- --I--- i I I . e I � � T'�;,-,-�,--- 16 - - - � , L-9 , 'TT- j - f b1t I ! : : 36 '. _ 1_� --I-- . __�' • Department of Transportation - Transit Division SCALE: 1"-20'-0" RENTON TRANSIT CENTER co osicT CITY OF RENTON ELECTRICAL - POWER/LIGHTING PLAN 0 0 - 7- Z > I- 6 erg , ', , . " L.J UA I t: FILE 980107_E1. DWG. NO. E1.1 SCANNED NOV ",7 2003 U 597 7j ci Z < IL U3 >_ L r 1 0 M N n 0 J a W ]C N ° 0 LEGEN D N Lt-_ � c i.,.J 0 40' -0" COBRAS TO REMAIN LLJ CONCRETE PULL BOX 11"X17" U LLI r oV PLAN U o0 W C) RARK"KG do E' : rG. .._ —_ 5- Ii-06 T4MFR c �E r-- o W = 00 2-52 �-- U - T C/ --- ID 0.10 Q.1�; __�_ ____ G -3.20 ? 0 5 (:n I 20 1 A 2J 1 (206) 622 -9462 fax 1w - z z 3 Li cJ A� � 14 a __ -___, _ - L.L N Uj z ® —_ _ (� L L_j F- C� z O F-- 0 z �6 -8. 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LEGEN D w } 1E 1 '20,f2441VOLT. 2pQ PH►aSE, 3 ARE_ AMP with MAIN CI4C>v!T EA1CziR 2ER O 40' -0" COBRAS TO REMAIN p CONCRETE PULL BOX 11"X17" 546 SEALED WATERTIGHT. SET FLUSH WITH FINNISHED GRADE. PLAN NOTES 2533 383 -8728 fox RARK"KG do E' : rG. .._ —_ 5- Ii-06 T4MFR ;. 2.52 30 2 20P _ 1 A A _ 8 8 3C, 2 - -- _ __ 2-52 R R -_ STREET A PARKING "_TG . ; RECEPT (FOR IOLIDA„S OECQR 1� i ____ ,SPARE _ - T _ 4 6 8 --- ID 0.10 Q.1�; __�_ ____ G -3.20 ? 0 5 _`�31'© Ci�'ROL _ _ _ 9 RR!GA , ON CONROL PANEL c E SPARE 20 1 A 2J 1 (206) 622 -9462 fax _ 1 C 20,1 3 - A� 14 -- __ -___, _ - ® —_ _— A - �6 -8. i9 B 21 A 22 23 9 - 24 25 __ a 26 27 B 28 29 A 30 31 B 32 33 A 34 �5 B 36 37 A 38 39 B 40 Q1 c 42 PHASE LOAD A A= 4.12 K`V'A, A = / K' 'A. LOAD TYPE L R M H Wri D A K LM TOTAL LOADS CONN. LOAD 5.14 1.45 0.30 M 6.89 KVA 2EL AMP DEMAND LOAD 6.43 1.45 0.30 8.18 i(vA 34_C6 AMP REMARKS: GENERAL NOTES 1• ALL CONDUITS SHALL BE 1 -1/2" PVC BURIED 30" MIN. BELOW GRADE. CONDUIT UNDER PAVED AREAS SHALL BE PLASTIC COATED GALVANIZED RIGID STEEL. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT LOCATION OF ALL EXISTING UTILITIES. ANY DAMAGE DONE TO EXISTING UTILITIES OR EQUIPMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3. REFER TO DRAWING C16 FOR EXACT LOCATIONS OF AREA AND STREET LIGHTING. PHOTOEL.EC71RIC CELL METER & CT COMPARTMENT 12 CKT PANEL COMPARTMENT DETAIL NOTES 1. METER ENCILOSURE, SKYLJNE ELECTRIC is CO. 2. METER BASE, 100 AMP, 4 JAW, MILDANK #03504 AS PER PUGET POWER SPECS, 3- PANELBOARD 120/240 VAC, 10, 3 WIRE, 125 AMP, 12 CKT, COPPER BUS, 10 KAIC W/ 100/2 MAIN. 4_ LIGHTING CONTACTOR, 30A, 2 POLE, 600V W/ 120V COIL. 5. DUPLEX RECEPTACLE, 120V, 20A_ +6. PHOTOCELL BYPASS SWITCH, 15A, SPST, 120V. 7. PHOTOCELL, ALR #SST -IE5. 120V, 1800 WATT W/ WIRE MESH GUARD. CONCRETE PAD „ MET ERED 'PANEL ENCLOSURE SCALE: NONE (1 1 -1 /2 "C, #8 Cu -� PROVIDE 120 VOLT CIRUIT TO CLOCK TOWER. ROUTE 4. ALL TYPE -2ER COBRAS ARE CONNECTED TO THE _ 1i CONDUIT INTO TUBE STEEL AT NORTHEAST CORNER OF EXISTING LIGHTING SYSTEM. I CLOCK TOWER. METERED PANEL Ij 7 #8, #8G �- r- - - - --�='- - 1 7 x '52 j ! 603 2E �� .._ �. �. ll•_ P}�NEL ; _ -- 1E 05 RP1. -3 _- #8G 4 #8, #8G TO PSE P 1 /2,4 VAULT -P• 604 s ONE -LINE DIAGRAM 3 SCALE: NONE 7 #8, #8G 7 #8, #8G 7 #8, #8G 7 #8, #8G -- -- TR P 1 /2,4 4. - ,..4 , -- -Rp 1 /1,'3 ----- -_ - RP 1 /2,4 - _AE P53 fP541 55 56 - x i8 x x i 1E 606 1E 607 1E 608 1E 609 i f i , IMMANNA - ----- - i . 527_ 481 8G , _ 14 #8,8G EXISTING RP1,V1,3 4 8 0 - I4 #8, #8G - P62� 2#$ #8G 4s� - 4 #8' #SG LIGHT. SEE - " �. # , SIGNAL REF. - - - - i -----� R�1 / _- PLAN P61 530 53K 532 53 / t- - Pfi3 _ _ _ t -- 6 4 3 - - - _ _ -- - - -. - -- _ _- - + 34 535 r 537- 538x., 539 540 < RR�1 /1 3 RP1/ ,4 '1/1,.3 4 #8. #SG P1/ 4 R#�1/ RP1,,/ } RP1/ RP _ -R T - -- e529 �-, _ - , ; 4 4 4 4 2E 536 4 4^ 4 #8, #8G BURNETT AVENUE �i IRE• WEST ENGINEERS, INC. 2702 SOUTH 42NO S"UT, SUM 301 TACOMA, WA 96409-7315 NUU4 M (253) 472 3300 FAX (253) 472 3463 2E r i_ hn%Air- w* /1 i^i 1T1 ►101 In1Tr r%I ... ww■ ■•oA ■ SCALE: 1 " =20' -0" LEGEN D w } 1E RELOCATED 22' -0" POLE 2E RELOCATED 40' -0" COBRAS 2ER O 40' -0" COBRAS TO REMAIN p CONCRETE PULL BOX 11"X17" 546 SEALED WATERTIGHT. SET FLUSH WITH FINNISHED GRADE. PLAN NOTES GENERAL NOTES 1• ALL CONDUITS SHALL BE 1 -1/2" PVC BURIED 30" MIN. BELOW GRADE. CONDUIT UNDER PAVED AREAS SHALL BE PLASTIC COATED GALVANIZED RIGID STEEL. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT LOCATION OF ALL EXISTING UTILITIES. ANY DAMAGE DONE TO EXISTING UTILITIES OR EQUIPMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3. REFER TO DRAWING C16 FOR EXACT LOCATIONS OF AREA AND STREET LIGHTING. PHOTOEL.EC71RIC CELL METER & CT COMPARTMENT 12 CKT PANEL COMPARTMENT DETAIL NOTES 1. METER ENCILOSURE, SKYLJNE ELECTRIC is CO. 2. METER BASE, 100 AMP, 4 JAW, MILDANK #03504 AS PER PUGET POWER SPECS, 3- PANELBOARD 120/240 VAC, 10, 3 WIRE, 125 AMP, 12 CKT, COPPER BUS, 10 KAIC W/ 100/2 MAIN. 4_ LIGHTING CONTACTOR, 30A, 2 POLE, 600V W/ 120V COIL. 5. DUPLEX RECEPTACLE, 120V, 20A_ +6. PHOTOCELL BYPASS SWITCH, 15A, SPST, 120V. 7. PHOTOCELL, ALR #SST -IE5. 120V, 1800 WATT W/ WIRE MESH GUARD. CONCRETE PAD „ MET ERED 'PANEL ENCLOSURE SCALE: NONE (1 1 -1 /2 "C, #8 Cu -� PROVIDE 120 VOLT CIRUIT TO CLOCK TOWER. ROUTE 4. ALL TYPE -2ER COBRAS ARE CONNECTED TO THE _ 1i CONDUIT INTO TUBE STEEL AT NORTHEAST CORNER OF EXISTING LIGHTING SYSTEM. I CLOCK TOWER. METERED PANEL Ij 7 #8, #8G �- r- - - - --�='- - 1 7 x '52 j ! 603 2E �� .._ �. �. ll•_ P}�NEL ; _ -- 1E 05 RP1. -3 _- #8G 4 #8, #8G TO PSE P 1 /2,4 VAULT -P• 604 s ONE -LINE DIAGRAM 3 SCALE: NONE 7 #8, #8G 7 #8, #8G 7 #8, #8G 7 #8, #8G -- -- TR P 1 /2,4 4. - ,..4 , -- -Rp 1 /1,'3 ----- -_ - RP 1 /2,4 - _AE P53 fP541 55 56 - x i8 x x i 1E 606 1E 607 1E 608 1E 609 i f i , IMMANNA - ----- - i . 527_ 481 8G , _ 14 #8,8G EXISTING RP1,V1,3 4 8 0 - I4 #8, #8G - P62� 2#$ #8G 4s� - 4 #8' #SG LIGHT. SEE - " �. # , SIGNAL REF. - - - - i -----� R�1 / _- PLAN P61 530 53K 532 53 / t- - Pfi3 _ _ _ t -- 6 4 3 - - - _ _ -- - - -. - -- _ _- - + 34 535 r 537- 538x., 539 540 < RR�1 /1 3 RP1/ ,4 '1/1,.3 4 #8. #SG P1/ 4 R#�1/ RP1,,/ } RP1/ RP _ -R T - -- e529 �-, _ - , ; 4 4 4 4 2E 536 4 4^ 4 #8, #8G BURNETT AVENUE �i IRE• WEST ENGINEERS, INC. 2702 SOUTH 42NO S"UT, SUM 301 TACOMA, WA 96409-7315 NUU4 M (253) 472 3300 FAX (253) 472 3463 2E r i_ hn%Air- w* /1 i^i 1T1 ►101 In1Tr r%I ... ww■ ■•oA ■ SCALE: 1 " =20' -0" ROLL 'r1 !91 FR 2 #8, #8G - 7 #8, #8G w1 ,IP6 `RP1/1,3 541 I •� stiE SN• A JI N. Xr ONAL EXPIRES'! /1�/2 ®(dig —� PHOTOCELL 2 -C. 3 #12 TROL CIRCUIT IAGNETICALLY HELD CONTACTOR TO LIGHTING LIGHTING CONTROL DIAGRAM SCALE: NONE .� Ti RP 612 1E 2 #8, #8G T - ?75b4 3 7#8, #8G - -- 1 FI- 2#8, #8G � RP1 5 RP1 4 �?• =_ -: y- 2 545 _ 2 #8, #8G -2 542"" 2 #8, #8G i a#R #str. � 2 543 1701 Commerce Tacoma, Washington Job No.: 95000.00 Ref. North I ' M 98402 -3207 546 ---- --� #8, #8G 253 383-87 2533 383 -8728 fox 1000 Lenora St. Members of Architecture Suite 405 AN fflotwW RPAIII ie wonc The American Institute of Urban Design Planning Seattle, Washington 98121 -2720 Vene map not M dupNoabd, u*K or dbdnW 0' 10' 20' 40' Architects Interior Design (206) 223 -2742 0 th* 'r'�'^ °0^""1 of IN fthlaot (206) 622 -9462 fax ROLL 'r1 !91 FR 2 #8, #8G - 7 #8, #8G w1 ,IP6 `RP1/1,3 541 I •� stiE SN• A JI N. Xr ONAL EXPIRES'! /1�/2 ®(dig —� PHOTOCELL 2 -C. 3 #12 TROL CIRCUIT IAGNETICALLY HELD CONTACTOR TO LIGHTING LIGHTING CONTROL DIAGRAM SCALE: NONE .� Ti RP 612 1E 2 #8, #8G T - ?75b4 3 7#8, #8G - -- 1 FI- 2#8, #8G � RP1 5 RP1 4 �?• =_ -: y- 2 545 _ 2 #8, #8G -2 542"" 2 #8, #8G i a#R #str. � 2 543 2 #8, i i r P66 ,- i F8G 2, 546 ---- --� #8, #8G RP1�'I,3 --� ----- R _ f ,. _•tw_� �'',f---t-.�-� - _ .��,�•� _ _ -_ -_ 1. Cni -- - - - - rJ -_ -- - e -- -_-_ PIAZZA PARK 1 , _-r• ,_� -i�'�� — - - f---E -�- - -- FE I fj I I � I I I I : 4 I i �;.• I ►-i i DESIGNED Department of Transportation - Transit Division DATE: .W t DRA: CHK 6/6/2000 D SCALE: RE FILE TJJ ROB 1"=20 ' -0" NTON TRANSIT CENTER 980107-El RECOM. CONTRACT: CITY OF RENTON ELECTRICAL DWG. No. IS'f 404_Y`' C03057C Xing County .2 '�!El APPROVED POWER /LIGHTING SITE PLAN - SOUTH CHL 2 ? - SCANNED NOV - 7 2003 t N � fs r W S_ L.iJ r� 0 C� 0 �. 4 U ,r-- tV L.LJ O 00 a L.L z � .c gQ 0 o 00 m z LLJ -0 w :3 C� U CP W o c E F a _ .� E � � U C' C N LLj Z z U-' � U z U z L.LJ � 7 o W �--- U U7 `-� z Q I o F- z F— W Z F— vs �. Cn L.L x o W LL U a U m a CL r W = J V m O U a O O 00 a L.L z � .c gQ 0 0 m z LLJ -0 w :3 C� U CP W o c E F a _ .� E C' C N 0- C 00 D N z 0 W Ir g I r2 °'ki -J)J3f I v 0� B.( ................. c 1 r I r E Al B (C! SDI (Ej i " G -- UP /35 - - -�� -- iY - - - NORTH CONTINUOUS SHELTER PLAN SCALE: 1/8" = I'—Cr d 4' G} H} 1 R I r y ' f D e C i 0 f s� f ......... .. .. . . . 1) L 't r t � T (3) 1 -1/2 "C j L GENERALNOTES I. ALL CONDUCTORS SHALL BE #8 AWG. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH TUBE STEEL FRAME FABRICATOR TO LOCATE ACCESS HOLES FOR CONDUCTORS PRIOR TO ASSEMBLY. 3. COORDINATE WITH ARCHITECT FOR EXACT LOCATION OF FIXTURES. PLAN NOTES (J ROUTE CONDUIT ABOVE PSC CEILING SPACE TO ELECTRICAL PANEL IN UT411TY ROOM. ROUTE CONDUCTORS IN TUBE STEEL. NO EXPOSED CONDUITS. 60 �-i "C, 3#8, #8G 5 17x11" CONCRETE PULLBOX 704w275644 IRE• WI$T ENGINEERS INC. 2702 SOUTH 42NO STREET, SL411 301 TACOMA, MA 94409 -7315 IIEL 10NE (253) 472 3300 FAX (253) 472 3443 Job No.: 95000.00 NI material appearing herein conetitutea the unpublished and original work of the Architect and may not be duplicated, used, or diecbred without the written consent of the Architect. = J V m O U m O O W 0= W NN W gQ z 0 W Ir g I r2 °'ki -J)J3f I v 0� B.( ................. c 1 r I r E Al B (C! SDI (Ej i " G -- UP /35 - - -�� -- iY - - - NORTH CONTINUOUS SHELTER PLAN SCALE: 1/8" = I'—Cr d 4' G} H} 1 R I r y ' f D e C i 0 f s� f ......... .. .. . . . 1) L 't r t � T (3) 1 -1/2 "C j L GENERALNOTES I. ALL CONDUCTORS SHALL BE #8 AWG. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH TUBE STEEL FRAME FABRICATOR TO LOCATE ACCESS HOLES FOR CONDUCTORS PRIOR TO ASSEMBLY. 3. COORDINATE WITH ARCHITECT FOR EXACT LOCATION OF FIXTURES. PLAN NOTES (J ROUTE CONDUIT ABOVE PSC CEILING SPACE TO ELECTRICAL PANEL IN UT411TY ROOM. ROUTE CONDUCTORS IN TUBE STEEL. NO EXPOSED CONDUITS. 60 �-i "C, 3#8, #8G 5 17x11" CONCRETE PULLBOX 704w275644 IRE• WI$T ENGINEERS INC. 2702 SOUTH 42NO STREET, SL411 301 TACOMA, MA 94409 -7315 IIEL 10NE (253) 472 3300 FAX (253) 472 3443 Job No.: 95000.00 NI material appearing herein conetitutea the unpublished and original work of the Architect and may not be duplicated, used, or diecbred without the written consent of the Architect. 1701 Commerce m O Tocon►a, Washington 2854302 - 38230 8700 m O J 2 W 0= W F- Cr W Y gQ 0- W Q lLa. x m z 0 W Ir g I r2 °'ki -J)J3f I v 0� B.( ................. c 1 r I r E Al B (C! SDI (Ej i " G -- UP /35 - - -�� -- iY - - - NORTH CONTINUOUS SHELTER PLAN SCALE: 1/8" = I'—Cr d 4' G} H} 1 R I r y ' f D e C i 0 f s� f ......... .. .. . . . 1) L 't r t � T (3) 1 -1/2 "C j L GENERALNOTES I. ALL CONDUCTORS SHALL BE #8 AWG. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH TUBE STEEL FRAME FABRICATOR TO LOCATE ACCESS HOLES FOR CONDUCTORS PRIOR TO ASSEMBLY. 3. COORDINATE WITH ARCHITECT FOR EXACT LOCATION OF FIXTURES. PLAN NOTES (J ROUTE CONDUIT ABOVE PSC CEILING SPACE TO ELECTRICAL PANEL IN UT411TY ROOM. ROUTE CONDUCTORS IN TUBE STEEL. NO EXPOSED CONDUITS. 60 �-i "C, 3#8, #8G 5 17x11" CONCRETE PULLBOX 704w275644 IRE• WI$T ENGINEERS INC. 2702 SOUTH 42NO STREET, SL411 301 TACOMA, MA 94409 -7315 IIEL 10NE (253) 472 3300 FAX (253) 472 3443 Job No.: 95000.00 NI material appearing herein conetitutea the unpublished and original work of the Architect and may not be duplicated, used, or diecbred without the written consent of the Architect. , ' . L I' 9 206) 622 -9462 fox FR %,I&S S" 4NAL EXPIRES *1 12 08 DESIGNED rw� i DRA: CHKD: SCALE: U TJJ RECOM. CONTRACT; County County �- - C03057C � APPROVED 61 I --04 �1 - --C2 ") Department of Transportation - Transit Division RENTON TRANSIT CENTER CITY OF RENTON ELECTRICAL CONTINEOUS SHELTER ELECTRICAL PLANS UA 1 L: 6/6/2000 FILE 980107—E2 DWG. NO. E2.1 C° �; %`� ,�.C"6�t� SCNi 414 c u NOV • 72003 • 11 1701 Commerce Ref. North Tocon►a, Washington 2854302 - 38230 8700 + ) 3 R53) 383 -8728 fax Members of Architecture The American Urban Design Institute of Planning 0' # # # Architects Interior Design 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 , ' . L I' 9 206) 622 -9462 fox FR %,I&S S" 4NAL EXPIRES *1 12 08 DESIGNED rw� i DRA: CHKD: SCALE: U TJJ RECOM. CONTRACT; County County �- - C03057C � APPROVED 61 I --04 �1 - --C2 ") Department of Transportation - Transit Division RENTON TRANSIT CENTER CITY OF RENTON ELECTRICAL CONTINEOUS SHELTER ELECTRICAL PLANS UA 1 L: 6/6/2000 FILE 980107—E2 DWG. NO. E2.1 C° �; %`� ,�.C"6�t� SCNi 414 c u NOV • 72003 • 11 J c•i AD WN } U V! U 0 J 0. N n 0 0 J a x �-- Lj :311: c �E z3 E CIN I; �1 C 00 .0 _j o 0 F- 0 Z ti Q J W V 2 xzo -1 0v(,� W i 8 C? O � CN 1714141 W �, $0 - . i .w I L5 E W U U � t a 0 c� z r— O 00 (If �-- Lj :311: c �E z3 E CIN I; �1 C 00 .0 _j o 0 F- 0 Z ti Q J W V 2 xzo -1 0v(,� W i 8 L� � W W }— I- Z L5 E W U U Ck: oU 0 c� z z w (If z O LL-i W W C/') �-- Lj :311: c �E z3 E CIN I; �1 C 00 .0 _j o 0 F- 0 Z ti Q J W V 2 xzo -1 0v(,� W i 8 +� O t1 +- � 0 J o� O 00 L5 E c Q �-- Lj :311: c �E z3 E CIN I; �1 C 00 .0 _j o 0 F- 0 Z ti Q J W V 2 xzo -1 0v(,� W i 8 0 > W �.,�•��`� � ate; � �; i i { I o t. SOUTH CONTINUOUS SHELTER ELEVATION SCALE: 1/4" = 1' -0" V' 2. 4' 8. E J —BOX AND LO' VOLTAG TRANSFORME 17x11" CONCRETE PULLBOXES (3) 1-1/2-C (SYSTEMS) SEE SITE �— � • —� PLAN E1.1 FOR (3) 1 -1/2 "C (POWER) CONTINUATION 3 #8, #$C c'-- • ' -' - --->r STUB UP 1"C IN !, ......... 1 "C 3 #8, #8G TUBE STEEL FOR FUTURE CCTV ! '! 1"C TO PULLBOX -- 6 ( TYP) STUB UP 1 "C IN TUBE STEEL FOR TEL. SYSTEM + { i f _ TYPICAL KIOSK SCALE: 1 /4" 1' -0" 111 s' 4' e' Two$ West ENGINEERS, INC. 2702 SOU714 42ND STREET, SUITE 301 TACOMA, NA N409 -7311 nUTHOME (253) 472 3300 FAX (253) 472 3463 Job No.: 95000.00 NI material appearing herein constitutes the unpuWbhed and original wwk of the Architect and may not De duplicated, used, or disclosed without the written consent of the Architect. AW-111 LED CKT MP /19 CKT MP /36 v MP /36 kUST FAN MP /19 TYPICAL DISPLAY TOWER SCALE. 3/4" 1 '-1T Ref. North Merritt Members of The American Institute of Architects L L it9 I i� Architecture Urban Design Planning Interior Design CON CF PULL s GENERAL NOTES 1. ALL CONDUCTORS SHALL BE #8 AWG. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH TUBE STEEL FABRICATOR TO LOCATE ACCESS HOLES FOR CONDUCTORS PRIOR TO ASSEMBLY_ 3. COORDINATE WITH ARCHITECT FOR EXACT LOCATION OF FIXTURES. 4. ROUTE ALL WIRING IN TUBE STEEL. NO EXPOSED CONDUITS. 2 NORTH CONTINUOUS SHELTER ELEVATION SCALE: 1/4" = 1' -0" Cr 2' 4' at T 27S0k64 So (3) 1 -1 /2 "C 1701 Commerce Tacoma. Washington 98402 -3207 253) 383 -8700 253)) 383 -8728 fox 1000 Lenora St. Suits 405 Seattle, Washington 98121 -2720 {206) 223 -2742 (206) 822 -9462 fox FP% ►�tiEs H,r fI !S ri ION�� EXPIRES -1/12/2000 08� 1"C, 2 #8, #8G TYPICAL TWO COLUMN SHELTER SCALE: 1/4" Cr 2' 4' 8' DESIGNED Yfb1c1 OORA: CHKD: SCALE: TJJ RECO�M,.,��p CONTRACT: King County �— C03057C APPROVED S31 Department of Transportation — Transit Division DATE: s /s /2000 RENTON TRANSIT CENTER FILE , , CITY OF RENTON KIOSK/SHELTER DWG. N0. PLANS AND SHELTER ELEVATION E2.2 (2'a, � -�,�s- e-r SCaNNEO HOV - 2003 to a] J O O 2 c CC f- Ck: oU W Z CIL Fw- 0 0 > W �.,�•��`� � ate; � �; i i { I o t. SOUTH CONTINUOUS SHELTER ELEVATION SCALE: 1/4" = 1' -0" V' 2. 4' 8. E J —BOX AND LO' VOLTAG TRANSFORME 17x11" CONCRETE PULLBOXES (3) 1-1/2-C (SYSTEMS) SEE SITE �— � • —� PLAN E1.1 FOR (3) 1 -1/2 "C (POWER) CONTINUATION 3 #8, #$C c'-- • ' -' - --->r STUB UP 1"C IN !, ......... 1 "C 3 #8, #8G TUBE STEEL FOR FUTURE CCTV ! '! 1"C TO PULLBOX -- 6 ( TYP) STUB UP 1 "C IN TUBE STEEL FOR TEL. SYSTEM + { i f _ TYPICAL KIOSK SCALE: 1 /4" 1' -0" 111 s' 4' e' Two$ West ENGINEERS, INC. 2702 SOU714 42ND STREET, SUITE 301 TACOMA, NA N409 -7311 nUTHOME (253) 472 3300 FAX (253) 472 3463 Job No.: 95000.00 NI material appearing herein constitutes the unpuWbhed and original wwk of the Architect and may not De duplicated, used, or disclosed without the written consent of the Architect. AW-111 LED CKT MP /19 CKT MP /36 v MP /36 kUST FAN MP /19 TYPICAL DISPLAY TOWER SCALE. 3/4" 1 '-1T Ref. North Merritt Members of The American Institute of Architects L L it9 I i� Architecture Urban Design Planning Interior Design CON CF PULL s GENERAL NOTES 1. ALL CONDUCTORS SHALL BE #8 AWG. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH TUBE STEEL FABRICATOR TO LOCATE ACCESS HOLES FOR CONDUCTORS PRIOR TO ASSEMBLY_ 3. COORDINATE WITH ARCHITECT FOR EXACT LOCATION OF FIXTURES. 4. ROUTE ALL WIRING IN TUBE STEEL. NO EXPOSED CONDUITS. 2 NORTH CONTINUOUS SHELTER ELEVATION SCALE: 1/4" = 1' -0" Cr 2' 4' at T 27S0k64 So (3) 1 -1 /2 "C 1701 Commerce Tacoma. Washington 98402 -3207 253) 383 -8700 253)) 383 -8728 fox 1000 Lenora St. Suits 405 Seattle, Washington 98121 -2720 {206) 223 -2742 (206) 822 -9462 fox FP% ►�tiEs H,r fI !S ri ION�� EXPIRES -1/12/2000 08� 1"C, 2 #8, #8G TYPICAL TWO COLUMN SHELTER SCALE: 1/4" Cr 2' 4' 8' DESIGNED Yfb1c1 OORA: CHKD: SCALE: TJJ RECO�M,.,��p CONTRACT: King County �— C03057C APPROVED S31 Department of Transportation — Transit Division DATE: s /s /2000 RENTON TRANSIT CENTER FILE , , CITY OF RENTON KIOSK/SHELTER DWG. N0. PLANS AND SHELTER ELEVATION E2.2 (2'a, � -�,�s- e-r SCaNNEO HOV - 2003 Q z 0 in a a CL a J �o 0 0 J a W a X r-- o __40 0 0 00 0) tY W E-• z Lv H-- L+0 z Q z (D Ld Of V_ rri LrIJ L) Z Cl- ___3 Q v U LLJ W W Z C� J m U) t E \t_ O'fV c �� •� CR v � a2. g z Q J N J W V x p V WZ O r z W W N Q0 • � v LL � o 0 C) O �- t--- Q Cr �W 3 a' ei u z Q' v `" Y c t E \t_ O'fV c �� •� CR v � a2. g z Q J N J W V x p V WZ O r z W W N .. z 0 w � wee- 4. — :;Ord r 240/12OV,1 •. 3W PANEL 7\ METRO --� PANEL 'MP" #4 Cu 2'C, 3#3/0 2 "C. 3#3/0 ONE —LINE DIAGRAM 9' 10 SCALE: NONE ! 1� !; r ---� t l F ° r-- 1 , - i ; I I MP /18 i MP /15 I PUSHBUTTON DOOR )PENER \ TO CONTROL+ BOX TOI2 "C (CABLE) CABLE VAULT ' 4 "C (TEL)' ' 4 "C (FIBER OPTICS) I TO TEL VAULT i I TO PSE VAULT �- Kn. SHBUTTON PSC BUILDING POWER PLAN SCALE: 1/4!' = 1'-0!' d' r 4- at Till$ WELT ENGINEERS, INC. 2702 SOUTH 4214D STREET. SLATE 301 TACOMA. WA 9e409 -7315 X UPHONE (253) 472 3300 FAX (253) 472 3463 MP/17 Job No.: 95000.00 NI material oAmoring herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. METER SOCKET BOX FOR 2 - METERS SO D. CLASS 4131 --*- TO PSE VAULT 2 -3 "C, 3#3/0, #6G (PeS-aCe) Ref. North # # # ROLL '�1 !91 PLAN NOTES UNIT HEATER UH -1, MARKEL HF683TN, 3KW, 240V, 10 MOUNT 7 " -6" AFF. OFAN WALL HEATER CADET ZC1 -2, 1KW, 24OV. 10. OMETRO PANEL 120/24OV, 10, 3W, 200 AMPS_ QREN TON PANEL 120/24OV, 10, 3W, 200 AMPS. �5 IRRIGATION CONTROL. OWATER HEATER WH -1, 7.5KW, 240V, 10. O7 HAND DRYER, 2.4KW, 24OV, 10. O LIGHTING CONTROL BOX. (30 "h X 15 "w X 6.25 "d) PROVIDE SWITCH KEEPER LIGHTING CONTROL SYSTEM TO INCLUDE UP TO 4 RELAY CARDS (32 RELAY STATUS & SYSTEM OPERATIONS- 4- CHARACTER LED DISPLAY WITH DIAGRAMMING KEYPAD. AUTOMATIC DAY LIGHT SAVINGS TIME ADJUSTMENT. PCI LIGHTING CONTROL SYSTEMS CATALOG SK32- SRC- 2 /TPRC- 2- TPR240V -PE (PROVIDE STARTUP AND MIN. OF 2 HRS OF FACTORY TRAINING) OWATER CLOSET SENSOR CONTROL BOX (SEE DETAIL SHEET E4.1). 10 LAVATORY SENSOR CONTROL BOX (SEE DETAIL SHEET E4.1). 11 TELEPHONE CABINET, 12x18x4" W/ PLYWOOD G BACKBOARD. 12 METER BASE FOR 2 METERS SO. D, CLASS 4131, BOX 19R. 13 EXHAUST FAN, 120V, 77W. 14 ALARM PANEL_ 15 SEE ARCHITECTURAL DRAWING A3.4 FOR EXACT LOCATION OF CLOCKS. 16 WALL MOUNT ILLUMINATOR 0 18" A.F.F. PROVIDE RECEPTACLE AND DEDICATED CIRCUIT. STUB OUT 3" CONDUIT FOR FIBER OPTICS. 17 UNENCO OCCUPANCY SENSOR "COMBO" MODEL CUI- 500 -2000 24 VDC. 18 STUB UP AND CAP 4 "C, EMPTY WITH PULL -ROPE FOR FUTURE FIBER OPTICS AND 2 "C EMPTY FOR TELEPHONE SERVICE. 19 WATER CHILLIER_ 20 PROVIDE AND INSTALL 40 AMP, 230V, 10 RECEPTACLE AT CEILING SPACE, HOME RUN TO CIRCUIT MP /1,3. 21 MOUNT LUMINARIES TO STRUCTURAL BEAM CENTERED ABOVE SIGN. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. LUMINARIES TO BE CONTROLLED BY SWITCH AND KEEPER. 22 STUB UP AND CAP 2 "C FOR CABLE. 23 COORDINATE WITH ARCHITECT FOR EXACT LOCATION. SEE DETAIL 3/A6.1 24 POWER SUPPLY BOX FOR ELECTROMAGNETIC LOCKS. (5 -7/8" h X 12 1/2" w x 5 "D) PROVIDE COMPLETE POWER AND CONTROL CONNECTIONS AS REQUIRED FOR OPERATION. INSTALL VON DUPRIN SERIES PS 872 POWER SUPPLY AND SERIES P6720 WALL SWITCHES. GENERAL NOTE ALL WIRING IN PSC 'BUILDING #12 THW UNLESS NOTED OTHERWISE M • Tacoma, Washington 98402 -3207 Mail it 2533 383 -8728 Rfax Members of Architecture The American Urban Design Institute of Planning Architects Interior Design 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 Cr .-W ei u z `" Y .a( O Q w a 0 .. z 0 w � wee- 4. — :;Ord r 240/12OV,1 •. 3W PANEL 7\ METRO --� PANEL 'MP" #4 Cu 2'C, 3#3/0 2 "C. 3#3/0 ONE —LINE DIAGRAM 9' 10 SCALE: NONE ! 1� !; r ---� t l F ° r-- 1 , - i ; I I MP /18 i MP /15 I PUSHBUTTON DOOR )PENER \ TO CONTROL+ BOX TOI2 "C (CABLE) CABLE VAULT ' 4 "C (TEL)' ' 4 "C (FIBER OPTICS) I TO TEL VAULT i I TO PSE VAULT �- Kn. SHBUTTON PSC BUILDING POWER PLAN SCALE: 1/4!' = 1'-0!' d' r 4- at Till$ WELT ENGINEERS, INC. 2702 SOUTH 4214D STREET. SLATE 301 TACOMA. WA 9e409 -7315 X UPHONE (253) 472 3300 FAX (253) 472 3463 MP/17 Job No.: 95000.00 NI material oAmoring herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. METER SOCKET BOX FOR 2 - METERS SO D. CLASS 4131 --*- TO PSE VAULT 2 -3 "C, 3#3/0, #6G (PeS-aCe) Ref. North # # # ROLL '�1 !91 PLAN NOTES UNIT HEATER UH -1, MARKEL HF683TN, 3KW, 240V, 10 MOUNT 7 " -6" AFF. OFAN WALL HEATER CADET ZC1 -2, 1KW, 24OV. 10. OMETRO PANEL 120/24OV, 10, 3W, 200 AMPS_ QREN TON PANEL 120/24OV, 10, 3W, 200 AMPS. �5 IRRIGATION CONTROL. OWATER HEATER WH -1, 7.5KW, 240V, 10. O7 HAND DRYER, 2.4KW, 24OV, 10. O LIGHTING CONTROL BOX. (30 "h X 15 "w X 6.25 "d) PROVIDE SWITCH KEEPER LIGHTING CONTROL SYSTEM TO INCLUDE UP TO 4 RELAY CARDS (32 RELAY STATUS & SYSTEM OPERATIONS- 4- CHARACTER LED DISPLAY WITH DIAGRAMMING KEYPAD. AUTOMATIC DAY LIGHT SAVINGS TIME ADJUSTMENT. PCI LIGHTING CONTROL SYSTEMS CATALOG SK32- SRC- 2 /TPRC- 2- TPR240V -PE (PROVIDE STARTUP AND MIN. OF 2 HRS OF FACTORY TRAINING) OWATER CLOSET SENSOR CONTROL BOX (SEE DETAIL SHEET E4.1). 10 LAVATORY SENSOR CONTROL BOX (SEE DETAIL SHEET E4.1). 11 TELEPHONE CABINET, 12x18x4" W/ PLYWOOD G BACKBOARD. 12 METER BASE FOR 2 METERS SO. D, CLASS 4131, BOX 19R. 13 EXHAUST FAN, 120V, 77W. 14 ALARM PANEL_ 15 SEE ARCHITECTURAL DRAWING A3.4 FOR EXACT LOCATION OF CLOCKS. 16 WALL MOUNT ILLUMINATOR 0 18" A.F.F. PROVIDE RECEPTACLE AND DEDICATED CIRCUIT. STUB OUT 3" CONDUIT FOR FIBER OPTICS. 17 UNENCO OCCUPANCY SENSOR "COMBO" MODEL CUI- 500 -2000 24 VDC. 18 STUB UP AND CAP 4 "C, EMPTY WITH PULL -ROPE FOR FUTURE FIBER OPTICS AND 2 "C EMPTY FOR TELEPHONE SERVICE. 19 WATER CHILLIER_ 20 PROVIDE AND INSTALL 40 AMP, 230V, 10 RECEPTACLE AT CEILING SPACE, HOME RUN TO CIRCUIT MP /1,3. 21 MOUNT LUMINARIES TO STRUCTURAL BEAM CENTERED ABOVE SIGN. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. LUMINARIES TO BE CONTROLLED BY SWITCH AND KEEPER. 22 STUB UP AND CAP 2 "C FOR CABLE. 23 COORDINATE WITH ARCHITECT FOR EXACT LOCATION. SEE DETAIL 3/A6.1 24 POWER SUPPLY BOX FOR ELECTROMAGNETIC LOCKS. (5 -7/8" h X 12 1/2" w x 5 "D) PROVIDE COMPLETE POWER AND CONTROL CONNECTIONS AS REQUIRED FOR OPERATION. INSTALL VON DUPRIN SERIES PS 872 POWER SUPPLY AND SERIES P6720 WALL SWITCHES. GENERAL NOTE ALL WIRING IN PSC 'BUILDING #12 THW UNLESS NOTED OTHERWISE 206) 622 -9462 fax F I;t LL . t • , s �i t;, 23 = } 1 `i ' L ! 3" PVC fOR MEDALLION - E IBER OPTICS • � i ±l : } i. dd — - -- —�e ro ��N• 01 k_� I f w�� ` ONAL tom_ r EXPIRES -1/12/2000 083 PSC BUILDING LIGHTING PLAN SCALE: 1/4" = l'-Or W 2' 4• e DESIGNED iTK*=-i DRA: CHKD: TJJ RECOJ�M�. 11g County Et APPROVED T4w 2754046 Department of Transportation - Transit Division SCALE: RENTON TRANSIT CENTER CO3 osicT' CITY OF RENTON PSC BUILDING ELECTRICAL PLANS SCANNED NOV_- 7 2003 UA I t: 6/6/200 FILE 9$0107_0 DWG. NO, E3.1 1701 Commerce • Tacoma, Washington 98402 -3207 Mail it 2533 383 -8728 Rfax Members of Architecture The American Urban Design Institute of Planning Architects Interior Design 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 206) 622 -9462 fax F I;t LL . t • , s �i t;, 23 = } 1 `i ' L ! 3" PVC fOR MEDALLION - E IBER OPTICS • � i ±l : } i. dd — - -- —�e ro ��N• 01 k_� I f w�� ` ONAL tom_ r EXPIRES -1/12/2000 083 PSC BUILDING LIGHTING PLAN SCALE: 1/4" = l'-Or W 2' 4• e DESIGNED iTK*=-i DRA: CHKD: TJJ RECOJ�M�. 11g County Et APPROVED T4w 2754046 Department of Transportation - Transit Division SCALE: RENTON TRANSIT CENTER CO3 osicT' CITY OF RENTON PSC BUILDING ELECTRICAL PLANS SCANNED NOV_- 7 2003 UA I t: 6/6/200 FILE 9$0107_0 DWG. NO, E3.1 �'— o I W LAJ I3 d 0 3 0 r r -i om CONDUIT BY t- (n F�- Z I z Ld Q © U E- E N G I N E E R S . I N C . LLJ LJ F_ C�j 2702 SOUTH 42ND STMT. 30TE 301 0 o Q Mn E �_ �...� L1J Suite 405 E NI material a on herein constitutes the "9 unpuDNs<Md an original work of the AreNtoct ql C Seattle, Washington 98121 -2720 4 0 U Li.�1 Interior Design F_ Z Li LJ jl it ii 11 �1 - ----- - - - - -- - -� 1 t I--- Uj z s --------- - - - - -- - =1� - -- r r -i a° CONDUIT BY a� o 0Cr W F�- zn L C.- CL 00 i Y 3 �-0 5 E N G I N E E R S . I N C . o LJ CL 2533 83 -8728 fox 2702 SOUTH 42ND STMT. 30TE 301 o o' o -SE a Mn E Architecture Suite 405 E NI material a on herein constitutes the "9 unpuDNs<Md an original work of the AreNtoct ql C Seattle, Washington 98121 -2720 4 . C CP O' # # # Architects Interior Design O _ Q) �cc �0 z2 F� o �o �N K J 2 W z O W I� z 6 2851 F z W z 0 0 w RESTORE TRENCH TO FLUSH W/ GRADE UNDISTURBED NATIVE SOILS PROVIDE STRUCTURAL OR NATIVE FILL AS RECD. FOR 95% COMPACTION 30" MIN . - TO TOP P 12" 6" PEA GRAVEL r F\ 12" DEEP MIN CONDUITS) COMPACT SAND OR (PER PLAN) 18" OR 24" PEA GRAVEL BEDDING AS REO'D. TRENCH DETAIL GROUND STRAP TO LID /RIM TYPICAL JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD PROVIDE METALLIC MARKER TAPE FULL LENGTH OF TRENCH FINISH GRADE 12 SCALE: NONE #8 BARE COPPER GROUND WIRE LIGHTING SYSTEM WIRES TO CONTACTOR (SIZE AS NOTED ON PLANS) 5/8 "x8' COPPER CLAD GROUND ROD � � fie - �ti -1�ts I FUSE KITS QUICK DISCONNECT 10 AMP IN -LINE FUSE KITS i S.E.C. OR EQUAL SENSOR A FAUCET 13 ' M. C. (TYP) SOLENOID VALVE BY M.C. h 6-` 1 ' SUPPLY WATER PIPING BY M.C. CONDUIT STUBBED 1 OUT WALL UNDER ' FIXTURE GROUND LUG 1 2" MINIMUM GROUT UNDER POLE BASE g a IKIX G • • ' ri li - I '. •it . f �• f F. + J PVC CONDUIT CONCRETE FOUNDATION 3' SQ. OR DI A. FLUSH MOUNT POLE BASE DETAIL SCALE: NONE CONDUIT & PRIMARY CONDUCTORS BY E.C. BOX ABOVE CEILING BY E.C. TRANSFORMER SUPPLIED BY M.C. MOUNTED BY E.C. r -i 1701 Commerce CONDUIT BY 0 0Cr W F�- '1t oU W. Ref. North • r -- Y 3 d"+PW 5 E N G I N E E R S . I N C . cT3 2533 83 -8728 fox 2702 SOUTH 42ND STMT. 30TE 301 1000 Lenora St. TACM4, WA "40 -7a,s Members of Architecture Suite 405 71LtpHOW (253) 472 3300 FAX (253) 472 3443 NI material a on herein constitutes the "9 unpuDNs<Md an original work of the AreNtoct The American Institute of q- Seattle, Washington 98121 -2720 and may not be duplicated, uteri, or d4cfo,ed O' # # # Architects Interior Design 1 61 jl it < 11 �1 - ----- - - - - -- - -� 1 t I--- --------- - - - - -- - =1� - -- Q \-TO ADDITIONAL LAVATORIES W Of X m z 0 0 w RESTORE TRENCH TO FLUSH W/ GRADE UNDISTURBED NATIVE SOILS PROVIDE STRUCTURAL OR NATIVE FILL AS RECD. FOR 95% COMPACTION 30" MIN . - TO TOP P 12" 6" PEA GRAVEL r F\ 12" DEEP MIN CONDUITS) COMPACT SAND OR (PER PLAN) 18" OR 24" PEA GRAVEL BEDDING AS REO'D. TRENCH DETAIL GROUND STRAP TO LID /RIM TYPICAL JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD PROVIDE METALLIC MARKER TAPE FULL LENGTH OF TRENCH FINISH GRADE 12 SCALE: NONE #8 BARE COPPER GROUND WIRE LIGHTING SYSTEM WIRES TO CONTACTOR (SIZE AS NOTED ON PLANS) 5/8 "x8' COPPER CLAD GROUND ROD � � fie - �ti -1�ts I FUSE KITS QUICK DISCONNECT 10 AMP IN -LINE FUSE KITS i S.E.C. OR EQUAL SENSOR A FAUCET 13 ' M. C. (TYP) SOLENOID VALVE BY M.C. h 6-` 1 ' SUPPLY WATER PIPING BY M.C. CONDUIT STUBBED 1 OUT WALL UNDER ' FIXTURE GROUND LUG 1 2" MINIMUM GROUT UNDER POLE BASE g a IKIX G • • ' ri li - I '. •it . f �• f F. + J PVC CONDUIT CONCRETE FOUNDATION 3' SQ. OR DI A. FLUSH MOUNT POLE BASE DETAIL SCALE: NONE CONDUIT & PRIMARY CONDUCTORS BY E.C. BOX ABOVE CEILING BY E.C. TRANSFORMER SUPPLIED BY M.C. MOUNTED BY E.C. J -BOX BY E.C. LOCATED PER PLANS UNDER FIXTURE A80`'E WATER &WASTE PIPE � PENETRATIONS DETAIL NOTE 7. FOR SINGLE FIXTURE, J -BOX MAY BE DELETED LAVATORY SENSOR FAUCET WIRING DIAGRAM SCALE: NONE TO LUMINAIRE 1/4- MINIMUM DRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB BOLLARD POST FOR AUTOMATED ACTIVATION (TYP OF 4) --� PULLBOX TO CONTROL BOX IN P.S.C. CONDUIT do PRIMARY CONDUCTORS BY E.C. •- BOX ABOVE CEILING BY E.C. -TRANSFORMER SUPPLIED BY M.C. MOUNTED BY E.C. CONDUIT BY E.C. CONDUCTORS BY M.C. PANEL PANEL MP RP2 PHOTOCELL MOUNTED ON ROOF FACING NORTH SEAS. RObF PENETRATION 1 /2 "C - 3 #12 CONDUIT BY E.C. 1 CONDUCTORS BY M.C. 11 TO ADDITIONAL 1� URINALS PER i PLANS ______ - _____- _ _ 1 TO ALL OUTDOOR AND I ; I SHELTER LIGHTING (SEE PANEL SCHEDULE) SENSOR AT URINAL �_ T � -� -_�� BY M.C. (TYP) ti - I z L_ —s BOX FOR SENSOR MOUNTING GROUND WIRE AT FLUSH AT URINAL BY E.C. VALVE NIPPLE ASSEMBLY COORDINATE LOCATION W/ _ FLUSH VALVE ROUGH -IN (TYP) COIL ON FLUSHOMETER SWITCH KEEPER PANEL WATER CLOSET SENSOR !FLUSH ALVE 'WIRING DIAGRAM OUTDOOR AND SHELTER LIGHT CONTROL SIDEWALK IN- ROADWAY WARNING SIGNAL (TYP) FINISHED PAVEMENT ^ �� `-1" TEE (TYP) \_1" CONDUIT DETAIL NOTES RGS 1. ALL COMPONENTS, INCLUDING LOW- VOLTAGE WIRING FOR COMPLETE OPERATION PROVIDED BY THE PEDESTRIAN CROSSWALK, THE LIGHTGUARD SYSTEMS, INC. OR APPROVED. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH THE CROSSWALK MANUFACTURER FOR EXACT DIMENSIONS. 3. SEE ARCHITECTURAL DRAWING FOR EXACT LOCATION OF BOLLARDS. PEDESTRIAN CROSSWALK SYSTEM DETAIL SCALE: NONE r -i 1701 Commerce CONDUIT BY E.C. 1 SECONDARY CONDUCTORS '1t BY M.C. Ref. North • r -- t R t i w t • t d"+PW E N G I N E E R S . I N C . 2533 83 -8728 fox 2702 SOUTH 42ND STMT. 30TE 301 1000 Lenora St. TACM4, WA "40 -7a,s Members of Architecture Suite 405 71LtpHOW (253) 472 3300 FAX (253) 472 3443 NI material a on herein constitutes the "9 unpuDNs<Md an original work of the AreNtoct The American Institute of Urban Design Planntn g Seattle, Washington 98121 -2720 and may not be duplicated, uteri, or d4cfo,ed O' # # # Architects Interior Design 1 61 jl it 11 �1 - ----- - - - - -- - -� 1 t I--- --------- - - - - -- - =1� - -- \-TO ADDITIONAL LAVATORIES J -BOX BY E.C. LOCATED PER PLANS UNDER FIXTURE A80`'E WATER &WASTE PIPE � PENETRATIONS DETAIL NOTE 7. FOR SINGLE FIXTURE, J -BOX MAY BE DELETED LAVATORY SENSOR FAUCET WIRING DIAGRAM SCALE: NONE TO LUMINAIRE 1/4- MINIMUM DRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB BOLLARD POST FOR AUTOMATED ACTIVATION (TYP OF 4) --� PULLBOX TO CONTROL BOX IN P.S.C. CONDUIT do PRIMARY CONDUCTORS BY E.C. •- BOX ABOVE CEILING BY E.C. -TRANSFORMER SUPPLIED BY M.C. MOUNTED BY E.C. CONDUIT BY E.C. CONDUCTORS BY M.C. PANEL PANEL MP RP2 PHOTOCELL MOUNTED ON ROOF FACING NORTH SEAS. RObF PENETRATION 1 /2 "C - 3 #12 CONDUIT BY E.C. 1 CONDUCTORS BY M.C. 11 TO ADDITIONAL 1� URINALS PER i PLANS ______ - _____- _ _ 1 TO ALL OUTDOOR AND I ; I SHELTER LIGHTING (SEE PANEL SCHEDULE) SENSOR AT URINAL �_ T � -� -_�� BY M.C. (TYP) ti - I z L_ —s BOX FOR SENSOR MOUNTING GROUND WIRE AT FLUSH AT URINAL BY E.C. VALVE NIPPLE ASSEMBLY COORDINATE LOCATION W/ _ FLUSH VALVE ROUGH -IN (TYP) COIL ON FLUSHOMETER SWITCH KEEPER PANEL WATER CLOSET SENSOR !FLUSH ALVE 'WIRING DIAGRAM OUTDOOR AND SHELTER LIGHT CONTROL SIDEWALK IN- ROADWAY WARNING SIGNAL (TYP) FINISHED PAVEMENT ^ �� `-1" TEE (TYP) \_1" CONDUIT DETAIL NOTES RGS 1. ALL COMPONENTS, INCLUDING LOW- VOLTAGE WIRING FOR COMPLETE OPERATION PROVIDED BY THE PEDESTRIAN CROSSWALK, THE LIGHTGUARD SYSTEMS, INC. OR APPROVED. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH THE CROSSWALK MANUFACTURER FOR EXACT DIMENSIONS. 3. SEE ARCHITECTURAL DRAWING FOR EXACT LOCATION OF BOLLARDS. PEDESTRIAN CROSSWALK SYSTEM DETAIL SCALE: NONE SCALE: NONE DETAIL NOTES O 5/8" GROMMETED HOLE FOR CAMERA POWER. PROVIDE WEATHERPROOF FLEX FROM POLE TO CAMERA LOCATION. O5/8" GROMMETED HOSE FOR COAX CABLE. NOTE ALL COAX CABLE TO BE RUN IN FLEXIBLE CONDUIT WITHIN POLE PER N.E.C. :�N• rs,�11 o� .o t- wit out tM wrdton consent of the Architect. 206 622 -9462 fax ONG`- A IL7 I tool FR CCTV CAMERA MOUNTING DETAIL SCALE: NONE 4L EXPIRES -1/12 /2 000 j DESIGNED TWI-1 ODRA: CHKD: SCALE: TJJ RECOM. CONTRACT: �.� C03057C Kin4 CO1IItT APPROVED Bl r 4 SCALE: NONE TO AUTOMATIC ACTIVATION BOLLARD r 275b47 THREADED CAP CROSSWALK CONTROLLER MOUNTING DETAIL SCALE: NONE Department of Transportation — Transit Division "AIL: s /s /2000 RENTON TRANSIT CENTER 980107-E4' � CITY OF RENTON DWG. NO, ELECTRICAL DETAILS E4.1 SCANNED NOV - i 2003 1701 Commerce Tacoma. Washington Job No.: 95000.00 Ref. North • 98402 -3207 t R t i w t • t d"+PW E N G I N E E R S . I N C . 2533 83 -8728 fox 2702 SOUTH 42ND STMT. 30TE 301 1000 Lenora St. TACM4, WA "40 -7a,s Members of Architecture Suite 405 71LtpHOW (253) 472 3300 FAX (253) 472 3443 NI material a on herein constitutes the "9 unpuDNs<Md an original work of the AreNtoct The American Institute of Urban Design Planntn g Seattle, Washington 98121 -2720 and may not be duplicated, uteri, or d4cfo,ed O' # # # Architects Interior Design (206) 223 -2742 SCALE: NONE DETAIL NOTES O 5/8" GROMMETED HOLE FOR CAMERA POWER. PROVIDE WEATHERPROOF FLEX FROM POLE TO CAMERA LOCATION. O5/8" GROMMETED HOSE FOR COAX CABLE. NOTE ALL COAX CABLE TO BE RUN IN FLEXIBLE CONDUIT WITHIN POLE PER N.E.C. :�N• rs,�11 o� .o t- wit out tM wrdton consent of the Architect. 206 622 -9462 fax ONG`- A IL7 I tool FR CCTV CAMERA MOUNTING DETAIL SCALE: NONE 4L EXPIRES -1/12 /2 000 j DESIGNED TWI-1 ODRA: CHKD: SCALE: TJJ RECOM. CONTRACT: �.� C03057C Kin4 CO1IItT APPROVED Bl r 4 SCALE: NONE TO AUTOMATIC ACTIVATION BOLLARD r 275b47 THREADED CAP CROSSWALK CONTROLLER MOUNTING DETAIL SCALE: NONE Department of Transportation — Transit Division "AIL: s /s /2000 RENTON TRANSIT CENTER 980107-E4' � CITY OF RENTON DWG. NO, ELECTRICAL DETAILS E4.1 SCANNED NOV - i 2003 i r1j � i U _ J n W V V at = V O j O J V o� W U W O W > S2 Y w F- Q 0 Z O cn w Qf z I I 4 I- UJI W 0 Z F- CD E0 E0 woe MW woe RM u N ap El E �, 0 U �I � J 1 . RM I I I I I W _ a o El a El El El El 1±j 0 ou El =- E ' C> _ EQ tQ EQ 1 1EQ o - iV 1 3 711 A 611 p. - 5' -111 - - - _ U') � - o 70or —.woe - -- _ RMI - - t +�,, - -_ FP - J RM BP 141-611 36 121-4" RM - - At FP - - . i, /00*'FP FP FP i- - ;; w LLj LAJ _ 36' 011 121-611 _- -- r .BURNETT AVENUE L ROOT BARRIER ON WEST BURNETT AVENUE K'8 SIDE OF TREE PIT 3. �: r= W 2 - - - - - - - -- _ ... THESE TREES ONLY I4 = -EP BP 8P BP BP BP BP BP - - . - -- 7 =Z- 7 7 R - -TREE PIT WITH TREE GRATE, TYP. - _ _ • • .ice I C) I PLANTING SCHEDULE SYMBOL BOTANICAL NAME / COMMON NAME TREES FP 5 1 + � 26 BP + ftM 12 + SHRUBS 1h ilk A .......... .e..�Porw GROUND COVER SEE PLAN 0 FE AXINUS PENNSYLVANICA PATMORE' / PATMORE ASH PYiRUS CALLERYANA 'BRADFORD'/ BRADFORD FLOWERING PEAR ACER RUBRUM 'BOWHALL' / BOWHALL RED MAPLE PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ OTTO LUYKEN LAUREL ILEX CRENATA 'CONVEXA' / JAPANESE HOLLY HYPERICUM CALYCINUM / ST. JOHN'S WORT NOTES 4 -1/2" CALIPER, 4 B &B L3.2 4" CALIPER, B &B 5 L3.2 4" CALIPER, B &B 4 5 L3.2 L3.2 2 GALLON, 3' -0" O.C. 2 L3.2 2 GALLON, 3' -0" O.C. 2 L3.2 1 GALLON, 1' -6" O.C. 2 L3.2 NAKANO ASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 te) 206 292 9392 Seattle WA 98122 fax 206 292 %40 www.nakanoassociates•com NOTES 1. ALL THE TREES HAVE BEEN PURCHASED BY THE CITY OF RENTON AND ARE BEING HELD BY THE NURSERY. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSTALLATION AND GUARANTEE COSTS. THE CITY OF RENTON WILL PAY FOR SHIPPING TO THE JOB SITE. AT THE TIME THE CONTRACTOR ACCEPTS THE TREES FROM THE NURSERY, THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR QUALITY AND GUARANTEE OF THE TREES. IF, BEFORE ACCEPTANCE OF THE TREES FROM THE NURSERY, THE CONTRACTOR FEELS THE MATERIAL CANNOT BE GUARANTEED OR DOES NOT MEET THE SPECIFICATION, THE CONTRACTOR SHALL NOTIFY THE CITY OR THEIR REPRESENTATIVE IN WRITING. THE CONTRACTOR SHALL PURCHASE AND INSTALL ALL OTHER MATERIALS. 2• PROJECT REPRESENTATIVE TO APPROVE LAYOUT OF PLANTS IN FIELD BY CONTRACTOR BEFORE PLANTING BEGINS. 3. ALL SHRUBS AND GROUND COVER AREAS SHALL RECEIVE 6" MINIMUM OF TOPSOIL PER DETAIL 2 /SHEET L3.2 AND 2" DEPTH MULCH. S 1701 Commerce e 1- i r1j � i U _ J n W V V at = V O j O J V o� W U W O W > S2 Y w F- Q 0 Z O cn w Qf z I I 4 I- UJI W 0 Z F- CD E0 E0 woe MW woe RM u N ap El E �, 0 U �I � J 1 . RM I I I I I W _ a o El a El El El El 1±j 0 ou El =- E ' C> _ EQ tQ EQ 1 1EQ o - iV 1 3 711 A 611 p. - 5' -111 - - - _ U') � - o 70or —.woe - -- _ RMI - - t +�,, - -_ FP - J RM BP 141-611 36 121-4" RM - - At FP - - . i, /00*'FP FP FP i- - ;; w LLj LAJ _ 36' 011 121-611 _- -- r .BURNETT AVENUE L ROOT BARRIER ON WEST BURNETT AVENUE K'8 SIDE OF TREE PIT 3. �: r= W 2 - - - - - - - -- _ ... THESE TREES ONLY I4 = -EP BP 8P BP BP BP BP BP - - . - -- 7 =Z- 7 7 R - -TREE PIT WITH TREE GRATE, TYP. - _ _ • • .ice I C) I PLANTING SCHEDULE SYMBOL BOTANICAL NAME / COMMON NAME TREES FP 5 1 + � 26 BP + ftM 12 + SHRUBS 1h ilk A .......... .e..�Porw GROUND COVER SEE PLAN 0 FE AXINUS PENNSYLVANICA PATMORE' / PATMORE ASH PYiRUS CALLERYANA 'BRADFORD'/ BRADFORD FLOWERING PEAR ACER RUBRUM 'BOWHALL' / BOWHALL RED MAPLE PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ OTTO LUYKEN LAUREL ILEX CRENATA 'CONVEXA' / JAPANESE HOLLY HYPERICUM CALYCINUM / ST. JOHN'S WORT NOTES 4 -1/2" CALIPER, 4 B &B L3.2 4" CALIPER, B &B 5 L3.2 4" CALIPER, B &B 4 5 L3.2 L3.2 2 GALLON, 3' -0" O.C. 2 L3.2 2 GALLON, 3' -0" O.C. 2 L3.2 1 GALLON, 1' -6" O.C. 2 L3.2 NAKANO ASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 te) 206 292 9392 Seattle WA 98122 fax 206 292 %40 www.nakanoassociates•com NOTES 1. ALL THE TREES HAVE BEEN PURCHASED BY THE CITY OF RENTON AND ARE BEING HELD BY THE NURSERY. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSTALLATION AND GUARANTEE COSTS. THE CITY OF RENTON WILL PAY FOR SHIPPING TO THE JOB SITE. AT THE TIME THE CONTRACTOR ACCEPTS THE TREES FROM THE NURSERY, THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR QUALITY AND GUARANTEE OF THE TREES. IF, BEFORE ACCEPTANCE OF THE TREES FROM THE NURSERY, THE CONTRACTOR FEELS THE MATERIAL CANNOT BE GUARANTEED OR DOES NOT MEET THE SPECIFICATION, THE CONTRACTOR SHALL NOTIFY THE CITY OR THEIR REPRESENTATIVE IN WRITING. THE CONTRACTOR SHALL PURCHASE AND INSTALL ALL OTHER MATERIALS. 2• PROJECT REPRESENTATIVE TO APPROVE LAYOUT OF PLANTS IN FIELD BY CONTRACTOR BEFORE PLANTING BEGINS. 3. ALL SHRUBS AND GROUND COVER AREAS SHALL RECEIVE 6" MINIMUM OF TOPSOIL PER DETAIL 2 /SHEET L3.2 AND 2" DEPTH MULCH. 1 FR DESIGNED EM DRA: CHKD: SCALE: EM ED KN 1110201-011 RECOM. CONTRACT: C03057C King County -APPROVED �I C Tma 2 ;PSa4648 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITFCT KENICHI NAKANO CERTIFICATE NO. 335 ;DATE: Department of Transportation - Transit Division I6i6i00 - .-- ____.__ RENTON TRANSIT CENTER FILE ;DWG. NO. CITY OF RENTON L1.1 PLANTING PLAN - SOUTH A SCANNED NOV - 7 2W3 Ll 0 1701 Commerce Tacoma, Washington Job No.: 97032.00 Ref. North Merritt 98402 -3207 ifa'.d'n' (253) 383 -8700 (253) 383 -8728 fax 1000 Lenoro St. Members of Architecture Suite 405 All material appearing herein constitutes the The American Institute of Urban Design Planning g Seattle, Washington 8121 -2720 unpublished and original work of the NchiteCt and may not be duplicated, used, or disclosed 0' 10' 20 40' Architects Interior Design (206) 223 -2742 without the written consent of the kchitect. (206) 622_9462 fax 1 FR DESIGNED EM DRA: CHKD: SCALE: EM ED KN 1110201-011 RECOM. CONTRACT: C03057C King County -APPROVED �I C Tma 2 ;PSa4648 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITFCT KENICHI NAKANO CERTIFICATE NO. 335 ;DATE: Department of Transportation - Transit Division I6i6i00 - .-- ____.__ RENTON TRANSIT CENTER FILE ;DWG. NO. CITY OF RENTON L1.1 PLANTING PLAN - SOUTH A SCANNED NOV - 7 2W3 Ll 0 , - , • II 11 .. I { - 1___� !.� \� ^\ - . i J s = _ T 3: .t� EM 760: DRA: J- 2 `-- `� — L ^; {ED, KN _ \_\ -1 , C 7 �. — (\51 L King County 7_1 111<1 AM 4111,1111 1I , ... I. alok"ni �\ \\ �4 0 \ I. - 11 W 4 ,n W O r 8. > A 1A i J W V V Z V _Z o V J O U zoo 0 U. Z W C ' v 1A W 3t Q a. I X l f a- < w 1•- 0 9 Z 0 > w X LOGAN AVENUE _ _ . .. I I .. I - . - -.. . - - rLAN I ING SCHEDULE . - I I I I . . I .. ' - SYMBOL BOTANICAL NAME / NOTES 1. Y OT I - _ _ ` . COMMON NAME I - _- ,..,r• -- -.b.., .-- .........,- .I.`-- ....� - - - -. - •_____1I.___ 1I - - , C o - .. , - -.. - . �. I _ TREES . s _ _- RAILING, SEE � ARCH i " _ - � -4 . . SITE PLAN, SHEET A1.2 ` _ _�___� FP __ i ALL *TREES THIS SIDE RM -_- . � . _ : _ • . :: - � RM - 9 �' FRAXINUS PENNSYLVANICA 4 -1/2" CALIPER, r4'IIIIIIIIIIIIII\ ARE 2" CALIPER AND ` b `PATMORE' / PATMORE ASH B &B L3.2 . . REQUIRE TREE GUARDS. -- :: I - CAT . { -- *- NC + PYRUS CALLERYANA 'BRADFORD' / 4" CALIPER, B &B 5 $ LOCATIONS) BRADFORD FLOWERING PEAR s - - RM L3.2 . ALL TREES THIS SIDE R+� 47 + ACER RUBRU�I 'BOWHALL' I 4" CALIPER B &B �'LANT SHRUBS IN ARE 2" CALIPER AND = - BOWHALL RED MAP 4 5 I E LE PLANTING STRIP - _ _ = REQUIRE TREE GUARDS. - - _ _ (TREES ALONG ALONG CUT THROUGH _ __ _: _ _ - THE CUT- ��_2 L3.2 C10 LOCATIONS) : _ _ THROUGH ARE 2" CALIPER, SEE PLAN) WITHIN 18" OF RAILING, TYP. r ; _ - I as - — -.--- -- - - - - - .r_. , _ SHRUBS t f + . { - - ALIGN TREES WITH - o RM :�`. _ . ALIGN TREES WITH _ _ - _ - RM - - I - CONCRETE JOINTS PARKING STALL = 85 PRUNUS LAUROCERASUS 'OTTO 2 GALLON, 3' -0" O.C. 2 } KING _ _ : - STRIPPING, TYP. - LUYKEN' / OTTO LUYKEN LAUREL L3.2 i - - : -'ST LS, TYP. :: - - - ;- i - _ - . _ . �` - '� ! - � - '`- - 18 ILEX CRENATA 'CONVEXA' / 2 GALLON, 3' -011 O.C. 2 . . _ -- -. __ _ - -- - RM _ RM - -- JAPANESE HOLLY .. • L�_2 .. _ - -: - - - . t - CUT- THROUGH = ' - RM 1- 3 • _ -'T _, - -- - -_ . :'� _ . — �� -!:PLANTING TING _ DE �. - r =- - -- - - = = "_ _ - - ? - - - _ j(:: : _ : __. _ ---- -' - Gf (iND COVER I a _ , . L - — - - -- --- ' _. _ . I ' r y , 1 1 _`Y_ -_-.. __ _ - ._ ' _ �_a __ _,__i :.___- I 11 - ; , :. - . - _;� _ _____ ___,� - SEE :: % / /// HYPERICUM CALYCINUM / 1 GALLON, 1' -6" O.C. 2 RM - r --- RM PLAN ST. JOHN'S WORT 1 i . L3.2 4 7: _ _ -. - r 1 I RM RM ��- _j :� _ NOTES I I I . 1 : _ _ _' 3 CUT - THROUGH -- _:� _ --' "I . . . , I �_ . . . . I : - : _ _ t L3.2 PLANTING DETAIL ` _ _ : . i. ALL THE TREES HAVE BEEN PURCHASED BY THE CITY OF RENTON AND ARE BEING HELD BY /. - 1 , -._ .:.--- .: - _ �.__ . - -_ .. - - ; RM R CONTRACTOR'S B I =. r- - - Y THE CONTRAC ID PRICE SHALL INCLUDE ALL INSTALLATION AND • -• -- • - . �-_ GUARANTEE COSTS. THE CITY OF RENTON WILL PAY FOR SHIPPING TO THE JOB SITE. AT THE i : = ' - i, i - ,. t . -• _ - - - -- NURSERY, THE % �- I C� { R ACCEPTS THE TREES FROM THE NURS CONTRACTOR ACCEPTS w . ' , - ,--_ . i FULL RESPONSIBILITY FOR QUALITY AND GUARANTEE OF THE TREES. IF, BEFORE ACCEPTANCE W . I M -_ , - - - -- -;- -- - -Y-= - - _ OF THE TREES FROM THE NURSERY THE CONTRACTOR FEELS THE MATERIAL CANNOT BE GUARANTEED OR DO -tr I ; .. = t : .- - . ` *" - ES NOT MEET THE SPECIFICATION THE CONTRACTOR SHALL NOTIFY THE W � - i3,Eis fi -- I ♦ - - 6 , 1 CY ., 9 r� -1 .,_4_.! ! . , y V) 1., REPRESENTATIVE IN WRITING. THE CONTRACTOR SHALL PURCHASE AND INSTALL 11 HEIR REPRES I # : 1_. ._. - j RM ; _ s RM ALL OTHER MATERIALS. N. . .. - ... • "! ' a , : . . �r -- " _ :• - - � _ .; � - - 2- REPRESENTATIVE TO APPROVE LAYOUT OF PLANTS IN FIELD BY CONTRACTOR PROJECT R z = _ - i . BEFORE PLANTING BEGINS. U t . _.. _. .. _' _ - r t, - 1. M 1... 1 . r. _.. I : .. �� ,� ,_ 2 _ __. } , ., �{ �f Iii ` RM 3. L RECEIVE 6 ' MINIMUM OF TOPSOIL PER d - 1 - _ - - -- COVER AREAS SHAL ' n _ - i- .,�r. '-- F - -�,, ? -�� DETAIL 2 /SHEET L3.2 AND 2' DEPTH MULCH. C� . _ _ ., _ I . . . . ~ \- A..' T- _ — _ ■ : .. 1 . i' Yh.: _.♦ 4_• t.i'4t -... AfY.., a:11,. �'1 _ _ _ _ , .-n �. . -. _ .... .. .. _. _ _. _. -. , .h r,'•- � 1 2 ._ _ .. .__ �. • I -- 1 .. - : - _..._.. r _ ._._.__... _.. _.. .. ... -- -- --- - " .. - •- __.. _.. _. ...., _ .. .._._a. a .c __...1 1 _ _ _.. _ _ , -_ - _ _ .. ..._ .. .. , .. _ .. .... 1 'r" 1. 'I , I , - .1 _ - _ i 1 ... _ _ RM R - M .RM M = - -- -- - RM .. . RM R M . . - . - -'- R - - r .. - --.. i - -• ; - a •- _ __ M ' R r _ ._ _ •' + - � - :S t 1- 1 + . _ 1 ... _ ❑ ❑ ❑ t. ._ _. -- ❑ ❑ _ - . __. t a: . I _ _ -�- �, _ _ , _... 1. : . _': , "" : : �-- . _... __ _ .. _ _. _ 1 ' ! - - _ .. _ _..__ 1- : .._. r + - - W __ • ... }1 .�_: .. r.r ...ate,. ._. _ � 1 .• t � . •.t• -,. ...,•: _ -. _ .._ .._ _._ _ .� -•._. ___ ♦ -. r w. _.. - ._ _......_.1_�,•._._..r_. - _ "`__.- �:___..`._.__..__ _ .... _. i.... • , - - - - - • _._. -_ • .. -.___. -_ .tea ._ _ _. ._ -. ... .._. .__... _.._ _._. ...__ -_. .. -.. _. r .. .. : ... - -T j . r r1 .. - _ _ -". . -... -... .. .i - _ .. .-r �i i - I LI • _ 1 -a II I , j 1. i •_ - .- _- t ' - - _. i ._j * i _ __ :. ANDS I * :. a. L D 6 L,a -_ _ MEDIAN , LANDSCAPE . - - -- _ ,.:I GRADING - - - - -- - - - - -- - - - -- -- L3.2 a . _ T- f I .' . I - _._...- a� _ ._..... i . _._ , ., .i i V _. ... •� Y L3 2 GRADING -1 S V e t r. 1, -} 2 -. FP FP FP P FP ' ,I W FP t __ i . -.. FP /A:/ /// "/ - ,�� M" , " //�/74 , ///,A,,�� 11 , , �,Z/�� , / / f _ _ / // /i' 1. / . 1 'I i / i' _� i; / ps{ ' I It: O w _ _ . - _ . _, ._ - _ _ ;i i• (' r 1 �! . . I' 18' 1" 30,_p�l 30�_p�l 30' 0" 30'-0" 1_ 1. 1. _. T; , ' I . - - . 30 _p ,� 1 1� �1 , . �, Cn . — _ .. • . , U R 14 6 30 0 p' 11' 3� \ ` I � ; :, - *.*' * B NETT A ENUE i . _ �. ''.... r. _ _. 1,, :, 4 t 1 ;! _.__ . :� . _ _ _ . ___ ... _ .. _.. - . 1 j •rr ■ _ i _. .. tw'a. . -. . RM . I I �� y. + . . - .. . .. . _ .. _ . RM RM RM RM • . RM RM RM RM RM 1. _ RM RM RM :_ -�- is ... RM 10 . : + + -}� + - I I . i ❑ + -#- 2 ❑ - . e 0. .. 1 .. _ .._ - x - . i + jO D D cn . - .. I . - -..- . i __ . , .... , . . . - ; 1. — . I . • ,.. 11 -. _ . - I ,. ., . .. ._ .. . . . _. ,- _- . . ...__ .. . . - .. , .. .. . .. .. - .. 1 - I . a , ! 7 • - _ .. , . ': [ - I s.- r : • _ } _. _ a , _ - .. . . -, ! TREE PIT WITH TREE I .11 I I GRATE, TYP. ... STATE OF I I . T4=2 I . . WASHINGTON REGISTERED I . LANDSCAPE ARCHITECT I I KENICHI NAKANO CERTIFICATE NO. 335 z T,►o • ore. j,vo 4 n NA"NO ASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 tel 206 292 9392 Seattle WA 98122 fax 206 292 9640 www.nakanoassociates•coin Job No.: 97032.00 Ref. North NI material oppearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed Or �0� 20' 40I without the written consent of the Architect. Maritt { - Pardini Members of The American Institute of Architects ROLL ��1'91& i, Architecture Urban Design Planning Interior Design 1701 Commerr:e Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fax 4 FR_.__. • - -_ 1 I . 4 ;DATE Department of Transportation - Transit Division iDATE: .__._._.. - - - - -- .- '--- - - - - -- .. . _- .- __._,---- - -_. -- __- - - - - -- •.------------- - -__ -- -L .. _ - - -- _- __- _ -- -_- _ RENTON TRANSIT CENTER FILE DWG. N0. CITY OF RENTON ; Ll e 2 PLANTING PLAN - NORTH I 0 /D; 7.2 ,2-rd C., f M SCANNED NOV - 7 2003 4 0 DESIGNED -, EM 760: DRA: SCALE: ` EM {ED, KN 1"- 20' -0" RECOM. _ _ CONTRACT: King County APPROVED - 81 4 ;DATE Department of Transportation - Transit Division iDATE: .__._._.. - - - - -- .- '--- - - - - -- .. . _- .- __._,---- - -_. -- __- - - - - -- •.------------- - -__ -- -L .. _ - - -- _- __- _ -- -_- _ RENTON TRANSIT CENTER FILE DWG. N0. CITY OF RENTON ; Ll e 2 PLANTING PLAN - NORTH I 0 /D; 7.2 ,2-rd C., f M SCANNED NOV - 7 2003 4 0 k I w I G JW U Z z V o j U W Z W O W • � V � I w •• 0 w ci Z I I LOCATE CONTROLLER AND POINT OF ----- I = CONNECTION (SOUTH) N ADJACENT f F_ CONNECTION STRIP AS DIRECTED BY f F-- PROJECT REPRESENTATIVE. Q W _ REFER TO CIVIL SHEET C8 FOR LOCATION l.L_ W Qf OF NEW CITY OF RENTON WATER METER I - - - - -- - -.-- - -- - - - - - -- -- - f V) • -_ --- I _ j�2 i 1�1 85 B6 67 - � � � I Bi s2 63 B4 11 � � 1 COMBINE LATERALS t - .. 1 1 -1/2 1 11 .L. 1.1 11 1 11 1 111 111 INTO ONE SLEEVE 15.00 5.27 13.00 M UNDER PAVEMENT 111 8.40 25.00 12.00 _ 42.90 - - . - 17 - _- 2" 1 , 11 / - tai l �� --�1„ 111 � * __ - __ w 11 1 1 - _ 1 V2 111 I w 1%2" X1%2" 85 B6 - PLACE IRRIGATION VALVES -_ _ __ B2 B3 it _ 5 �I� 11;' 11121' 2" MAIN LINE - I w IN ADJACENT PLANTING - B1 211 MAIN LINE - 1 /2 2 ' -- - / J AREA, TYP. - - -- r - _" ----- - - - -- __. . - - - " --- - - - - - 211 M AIN LINE -- _ . _ - - -- f :J _. _ : r: C •'_.. .. _ fir- .�m .� �� MONO TREE PIT IRRIGATION BURNETT AVENUE _[ I I COMBINE PIPES - I I L3.2 CONFIGURATION, TYP /s: r _BURNETT AVENUE / =:r LLi TO ONE SLEEVE ::� // -: _• _: IN - - - - - m Ctf _� "�_ - • T` - • ;� NOTE MAIN LINE AND - - - - - - -- - ,- • / : LATERAL LINE ARE OWN - - -- - -.- : _:- -- . • .. 1 LATE SHOWN - - -_ :: - -- -- { _ DIAGRAMMATICALLY. LOCATE _ - °!N ADJACENT PLANTING AREA - -- - - ON WEST SIDE OF BURNETT. IRRIGATION SCHEDULE NOTES EQ EQ (-- VALVE BOX, FLUSH WITH SYMBOL ITEM NOTES FINISH GRADE, SEE SPECS I 1 VALVES MAIN LINE LATERALS AND POINT OF CONNECTION ARE SHOWN O I or� a if> o *Alk/ • SU SCHEMATICALLY FOR GRAPHIC CLARITY PURPOSES. IRRIGATION EQUIPMENT V) I R B /r"'57 AI N I R 1 D 404 GPM• 1.00 BUBBLER, OR APPROVED L 1 L3.1 W � 8' RADIUS, 30 PSI, •:1� W W Q L3.1 � Y O 1812 SAM-PRS 12" POP -UP GPM: 1.58 F, 0.79 H, 0.39 Q L3.1 RAIN BIRD B15 SERIES 5X12 EST, GPM: 0.53, 20 PSI; 6 STRIP SPRAY 5X24 SST, GPM: 1.059 20 PSI L3.1 RAIN BIRD *44 RC K, 1 QUICK COUPLING VALVE L2.1 Of SIZE AS NOTED IN VALVE 4 SERIES ELECTRIC INFORMATION BOX L3.1 REMOTE - CONTROL VALVE LATERAL LINE PVC CLASS 200 SDR -21 d w •• 0 w ci Z I I LOCATE CONTROLLER AND POINT OF ----- I = CONNECTION (SOUTH) N ADJACENT f F_ CONNECTION STRIP AS DIRECTED BY f F-- PROJECT REPRESENTATIVE. Q W _ REFER TO CIVIL SHEET C8 FOR LOCATION l.L_ W Qf OF NEW CITY OF RENTON WATER METER I - - - - -- - -.-- - -- - - - - - -- -- - f V) • -_ --- I _ j�2 i 1�1 85 B6 67 - � � � I Bi s2 63 B4 11 � � 1 COMBINE LATERALS t - .. 1 1 -1/2 1 11 .L. 1.1 11 1 11 1 111 111 INTO ONE SLEEVE 15.00 5.27 13.00 M UNDER PAVEMENT 111 8.40 25.00 12.00 _ 42.90 - - . - 17 - _- 2" 1 , 11 / - tai l �� --�1„ 111 � * __ - __ w 11 1 1 - _ 1 V2 111 I w 1%2" X1%2" 85 B6 - PLACE IRRIGATION VALVES -_ _ __ B2 B3 it _ 5 �I� 11;' 11121' 2" MAIN LINE - I w IN ADJACENT PLANTING - B1 211 MAIN LINE - 1 /2 2 ' -- - / J AREA, TYP. - - -- r - _" ----- - - - -- __. . - - - " --- - - - - - 211 M AIN LINE -- _ . _ - - -- f :J _. _ : r: C •'_.. .. _ fir- .�m .� �� MONO TREE PIT IRRIGATION BURNETT AVENUE _[ I I COMBINE PIPES - I I L3.2 CONFIGURATION, TYP /s: r _BURNETT AVENUE / =:r LLi TO ONE SLEEVE ::� // -: _• _: IN - - - - - m Ctf _� "�_ - • T` - • ;� NOTE MAIN LINE AND - - - - - - -- - ,- • / : LATERAL LINE ARE OWN - - -- - -.- : _:- -- . • .. 1 LATE SHOWN - - -_ :: - -- -- { _ DIAGRAMMATICALLY. LOCATE _ - °!N ADJACENT PLANTING AREA - -- - - ON WEST SIDE OF BURNETT. IRRIGATION SCHEDULE NOTES EQ EQ (-- VALVE BOX, FLUSH WITH SYMBOL ITEM NOTES FINISH GRADE, SEE SPECS I 1 VALVES MAIN LINE LATERALS AND POINT OF CONNECTION ARE SHOWN O I or� a if> o *Alk/ • SU SCHEMATICALLY FOR GRAPHIC CLARITY PURPOSES. IRRIGATION EQUIPMENT V) I R B /r"'57 AI N I R 1 D 404 GPM• 1.00 BUBBLER, OR APPROVED L 1 L3.1 RAIN BIRD 8 SERIES 8' RADIUS, 30 PSI, 6 1812 SAM -PRS 12" POP -UP GPM: 1.05 F, 0.52 H, 0.26 Q L3.1 RAIN BIRD 10 SERIES 10' RADIUS, 30 PSI, 6 1812 SAM-PRS 12" POP -UP GPM: 1.58 F, 0.79 H, 0.39 Q L3.1 RAIN BIRD B15 SERIES 5X12 EST, GPM: 0.53, 20 PSI; 6 STRIP SPRAY 5X24 SST, GPM: 1.059 20 PSI L3.1 RAIN BIRD *44 RC K, 1 QUICK COUPLING VALVE L2.1 RAIN BIRD PEB SIZE AS NOTED IN VALVE 4 SERIES ELECTRIC INFORMATION BOX L3.1 REMOTE - CONTROL VALVE LATERAL LINE PVC CLASS 200 SDR -21 - - - MAIN LINE - - = SLEEVING RB CONTROLLER FM] M ZONE VALVE GPM METER POINT OF CONNECTION ZONE INFORMATION BOX r,Q0 -fib - ip�.tl$ 0 r I f NSF, ASTM D -2241 PVC SCHEDULE 40, ASTM D -1785 PVC, SCHEDULE 80, ASTM D -17859 6" DIAMETER CONTROLLER "A ESP -MC -8 STATION, LOCKABLE WALL MOUNT; CONTROLLER "B ESP-M -8 SS, 8 STATION IN LOCKABLE STAINLESS STEEL PEDESTAL PANEL 3 MOUNT CABINET L3.1 1 -1/2" IRRIGATION METER PROVIDED BY OWNER 2 L3.1 NA"NOASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 tel 206 292 9392 Seattle WA 98122 fax 206 292 %40 www.nakanoassociates.com 'SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES AND OTHER EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED ON PLANS OR DIRECTED BY PROJECT REPRESENTATIVE. 2. ALL VALVES ARE TO LOCATED IN ADJACENT PLANTING AREAS. LOCATE MAIN LINE AND LATERALS IN ADJACENT PLANTING AREAS WHERE POSSIBLE. 3. CONTRACTOR TO VERIFY THAT STATIC WORKING PRESSURE IS 65 PSI. 4. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL VALVE WIRES UNDER ALL NEW AND EXISTING PAVEMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. 5. MAIN LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. 6. COORDINATE PLACEMENT OF IRRIGATION LINES IN SAME TRENCHES AS OTHER UTILITIES WHERE POSSIBLE. 7. ALL CURVES AND BENDS TO BE ACHIEVED WITH PIPE JOINTS. PIPE SECTIONS SHALL NOT BE DEFLECTED FOR CURVES OR BENDS. Job No.: 9703200 Ref. North All rnoterial appearing herein constitutes the unpublished and originol work of the Architect and may not be duplicated, used, or disclosed 01 10' 20r 401 without the written consent of the Architect. � a I I i I 1:� 1 V I� N M. ritt �- Pardini Members of The American Institute of Architects Architecture Urban Design Planning Interior Design U' 1 -I I I 1 )0 C) I F-1 �\ 1 I QUICK COUPLER ON TRIPLE SWING JOINT NOT TO SCALE 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223-2742 (206) 622 -9462 fax QUICK COUPLER RISER, SCHEDULE 80 PVC STREET ELL AND TT ELL NIPPLE, SCHEDULE 80 PVC, 8" LENGTH MIN. DRAIN ROCK PVC STREET ELL 90 NO.5 REBAR, SECURE TO QUICK COUPLER WITH (2) SS HOSE CLAMPS NOTES 1. DO NOT ALLOW VAULT TO REST ON PIPE. USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB AND CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (2) EACH QCV KEYS. 4. ALL FITTINGS SAME SIZE AS VALVE INLET. Tan2*7uTi64A SECTION STATE Of WASHINGTON REGISTERED LANDSCAPE ARCHITECT KENICNI NAKANO CERTIFICATE NO. 335 (DESIGNED DATE EM department of Transportation - Transit Division 16/6/00 i -f- DRA: CHKD: SCALE jFILE EM ED, KN� 111- 20' -O" _ RENTON TRANSIT CENTER / (DWG. N0. RECOM. CONTRACT CITY OF - ��' C03057C King County RENTON �_ .. _. -- - -- - � L... 2 • APPROVED IRRIGATION PLAN - SOUTH SCANNED NOV 7 2003 0 r I I I t I I ja 1: ;= s -r � _! J . - � _ S - ��i / -� a � �• = r 3:< c� ice_ F r .� r •, i a ". L ,I C ,7, cl�, go� T m FM 0 L 2 z I " 44 }' c2 � Q � o 0 >rr N °x J w iW W V ts/ Qz o w Ir Z O V /W /\ Z � 0 �/ zw 1 I U W N W J LA I V I < 2 I W F- 0 •e Z O U) > W X 04 LOGAN AVENUE _ _ _ - ,_•- _ _ . . ._. _ I .. . I I _ __ - .- r . . -. - ... -. .,,, - ......o._q. _... - -... _ - - ..-.,_ , - .. _. ..- . R . • _ a. _ . ., - - t - . . . -. _ _ _ - .. _ - 'tr , + I _ - -. I - • ., T - y` IRRIGATION SCHEDULE - . ce,=T2__ _ -��; K � -.. = „ _� _ ��.�_ _ �- � � NOTES __ _Tl _ - . k . 4 I SYMBOL ITEM NOTES a r -�. - -. : 0 : . FF . '.. -- . _ _ 1. VALVES, MAIN LINE, LATERALS AND POINT OF CONNECTION ARE SHOWN _� * - -, - - - SCHEMATICALLY FOR GRAPHIC CLARITY PURPOSES. IRRIGATION EQUIPMENT o RAIN SlRC 1404 GPM- 1.00 5 7 _ ; ■ . _. _ SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES AND OTHER 1. - •• • BUBBLER L3.1 L3.1 ,- _ . _ ... ; : _ . - = - _ ` . - EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED I ®m RAIN BIRD 15 SERIES 4X15 EST, GPM: 0.61, 30 PSIS ri"� . . ,. , = ON PLANS OR DIRECTED BY PROJECT REPRESENTATIVE STRIP SPRAY 4X30 SST, GPM: 1.21, 30 PSI L3.1 I - : I I - 2. ALL VALVES ARE TO LOCATED IN ADJACENT PLANTING AREAS. LOCATE I - _ - ALL MAIN LINE AND LATERALS IN ADJACENT PLANTING AREAS WHERE . . 6 -_ � � RAIN I 1 i X1 GPM: 0. POSSIBLE STRIP SPRAY 5X24 SS I , GPM• 1.05, 20 PSI L3.t .. , __ _ - r I Firm r : 1 _- , • _ . - = = ± . 3. CONTRACTOR TO VERIFY THAT STATIC WORKING PRESSURE IS 65 PSI. F1 !- I . I , RAIN BIRD *44 RC ri_"`� � - _. : - -- A3 _ A4 - - 4. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL QUICK COUPLING VALVE L2.t . - � . I II 1„ i - .. 'I � VALVE WIRES UNDER ALL NEW AND EXISTING PAVEMENT. CONTRACTOR I & RAIN BIRD PEB _ I t -:_ -_ RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND - _ _ - . _ _ _ ... - - S RESP r4 i , j -: 12.66 18.22 i _� SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. SERIES ELECTRIC L3.1 5 ._.. . . ___ REMOTE - CONTROL VALVE - - ___ . _ . 1 Z I : _ LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE - _ ; - - I - . - MAIN __ = - • �I t STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LATERAL LINE PVC CLASS 200, SDR -21 = _ _ I . - A ' '-' l 11 � PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. - - - '�. I NSF, ASTM D -2241 - ; .1�2 - 1�2 -- - 6. COORDINATE IRRIGATION LINES IN SAME TRENCHES AS OTHER UTILITIES. . ' -- _.- . ,. - -_ MAIN LINE PVC SCHEDULE 40, 1"_ 111 7. ALL CURVES AND BENDS TO BE ACHIEVED WITH PIPE JOINTS. PIPE SECTIONS 1 -1/2" MAIN LINE : _ I - �- - = - - - - - - - -- -- -- - -- -- - N. SHALL NOT BE DEFLECTED FOR CURVES OR BENDS. I TM -1 -- -. -� -- _ - - _ -_._ - : "' � --_-- - -- ---- -- ---ice .-. ° - - - .- . - - t. 85 - - ---- - -- - - - - SLEEVING PVC, SCHEDULE 80, ASTM . _ _ - _ -.: T :: _. ' { _ - . T�I ; - - - T D-1785, fi DIAMETER I . I - - - - -- - - -. - -- CONTROLLER CONTROLLER "A '= ESP -MC -8 STATION - -' ; _ _ __ _ _ = _ _ .: �_` !-_,�_, _ -1 1. ..-. _ if 6- - ' OR APPROVED, LOCKABLE WALL MOUNT; _ - - 1" r ii: I CONTROLLER 1611; ESP-M-8 SS, 8 STATION _ : :. - - - . >. _ . - rJ I '- I OR APPOVED IN LOCKABLE STAINLESS 1 _ ' _ _- _ _ _ - I _ STEEL PEDESTAL PANEL MOUNT CABINET 3 i . • 1 " -- _`-�•-�- � 1. -- - r . % .. j 1 , t I W C,. _ - . . i . - :� �Z _. I ►Q% _ RM METER 1 -1/2 IRRIGATION METER .. : 1 � _ i _ * ,j - 1 _ �- i �---- PROVIDED BY OWNER _ i._ . ►�_ _� _ 4; - • .. 1 .._ .. ._ .- .. . I '� POINT OF CONNECTION - ! :_ __ : _ . _ . 1. - - .1 4i - -_- -- - _ . �? - . ZONE L3.1 . ;�'- a -i �- *.. - - - ZONE INFORMATION BOX i. �� ! ■ VALVE R, _ ; . ..- t _ .. g _.. . I F, r- 111 : J' ; -��'- GPM 7 ; _ _ �9. : F- I *. l 3 r .. , _.. . - .. - . . .. t 1. . �' - ._. _ .. . i 1 - - '- ` - -.r s c 0 . , • 1 - - _ •- . _ - - -- _ _ j -. - 1. I.- POINT OF CONNECTION NORTH _ -�-¢ ___ _. _... . s - .11 i --fi _� _ . V. • . .. 7S6415 .11i 1 G 's'. T ° { t 1 r t ii . • ffi - •� ' } i Q \ '111 I r - IRRIGATION CONTROLLER TO BE LOCATED IN P.I.C. l - - . - .. TION s -.. ::•- _ ;1 - - -._.. - - : _ _ _ . - _ _ T } F - •' _ t ER I IAINVA T _ _ _- _ UL IN CONCRETE T _._ r• . _. . ! _...._ 11 - AND JOINT PATTERN. SEE CIVIL PAVING SHEET C11A. - - . '.... .. . - . --i - - _ __. _ _ 1 _ N GS ,' : _ _ - . _. _ _ ---! _ , I1 �� - _} - - ... _ . _ _ - �_ �.•_ .� �- .-� .-...- -�� -- �� _ �_ ..rte - �. q. �� .- - �- s.:__ 1 ; • _.. _ ... 1. 1 ..... -.. ...:.. _ - .. ._ �. .. s.......:. -, . -._� -- ._ .... _. ...... _. _... _. -_. - _ - _ .. . - _.. _ .. _. _ . . _ .. 1. _ -rte --- _ _. _ ..• ... s. - . _ J' ,, .., ... . 11 - _. ... .. t a ♦ _ ,= i t • , t i ... - - ' ' - _ _.._ ... _ ... ._.._. __L....- _._...- :_- ......... _. _. _ems ._I -. _ .. _.. .1. _ .. - ... T : •! - .. ` . :: �_ ..._.� - I I �_. -_ . _ •i 7•" I IF -.. , - t . ._ - - _ ... _. _ _ - .. N - . �� II t'. , �i 1. III PLACE IRRIGATION VALVES IN - - -- . - - : : ♦ �... _ . ' " .:_ t __ _ - -._ . - _. __.._ .- -._ __ . _. ._ __- _ _-_ .L.__ . -- ADJACENT PLANTING AREA TYP• _ - _ - .. __. -_ _ - - - -- -- - --_ - _' - -- , - - ` : ( 1 -1/2 MAIN LINE r - .i _ ; .. - .. �� I. - - -� __. 11 i j _ _. .,- A l A A2 i i • - - . .- .. . . At _ . . - _._.. _ . . _.._.. - ___ _ - . . : . I.... _ _. _ .. 1 , r _-. . . -_ - - .z . - ----- _•.._._ - -- - - 1 - -' r I 11 . ; __ __ _ _ ._ _.. _ _ _ . 1 a i .- - COM IN I. B E MAIN LINE D AN# f ` . . ! ; i '� V - } Al A2 I I r - Y �. :LATERAL PIPES INTONE SLEEVE : .. _ ; ` ..... ` w r. _. • ,BURNT __- AVENUE _.._ -__ _ , i2' 1 V ' 111 E T 2 I 1 I .. _ _. _. _ - I { . NOTEr MAIN LINE IS SHOWN DtAGRAINMATI Y : _ CALL - - _, _._.__.._ __ ._� .- , 11 .._ _ . _ 30.00 , 25.22 - '• : I ( .LOCATE IN ADJACENT PLANTING MEDIAN INS L3.2 CONFIGURATION, TYP r T _ _ ♦ I . , , . ... . . �.. . - - - - _. . ._. .._ _.. 1 _ .. . _ t I '. 11 i �t + •' - • , 1 w- i 1 BURNETT A N 1 _. _ - - -- - _ . r -____ _ _ _ - - _. _ ■ ___ ._.,._ _ �;,,i r - I-- . - :�� . - -_ -._. , rI - .. 1. -1- a f ii t _ 1 1. . ci . .. - - _ - . . ... 1l - - .. -- - r. 1 _ .. . .__ 4 1 - _ i .. t - r.rr. ....- ��,i- • --1. ��. �. -�T -ter - -r �`rc. +Mr- ` +_�. t- -i -.�_ '. • :. - - ..r. �.�� -- �� - � -.-r.� _ ..� - -. ..r- �. r� �..,- -r ..� ...�_. - -- - . -..�. . -..r -' - wr- .-r +.-._ .,-�. .-r -. ��, _ --. �•... �. ..tom•- -rte +.r �- . -� .--r- --.- .:-.r .•-.- :�i� -.�.. . -�. ..iir jr -�� -.� �,- ..� .. -. -� �� . . 1 . _ - i ,. i- 1 ^.. a i - :_ .. . . . . . . . .. . . .. - - . .. -_.. - . . .. . .- .. . . .. .- . . .. : . r -. •+ S! } ' .. . - , , i i i , 1 i , . .. 1 • . :. . 11 _ _._�. _� 1 :. ..•cam.. .. --,.. :•:,, .•s• -.__ ._ _...- .. ,,, -- r.. e- t. l._ .r .z' - .. ... -.. �- - I. : i; .. .. , - . - � . . . . I . � - . . . - .1 : ' STATE OF . WASHINGTON , . . REGISTERED - LANDSCAPE ARCHITECT : i- el . 0 KENICHI NAKANO CERTIFICATE NO. 335 o of a - 0 ♦ ..► ?7•tw z I 0 W NA"NOASSOCIATES ILLC � 3 Y O > (253) 383 -8728 fax 300 East Pike, Suite 2000 tel 206 292 9392 9 X 1000 Lenora St. Seattle WA 98122 fax 206 292 %40 Of Members of The American Architecture Urban Design Suite 405 Seattle, Washington www.nakanoa&godaWs.com All rnoteria! unpublished ddnCeori�inahworknOfthe 'Architect and may not be duplicated, used• or disclosed 0' 10' 20' 40' Institute of Architects Planning Interior Design 98121 -2720 (206) 223 -2742 Q_ (206) 622-9462 fax Q W F- 0 •e Z O U) > W X 04 LOGAN AVENUE _ _ _ - ,_•- _ _ . . ._. _ I .. . I I _ __ - .- r . . -. - ... -. .,,, - ......o._q. _... - -... _ - - ..-.,_ , - .. _. ..- . R . • _ a. _ . ., - - t - . . . -. _ _ _ - .. _ - 'tr , + I _ - -. I - • ., T - y` IRRIGATION SCHEDULE - . ce,=T2__ _ -��; K � -.. = „ _� _ ��.�_ _ �- � � NOTES __ _Tl _ - . k . 4 I SYMBOL ITEM NOTES a r -�. - -. : 0 : . FF . '.. -- . _ _ 1. VALVES, MAIN LINE, LATERALS AND POINT OF CONNECTION ARE SHOWN _� * - -, - - - SCHEMATICALLY FOR GRAPHIC CLARITY PURPOSES. IRRIGATION EQUIPMENT o RAIN SlRC 1404 GPM- 1.00 5 7 _ ; ■ . _. _ SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES AND OTHER 1. - •• • BUBBLER L3.1 L3.1 ,- _ . _ ... ; : _ . - = - _ ` . - EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED I ®m RAIN BIRD 15 SERIES 4X15 EST, GPM: 0.61, 30 PSIS ri"� . . ,. , = ON PLANS OR DIRECTED BY PROJECT REPRESENTATIVE STRIP SPRAY 4X30 SST, GPM: 1.21, 30 PSI L3.1 I - : I I - 2. ALL VALVES ARE TO LOCATED IN ADJACENT PLANTING AREAS. LOCATE I - _ - ALL MAIN LINE AND LATERALS IN ADJACENT PLANTING AREAS WHERE . . 6 -_ � � RAIN I 1 i X1 GPM: 0. POSSIBLE STRIP SPRAY 5X24 SS I , GPM• 1.05, 20 PSI L3.t .. , __ _ - r I Firm r : 1 _- , • _ . - = = ± . 3. CONTRACTOR TO VERIFY THAT STATIC WORKING PRESSURE IS 65 PSI. F1 !- I . I , RAIN BIRD *44 RC ri_"`� � - _. : - -- A3 _ A4 - - 4. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL QUICK COUPLING VALVE L2.t . - � . I II 1„ i - .. 'I � VALVE WIRES UNDER ALL NEW AND EXISTING PAVEMENT. CONTRACTOR I & RAIN BIRD PEB _ I t -:_ -_ RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND - _ _ - . _ _ _ ... - - S RESP r4 i , j -: 12.66 18.22 i _� SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. SERIES ELECTRIC L3.1 5 ._.. . . ___ REMOTE - CONTROL VALVE - - ___ . _ . 1 Z I : _ LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE - _ ; - - I - . - MAIN __ = - • �I t STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LATERAL LINE PVC CLASS 200, SDR -21 = _ _ I . - A ' '-' l 11 � PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. - - - '�. I NSF, ASTM D -2241 - ; .1�2 - 1�2 -- - 6. COORDINATE IRRIGATION LINES IN SAME TRENCHES AS OTHER UTILITIES. . ' -- _.- . ,. - -_ MAIN LINE PVC SCHEDULE 40, 1"_ 111 7. ALL CURVES AND BENDS TO BE ACHIEVED WITH PIPE JOINTS. PIPE SECTIONS 1 -1/2" MAIN LINE : _ I - �- - = - - - - - - - -- -- -- - -- -- - N. SHALL NOT BE DEFLECTED FOR CURVES OR BENDS. I TM -1 -- -. -� -- _ - - _ -_._ - : "' � --_-- - -- ---- -- ---ice .-. ° - - - .- . - - t. 85 - - ---- - -- - - - - SLEEVING PVC, SCHEDULE 80, ASTM . _ _ - _ -.: T :: _. ' { _ - . T�I ; - - - T D-1785, fi DIAMETER I . I - - - - -- - - -. - -- CONTROLLER CONTROLLER "A '= ESP -MC -8 STATION - -' ; _ _ __ _ _ = _ _ .: �_` !-_,�_, _ -1 1. ..-. _ if 6- - ' OR APPROVED, LOCKABLE WALL MOUNT; _ - - 1" r ii: I CONTROLLER 1611; ESP-M-8 SS, 8 STATION _ : :. - - - . >. _ . - rJ I '- I OR APPOVED IN LOCKABLE STAINLESS 1 _ ' _ _- _ _ _ - I _ STEEL PEDESTAL PANEL MOUNT CABINET 3 i . • 1 " -- _`-�•-�- � 1. -- - r . % .. j 1 , t I W C,. _ - . . i . - :� �Z _. I ►Q% _ RM METER 1 -1/2 IRRIGATION METER .. : 1 � _ i _ * ,j - 1 _ �- i �---- PROVIDED BY OWNER _ i._ . ►�_ _� _ 4; - • .. 1 .._ .. ._ .- .. . I '� POINT OF CONNECTION - ! :_ __ : _ . _ . 1. - - .1 4i - -_- -- - _ . �? - . ZONE L3.1 . ;�'- a -i �- *.. - - - ZONE INFORMATION BOX i. �� ! ■ VALVE R, _ ; . ..- t _ .. g _.. . I F, r- 111 : J' ; -��'- GPM 7 ; _ _ �9. : F- I *. l 3 r .. , _.. . - .. - . . .. t 1. . �' - ._. _ .. . i 1 - - '- ` - -.r s c 0 . , • 1 - - _ •- . _ - - -- _ _ j -. - 1. I.- POINT OF CONNECTION NORTH _ -�-¢ ___ _. _... . s - .11 i --fi _� _ . V. • . .. 7S6415 .11i 1 G 's'. T ° { t 1 r t ii . • ffi - •� ' } i Q \ '111 I r - IRRIGATION CONTROLLER TO BE LOCATED IN P.I.C. l - - . - .. TION s -.. ::•- _ ;1 - - -._.. - - : _ _ _ . - _ _ T } F - •' _ t ER I IAINVA T _ _ _- _ UL IN CONCRETE T _._ r• . _. . ! _...._ 11 - AND JOINT PATTERN. SEE CIVIL PAVING SHEET C11A. - - . '.... .. . - . --i - - _ __. _ _ 1 _ N GS ,' : _ _ - . _. _ _ ---! _ , I1 �� - _} - - ... _ . _ _ - �_ �.•_ .� �- .-� .-...- -�� -- �� _ �_ ..rte - �. q. �� .- - �- s.:__ 1 ; • _.. _ ... 1. 1 ..... -.. ...:.. _ - .. ._ �. .. s.......:. -, . -._� -- ._ .... _. ...... _. _... _. -_. - _ - _ .. . - _.. _ .. _. _ . . _ .. 1. _ -rte --- _ _. _ ..• ... s. - . _ J' ,, .., ... . 11 - _. ... .. t a ♦ _ ,= i t • , t i ... - - ' ' - _ _.._ ... _ ... ._.._. __L....- _._...- :_- ......... _. _. _ems ._I -. _ .. _.. .1. _ .. - ... T : •! - .. ` . :: �_ ..._.� - I I �_. -_ . _ •i 7•" I IF -.. , - t . ._ - - _ ... _. _ _ - .. N - . �� II t'. , �i 1. III PLACE IRRIGATION VALVES IN - - -- . - - : : ♦ �... _ . ' " .:_ t __ _ - -._ . - _. __.._ .- -._ __ . _. ._ __- _ _-_ .L.__ . -- ADJACENT PLANTING AREA TYP• _ - _ - .. __. -_ _ - - - -- -- - --_ - _' - -- , - - ` : ( 1 -1/2 MAIN LINE r - .i _ ; .. - .. �� I. - - -� __. 11 i j _ _. .,- A l A A2 i i • - - . .- .. . . At _ . . - _._.. _ . . _.._.. - ___ _ - . . : . I.... _ _. _ .. 1 , r _-. . . -_ - - .z . - ----- _•.._._ - -- - - 1 - -' r I 11 . ; __ __ _ _ ._ _.. _ _ _ . 1 a i .- - COM IN I. B E MAIN LINE D AN# f ` . . ! ; i '� V - } Al A2 I I r - Y �. :LATERAL PIPES INTONE SLEEVE : .. _ ; ` ..... ` w r. _. • ,BURNT __- AVENUE _.._ -__ _ , i2' 1 V ' 111 E T 2 I 1 I .. _ _. _. _ - I { . NOTEr MAIN LINE IS SHOWN DtAGRAINMATI Y : _ CALL - - _, _._.__.._ __ ._� .- , 11 .._ _ . _ 30.00 , 25.22 - '• : I ( .LOCATE IN ADJACENT PLANTING MEDIAN INS L3.2 CONFIGURATION, TYP r T _ _ ♦ I . , , . ... . . �.. . - - - - _. . ._. .._ _.. 1 _ .. . _ t I '. 11 i �t + •' - • , 1 w- i 1 BURNETT A N 1 _. _ - - -- - _ . r -____ _ _ _ - - _. _ ■ ___ ._.,._ _ �;,,i r - I-- . - :�� . - -_ -._. , rI - .. 1. -1- a f ii t _ 1 1. . ci . .. - - _ - . . ... 1l - - .. -- - r. 1 _ .. . .__ 4 1 - _ i .. t - r.rr. ....- ��,i- • --1. ��. �. -�T -ter - -r �`rc. +Mr- ` +_�. t- -i -.�_ '. • :. - - ..r. �.�� -- �� - � -.-r.� _ ..� - -. ..r- �. r� �..,- -r ..� ...�_. - -- - . -..�. . -..r -' - wr- .-r +.-._ .,-�. .-r -. ��, _ --. �•... �. ..tom•- -rte +.r �- . -� .--r- --.- .:-.r .•-.- :�i� -.�.. . -�. ..iir jr -�� -.� �,- ..� .. -. -� �� . . 1 . _ - i ,. i- 1 ^.. a i - :_ .. . . . . . . . .. . . .. - - . .. -_.. - . . .. . .- .. . . .. .- . . .. : . r -. •+ S! } ' .. . - , , i i i , 1 i , . .. 1 • . :. . 11 _ _._�. _� 1 :. ..•cam.. .. --,.. :•:,, .•s• -.__ ._ _...- .. ,,, -- r.. e- t. l._ .r .z' - .. ... -.. �- - I. : i; .. .. , - . - � . . . . I . � - . . . - .1 : ' STATE OF . WASHINGTON , . . REGISTERED - LANDSCAPE ARCHITECT : i- el . 0 KENICHI NAKANO CERTIFICATE NO. 335 o of a - 0 ♦ ..► ?7•tw z I 0 ..._. ,; � ...,w. -c. i 1 I, 4- FZOLL � 1f9 I 1` it " i FR ON is 6 5 R11 -. `""`� DESIGNED EM DRA: CHKD: SCALE ��` ,) EM ED, KN 1 "•20' -0" �_ _i RECOM. CONTRACTS - ViA FFFC 03057C King County ' -- PPROVED _____ Q) III DATE Department of Transportation - Transit Division 16/6/00 RENTON TRANSIT CENTER FILE ------------ CITY OF RENTON DWG. N0. IRRIGATION PLAN - NORTH L 2 * 2 <� !0 ; ,T--• 2' J-6 fei`3 SCANNED NOV - 7 2003 ,. C 0 __ 1701 Commerce NA"NOASSOCIATES ILLC Job No.: • 97032.00 Ref. North Mw rltt Tacoma 98402ahington (253) 383 -8700 Landscape Architects (253) 383 -8728 fax 300 East Pike, Suite 2000 tel 206 292 9392 1000 Lenora St. Seattle WA 98122 fax 206 292 %40 Members of The American Architecture Urban Design Suite 405 Seattle, Washington www.nakanoa&godaWs.com All rnoteria! unpublished ddnCeori�inahworknOfthe 'Architect and may not be duplicated, used• or disclosed 0' 10' 20' 40' Institute of Architects Planning Interior Design 98121 -2720 (206) 223 -2742 without the written consent of the Architect. (206) 622-9462 fax ..._. ,; � ...,w. -c. i 1 I, 4- FZOLL � 1f9 I 1` it " i FR ON is 6 5 R11 -. `""`� DESIGNED EM DRA: CHKD: SCALE ��` ,) EM ED, KN 1 "•20' -0" �_ _i RECOM. CONTRACTS - ViA FFFC 03057C King County ' -- PPROVED _____ Q) III DATE Department of Transportation - Transit Division 16/6/00 RENTON TRANSIT CENTER FILE ------------ CITY OF RENTON DWG. N0. IRRIGATION PLAN - NORTH L 2 * 2 <� !0 ; ,T--• 2' J-6 fei`3 SCANNED NOV - 7 2003 ,. C 0 n -�- �� c W E "yam v C� a >G G ZZ v� ~ Q CC W N W U �c V � U z u Z W � = V W U N W N � W 3 G v � W SCH. 80 UNION OR APPROVED Tacoma, Washington SCH. 80 NIPPLE RAW 80 +44 RC Of QUICK COUPLING VALVE STRAINER OR OR APPROVED APPROVED �I CL 2' DOUBLE CHECK VALVE ADJACENT PAVED AREA. OR APPROVED SEE SHEET LL2 d. (IF REQUIRED) N PVC TEE OR Q Suite 405 STREET 90 I PVC SUPPLY W The American Institute of .LINE Seattle, Washington 8121-2720 unpublished and original work of the Architect and may not be duplicated, used, or disclosed O' 10' 20' 40' Architects r•— (206) 223-2742 without the written consent of the Architect. (206) 622 -9462 fax Q D W Z O V) W (if 6101 AY MCDONALD SHUT-OFF VALVE OR APPROVED CONCRETE VALVE BOX WITH LID, FOGTITE 25 -TA OR APPROVED N METERED STUB , CL V! N NOTE= INSTALL ALL IRRIGATION EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS POINT OF CONNECTION -NORTH NOT TO SCALE s 3/4" CHAMPION 075-SV 1701 Commerce MANUAL DRAIN VALVE SCH. 80 UNION OR APPROVED Tacoma, Washington SCH. 80 NIPPLE RAW 80 +44 RC 14vr FEKO 650 QUICK COUPLING VALVE STRAINER OR OR APPROVED APPROVED �I 1 -V2" FEBCO 850 2' DOUBLE CHECK VALVE ADJACENT PAVED AREA. OR APPROVED SEE SHEET LL2 & THREAD (IF REQUIRED) N NOTE= INSTALL ALL IRRIGATION EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS POINT OF CONNECTION -NORTH NOT TO SCALE OF WIF AUTOMATIC VALVE NWWM_ rK_M NOT TO SI.ALE O ' Q0 " it/m i'ma 7- 1 n NA"NO ASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 tel 206 292 9392 Seattle WA 98122 fax 206 292 %40 www.nakanoassodates.com r TO IRRIGATION SYSTEM �F� GRAVEL BAICKFLL, -�4 CU. FT. MIN. SECTION PLASTIC VALVE BOX, CARSON 1419B WITH 1919-3B BOLT DOWN COVER OR APPROVED FINISH GRADE ELECTRIC REMOTE CONTROL VALVE, SEE IRRIGATION SHEETS L2.1 AND L2.2 FOR TYPE AND SIZES. PVC MALE ADAPTER PVC SUPPLY LINE 61M AY MCDONALD- APPROVED PLASTIC VALVE BOX: CARSON 14MTRES 1730 BOX WITH LOCKING LID OR APPROVED N. METERED STUB c N . 77• r� � 'M II M 04llYArW%KA AVC. _Nl/ NOTE= INSTALL ALL IRRIGATION EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS RM BIRD 044 RC QUICK COUPLING OR PLASTIC VALVE BOX: CARSON IIDUSTRES 1419 WITH BOLT DOWN LID OR APPROVED ADJACENT PLANTING AREA, SEE SLEET W �1 �I TO IRRIGATION SYSTEM it II- -- _ 3/4" TEE TO BOX HYDRANT, SEE SHEET M1.1 GRAVEL BACKFLL, 4 CU. FT. MIN. POINT OF CONNECTION -SOUTH NOT TO SCALE SECTION ADJUST SPRINKLER HEAD FINISH GRADE TO FINISH GRADE -11 f -1 I l E l] I F- l—Ed l I-1 I I-1 I F= I -=-7i 1 _11 —I I F'9U1 El I F1 I r] NOTE: 1. PIPE TO BASE OF HEAD UNLESS OTHERWISE NOTED 2. ALL FITTINGS SCHEDULE 80 PVC UNLESS OTHERWISE NOTED OR REQUIRED. FITTING SIZES AS REQUIRED OR NOTED. FLEX PIPE MIN. 8" TO MAX. k 12" LENGTH THREAD X BARB 90Y FITTING (1/210) SLIP X SLIP THREAD TEE (1/211) CLASS 200 LATERAL PIPE IRRIGATION HEAD /FLEX PIPE NOT TO SCALE SCH. 80 NIPPLE 1701 Commerce SCH. 80 UNION Tacoma, Washington SCH. 80 NIPPLE ��t.rtt d'' t- �rn SCH.40 STREET 90 SCH. 80 NIPPLE �I (253) 383 -8728 fax 2' PVC M BUSHING-SLIP _ & THREAD (IF REQUIRED) N PVC TEE OR Architecture Suite 405 STREET 90 I PVC SUPPLY The American Institute of .LINE OF WIF AUTOMATIC VALVE NWWM_ rK_M NOT TO SI.ALE O ' Q0 " it/m i'ma 7- 1 n NA"NO ASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 tel 206 292 9392 Seattle WA 98122 fax 206 292 %40 www.nakanoassodates.com r TO IRRIGATION SYSTEM �F� GRAVEL BAICKFLL, -�4 CU. FT. MIN. SECTION PLASTIC VALVE BOX, CARSON 1419B WITH 1919-3B BOLT DOWN COVER OR APPROVED FINISH GRADE ELECTRIC REMOTE CONTROL VALVE, SEE IRRIGATION SHEETS L2.1 AND L2.2 FOR TYPE AND SIZES. PVC MALE ADAPTER PVC SUPPLY LINE 61M AY MCDONALD- APPROVED PLASTIC VALVE BOX: CARSON 14MTRES 1730 BOX WITH LOCKING LID OR APPROVED N. METERED STUB c N . 77• r� � 'M II M 04llYArW%KA AVC. _Nl/ NOTE= INSTALL ALL IRRIGATION EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS RM BIRD 044 RC QUICK COUPLING OR PLASTIC VALVE BOX: CARSON IIDUSTRES 1419 WITH BOLT DOWN LID OR APPROVED ADJACENT PLANTING AREA, SEE SLEET W �1 �I TO IRRIGATION SYSTEM it II- -- _ 3/4" TEE TO BOX HYDRANT, SEE SHEET M1.1 GRAVEL BACKFLL, 4 CU. FT. MIN. POINT OF CONNECTION -SOUTH NOT TO SCALE SECTION ADJUST SPRINKLER HEAD FINISH GRADE TO FINISH GRADE -11 f -1 I l E l] I F- l—Ed l I-1 I I-1 I F= I -=-7i 1 _11 —I I F'9U1 El I F1 I r] NOTE: 1. PIPE TO BASE OF HEAD UNLESS OTHERWISE NOTED 2. ALL FITTINGS SCHEDULE 80 PVC UNLESS OTHERWISE NOTED OR REQUIRED. FITTING SIZES AS REQUIRED OR NOTED. FLEX PIPE MIN. 8" TO MAX. k 12" LENGTH THREAD X BARB 90Y FITTING (1/210) SLIP X SLIP THREAD TEE (1/211) CLASS 200 LATERAL PIPE IRRIGATION HEAD /FLEX PIPE NOT TO SCALE FZID'LL � r li 0F IR 8 9 AL - f-- -4" DIAMETER CORRUGATED, PERFORATED POLYETHYLENE PIPE A A 4" POLYETHYLENE TEE AND RISER 1" PVC PIPE, TYP " FINISH GRADE AT TREE PIT I BUBBLER 7 4" CORRUGATED r ROOT POLYETHYLENE PIPE / BALL 1" PVC PIPE �-1" DIAMETER HOLE THRU L6'BOTTOM OF TEE 90° EL SECTION A -A TREE PIT BUBBLER CIRCLE NOT TO SCALE PLAN / SECTION DESIGNED EM DRA: CHKD: SCALE: EM ED, KN AS NOTED RECOM. CONTRACT: C03057C A King County 'APPROVED -��__ 1PPROVED - is i I IM"TION CONTROLLER AND PEDESTAL PANEL. O- I FINISH GRADE co c W11 ti OUTGOING CONDUITS INCLUDE ONE 2" SPARE STUB OUT 24" AND CAP INCOMING CONDUIT EQQ EQ '611 12" 1611 VFW V — —�•� - - SQUARE CONTROLLER "B" PEDESTAL PANEL NOT TO SCALE SET FLUSH W/ LANDSCAPE FINISH GRADE CAP BUBBLER, SEE IRRIGATION SHEETS L2.1 AND L2.2. PVC PIPE 0 4" PERFORATED 9 POLYETHYLENE PIPE �o �� 4" MINUS WASHED PEA GRAVEL Tim 275640 IRRIGATION BUBBLER NOT TO SCALE SECTION STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT i KENICHI NMANO CERTIFICATE NO. 335 DATE: Department of Transportation - Transit Division 16/6/00 - ----- - - - - -- RENTON TRANSIT CENTER ! CITY OF RENTON . LANDSCAPE DETAILS L3 1 C lee 8CANNEO .NO V • 7 �3 4 I 1701 Commerce Tacoma, Washington Job No 97032.00 Ref. North ��t.rtt d'' t- �rn 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Members of Architecture Suite 405 All material appear herein constitutes the The American Institute of Urban Design Planning g Seattle, Washington 8121-2720 unpublished and original work of the Architect and may not be duplicated, used, or disclosed O' 10' 20' 40' Architects Interior Design (206) 223-2742 without the written consent of the Architect. (206) 622 -9462 fax FZID'LL � r li 0F IR 8 9 AL - f-- -4" DIAMETER CORRUGATED, PERFORATED POLYETHYLENE PIPE A A 4" POLYETHYLENE TEE AND RISER 1" PVC PIPE, TYP " FINISH GRADE AT TREE PIT I BUBBLER 7 4" CORRUGATED r ROOT POLYETHYLENE PIPE / BALL 1" PVC PIPE �-1" DIAMETER HOLE THRU L6'BOTTOM OF TEE 90° EL SECTION A -A TREE PIT BUBBLER CIRCLE NOT TO SCALE PLAN / SECTION DESIGNED EM DRA: CHKD: SCALE: EM ED, KN AS NOTED RECOM. CONTRACT: C03057C A King County 'APPROVED -��__ 1PPROVED - is i I IM"TION CONTROLLER AND PEDESTAL PANEL. O- I FINISH GRADE co c W11 ti OUTGOING CONDUITS INCLUDE ONE 2" SPARE STUB OUT 24" AND CAP INCOMING CONDUIT EQQ EQ '611 12" 1611 VFW V — —�•� - - SQUARE CONTROLLER "B" PEDESTAL PANEL NOT TO SCALE SET FLUSH W/ LANDSCAPE FINISH GRADE CAP BUBBLER, SEE IRRIGATION SHEETS L2.1 AND L2.2. PVC PIPE 0 4" PERFORATED 9 POLYETHYLENE PIPE �o �� 4" MINUS WASHED PEA GRAVEL Tim 275640 IRRIGATION BUBBLER NOT TO SCALE SECTION STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT i KENICHI NMANO CERTIFICATE NO. 335 DATE: Department of Transportation - Transit Division 16/6/00 - ----- - - - - -- RENTON TRANSIT CENTER ! CITY OF RENTON . LANDSCAPE DETAILS L3 1 C lee 8CANNEO .NO V • 7 �3 4 I Z O U) > w 0_ I BUS SHELTER OR LIGHTING BUILDING /CUT THROUGH SIDE, FOOTING. SEE STRUCTURAL SEE PLANTING SHEET 1t2. / \ EDGE OF PAVING TREE PIT WITH f - TREE GRATE TREE PIT BUBBLER, SEE " DETAIL 7 /SHEET L3.1. r - 6" IRRIGATION SLEEVNG, TYP. . t IN SHARED TRENCH, SEE DETAIL 2 /SHEET C15. 1 STREET SIDE, IRRIGATION SLEEVING TO RUN SEE PLANTING SHEET L1.2. TIGHT UP TO FOOTINGS TREE PIT. IRRIGATION CONFIGURATION1 NOT TO SCALE TREE STAKING TIES 1-i I I W X z i— 3: Q J o ! o W Z W > W � � V W v WITHOUT SHIFTING W� Z m#-- � KV O Orr C7 L o r 41 c J U') Z O U) > w 0_ I BUS SHELTER OR LIGHTING BUILDING /CUT THROUGH SIDE, FOOTING. SEE STRUCTURAL SEE PLANTING SHEET 1t2. / \ EDGE OF PAVING TREE PIT WITH f - TREE GRATE TREE PIT BUBBLER, SEE " DETAIL 7 /SHEET L3.1. r - 6" IRRIGATION SLEEVNG, TYP. . t IN SHARED TRENCH, SEE DETAIL 2 /SHEET C15. 1 STREET SIDE, IRRIGATION SLEEVING TO RUN SEE PLANTING SHEET L1.2. TIGHT UP TO FOOTINGS TREE PIT. IRRIGATION CONFIGURATION1 NOT TO SCALE TREE STAKING TIES 1-i I I W X z I 1 > & V J o ! o W Z W > W � � V W v WITHOUT SHIFTING Z O U) > w 0_ I BUS SHELTER OR LIGHTING BUILDING /CUT THROUGH SIDE, FOOTING. SEE STRUCTURAL SEE PLANTING SHEET 1t2. / \ EDGE OF PAVING TREE PIT WITH f - TREE GRATE TREE PIT BUBBLER, SEE " DETAIL 7 /SHEET L3.1. r - 6" IRRIGATION SLEEVNG, TYP. . t IN SHARED TRENCH, SEE DETAIL 2 /SHEET C15. 1 STREET SIDE, IRRIGATION SLEEVING TO RUN SEE PLANTING SHEET L1.2. TIGHT UP TO FOOTINGS TREE PIT. IRRIGATION CONFIGURATION1 NOT TO SCALE TREE STAKING TIES 1-i I I NATIVE SOILS I 1 W FORM FIRMED W o0 W > Z Z WITHOUT SHIFTING W� Z m#-- � KV O Orr C7 O o r J U') I�L 45° ac7 TYP; ,N ntn_ MIN. DEPTH *TO Q UNDISTURBED SUBGRADE 3X ROOTBALL DIAMETER W Q 0 m� W Z O U) > w 0_ I BUS SHELTER OR LIGHTING BUILDING /CUT THROUGH SIDE, FOOTING. SEE STRUCTURAL SEE PLANTING SHEET 1t2. / \ EDGE OF PAVING TREE PIT WITH f - TREE GRATE TREE PIT BUBBLER, SEE " DETAIL 7 /SHEET L3.1. r - 6" IRRIGATION SLEEVNG, TYP. . t IN SHARED TRENCH, SEE DETAIL 2 /SHEET C15. 1 STREET SIDE, IRRIGATION SLEEVING TO RUN SEE PLANTING SHEET L1.2. TIGHT UP TO FOOTINGS TREE PIT. IRRIGATION CONFIGURATION1 NOT TO SCALE TREE STAKING TIES NOTES 2x2 WOOD STAKES ARRANGED IN TRIANGULAR SPACING AROUND TREE TRUNK. 3 STAKES PER TREE. BARK OR WOOD CHIP MULCH: 2" DEPTH ALLOW 2" CLEARANCE FROM TRUNK. 81 TOPSOIL I low" W REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING 1. REMOVE STRUCTURAL FILL FROM PLANTING AREA BEFORE BEGINNING TREE PLANTING. 2. SEE SPECS FOR TREE PIT DRAINAGE REQUIREMENTS. 3. SEE DETAIL 5/SHEET L3.2 FOR STREET TREE PLANTING IN PAVED AREAS. 4 TREE" PLANTING AND STAKING NOT TO SCALE ANCHOR ROOTBALL WITH DUCKBILL ANCHOR MODEL 68 -RE OR APPROVED, (3) ANCHORS AT EACH TREE TREE GRATE WITH -- FRAME & ANCHORS, SEE ARCH. 1 , M ; �- o o �I o� o; a; LW J -V MIIrIMUM LW NOTES PLAN SET TOP OF ROOT BALL 6" FLUSH WITH PEA GRAVEL 2" PEA GRAVEL REMOVE BINDING FROM TRUNK. PULL BACK BURLAP TO SIDES OF ROOTBALL. STRUCTURAL FILL. DEPTH VARIES. SEE CIVIL DRAWINGS. TOPSOIL 1-i I I NATIVE SOILS I 1 FORM FIRMED o0 SUPPORT WEIGHT WITHOUT SHIFTING W� Z m#-- � KV O Orr C7 o r J U') 45° ac7 TYP; ,N MIN. DEPTH *TO UNDISTURBED SUBGRADE 3X ROOTBALL DIAMETER NOTES 2x2 WOOD STAKES ARRANGED IN TRIANGULAR SPACING AROUND TREE TRUNK. 3 STAKES PER TREE. BARK OR WOOD CHIP MULCH: 2" DEPTH ALLOW 2" CLEARANCE FROM TRUNK. 81 TOPSOIL I low" W REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING 1. REMOVE STRUCTURAL FILL FROM PLANTING AREA BEFORE BEGINNING TREE PLANTING. 2. SEE SPECS FOR TREE PIT DRAINAGE REQUIREMENTS. 3. SEE DETAIL 5/SHEET L3.2 FOR STREET TREE PLANTING IN PAVED AREAS. 4 TREE" PLANTING AND STAKING NOT TO SCALE ANCHOR ROOTBALL WITH DUCKBILL ANCHOR MODEL 68 -RE OR APPROVED, (3) ANCHORS AT EACH TREE TREE GRATE WITH -- FRAME & ANCHORS, SEE ARCH. 1 , M ; �- o o �I o� o; a; LW J -V MIIrIMUM LW NOTES PLAN SET TOP OF ROOT BALL 6" FLUSH WITH PEA GRAVEL 2" PEA GRAVEL REMOVE BINDING FROM TRUNK. PULL BACK BURLAP TO SIDES OF ROOTBALL. STRUCTURAL FILL. DEPTH VARIES. SEE CIVIL DRAWINGS. TOPSOIL 1. REMOVE STRUCTURAL FILL FROM PLANTING AREA BEFORE TREE PLANTING. 2. SEE SPECS FOR TREE PIT DRAINAGE REQUIREMENTS. NAKANO ASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 te12% 292 9392 Seattle WA 98122 fax 206 292 9640 www.nakawalssodoWs.com DI AAITIKlf% -AT TOCC n1T wiTU t%f3 ATc NOT TO SCALE SECTION PLANT SHRUBS AT r SPECFIED ABOVE LEVEL GROWN IN NURSERY. PLANT GROUND COVERS 1, AT LEVEL GROWN N NURSERY MULCH LAYER =10 2" CLEAR FROM I TRUNK/ STEM , c�O 7 ,A TOPSOIL L3.2 PLANTING BED FLASH WIDTH 20F PLANTING + + GRADE ROOTBALL 1/2 SPECEED SPACING, TYP iD} i El = i ! REMOVE BMW FROM TRUNK, PULL BURLAP EDGE OF PLANTING BACK TO SIDES OF BED OR PAVING SCARIFY BOTTOM ROOTBALL. EXPOSE NO & SIDE OF BURLAP TO SURFACE NOTE REMOVE STRUCTURAL FILL FROM PLANTING AREA PLANTING PIT AFTER BACKFILLING. BEFORE BEGINNING SHRUB AND GROUND COVER PLANTING. SHRUG AND GROUND COVER PLANTING AND SPACING NOT TO SCALE 'NOTES 1. REMOVE CRUSHED ROCK, CONCRETE, ASPHALT &OTHER CONSTRUCTION DEBRIS FROM MEDIAN PRIOR TO TOPSOIL INSTALLATION. 2. TOPSOIL SEE DETAIL 7 /SHEET L3.2 FOR SOIL PREPARATION IN MEDIAN. 3. MULCH ALL SHRUB AND GROUNDCOVER AREAS, HOLD FINISH GRADE OF MULCH DOWN 1" FROM TOP OF CURB LANDSCAPE GRADING IN MEDIAN NOT TO SCALE Job No.: 97032.00 Ref. North Maritt-Pard in' Members of Architecture APlmdteriol*Mooring herein conatitutea the The American Urban Design Institute of Plonnin unpublished and original work of the Architect g and moy not be duplicated, used. or disclosed 0' 10' 20' 40' Architects Interior Design without the written consent of the Architect. 1 ' f , it �i 91 SECTION 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622-9462 fax � 1 0 F I;t 0 9 1. i . NOTES SECOND 4" LIFT OF TOPSOIL FINISH LANDSCAPE GRADE EXISTING SUBGRADE FIRST 2" LIFT OF TOPSOIL ROTOTILLED INTO SUBGRADE UNDISTURBED SUBGRADE 1. THIS DETAIL IS APPLICABLE TO ALL SHRUB AND GROUP COVER AREAS. 2• FINISH GRADE IS TOP OF CURBS AND SIDEWALKS. 3. COMPACT SUBGRADE AND TOPSOIL TO A MAXIMUM DENSITY Of BS% IN ALL PLANTED AREAS. IF COMPACTION EXCEEDS 857., CONTRACTOR SHALL RIP OR PLOW SUBGRADE TO A 12" DEPTH. TOPSOIL INSTALLATION NOT TO SCALE SECTION SIDEWALK PARKING AREA TREE GUARD MULCH, 2" DEPTH TOPSOIL TREE STAKE, SECURE TO BOTTOM OF TREE GUARD EQ Ep PER MANUFACTURERS RECOMMENDATIONS ENSURE TREE STAKE BLADES ARE PARALLEL TO ROOT BALL ON ALL SIDES CUT THROUGH PLANTING STRIP NOT TO SCALE EDGE OF SIDEWALK OR MEDIAN CURB FINISH GRADE AT PLANTING AREA ON ROOT BARRIER: INSTALL WHERE \\/ �\ SHOWN ON PLANTING SHEET L1.1 �� A UNDISTURBED NOTE SUBGRADE 1. PROTECT SIDEWALK FROM BEING UNDERMINED DURING ROOT BARRIER INSTALLATION. 2. ENSURE THAT TOP OF SIDEWALK, ROOT BARRIER, AND TOPSOIL ARE FLUSH TO EACH OTHER. ROOT BARRIER NOT TO SCALE SECTION SECTION T ?7564 13 DESIGNED EM Department of Transportation - Transit Division ,---- DRAB CHKD� SCALE EM ED, KN AS NOTED RENTON TRANSIT CENTER RECOM. CONTRACT: CITY OF RENTON C03057C King County APPROVED _ LANDSCAPED DETAILS E AILS STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KENICHI NAKANO CERTIFICATE NO. 335 !DATE X6/6/00 - - -- -FILE -- - - - --- 4DWG. N0. - - - - - -- L3.2 SCANNED NUV • 1-i I I NATIVE SOILS I 1 FORM FIRMED SOIL MOUND TO SUPPORT WEIGHT WITHOUT SHIFTING 1. REMOVE STRUCTURAL FILL FROM PLANTING AREA BEFORE TREE PLANTING. 2. SEE SPECS FOR TREE PIT DRAINAGE REQUIREMENTS. NAKANO ASSOCIATES LLC Landscape Architects 300 East Pike, Suite 2000 te12% 292 9392 Seattle WA 98122 fax 206 292 9640 www.nakawalssodoWs.com DI AAITIKlf% -AT TOCC n1T wiTU t%f3 ATc NOT TO SCALE SECTION PLANT SHRUBS AT r SPECFIED ABOVE LEVEL GROWN IN NURSERY. PLANT GROUND COVERS 1, AT LEVEL GROWN N NURSERY MULCH LAYER =10 2" CLEAR FROM I TRUNK/ STEM , c�O 7 ,A TOPSOIL L3.2 PLANTING BED FLASH WIDTH 20F PLANTING + + GRADE ROOTBALL 1/2 SPECEED SPACING, TYP iD} i El = i ! REMOVE BMW FROM TRUNK, PULL BURLAP EDGE OF PLANTING BACK TO SIDES OF BED OR PAVING SCARIFY BOTTOM ROOTBALL. EXPOSE NO & SIDE OF BURLAP TO SURFACE NOTE REMOVE STRUCTURAL FILL FROM PLANTING AREA PLANTING PIT AFTER BACKFILLING. BEFORE BEGINNING SHRUB AND GROUND COVER PLANTING. SHRUG AND GROUND COVER PLANTING AND SPACING NOT TO SCALE 'NOTES 1. REMOVE CRUSHED ROCK, CONCRETE, ASPHALT &OTHER CONSTRUCTION DEBRIS FROM MEDIAN PRIOR TO TOPSOIL INSTALLATION. 2. TOPSOIL SEE DETAIL 7 /SHEET L3.2 FOR SOIL PREPARATION IN MEDIAN. 3. MULCH ALL SHRUB AND GROUNDCOVER AREAS, HOLD FINISH GRADE OF MULCH DOWN 1" FROM TOP OF CURB LANDSCAPE GRADING IN MEDIAN NOT TO SCALE Job No.: 97032.00 Ref. North Maritt-Pard in' Members of Architecture APlmdteriol*Mooring herein conatitutea the The American Urban Design Institute of Plonnin unpublished and original work of the Architect g and moy not be duplicated, used. or disclosed 0' 10' 20' 40' Architects Interior Design without the written consent of the Architect. 1 ' f , it �i 91 SECTION 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622-9462 fax � 1 0 F I;t 0 9 1. i . NOTES SECOND 4" LIFT OF TOPSOIL FINISH LANDSCAPE GRADE EXISTING SUBGRADE FIRST 2" LIFT OF TOPSOIL ROTOTILLED INTO SUBGRADE UNDISTURBED SUBGRADE 1. THIS DETAIL IS APPLICABLE TO ALL SHRUB AND GROUP COVER AREAS. 2• FINISH GRADE IS TOP OF CURBS AND SIDEWALKS. 3. COMPACT SUBGRADE AND TOPSOIL TO A MAXIMUM DENSITY Of BS% IN ALL PLANTED AREAS. IF COMPACTION EXCEEDS 857., CONTRACTOR SHALL RIP OR PLOW SUBGRADE TO A 12" DEPTH. TOPSOIL INSTALLATION NOT TO SCALE SECTION SIDEWALK PARKING AREA TREE GUARD MULCH, 2" DEPTH TOPSOIL TREE STAKE, SECURE TO BOTTOM OF TREE GUARD EQ Ep PER MANUFACTURERS RECOMMENDATIONS ENSURE TREE STAKE BLADES ARE PARALLEL TO ROOT BALL ON ALL SIDES CUT THROUGH PLANTING STRIP NOT TO SCALE EDGE OF SIDEWALK OR MEDIAN CURB FINISH GRADE AT PLANTING AREA ON ROOT BARRIER: INSTALL WHERE \\/ �\ SHOWN ON PLANTING SHEET L1.1 �� A UNDISTURBED NOTE SUBGRADE 1. PROTECT SIDEWALK FROM BEING UNDERMINED DURING ROOT BARRIER INSTALLATION. 2. ENSURE THAT TOP OF SIDEWALK, ROOT BARRIER, AND TOPSOIL ARE FLUSH TO EACH OTHER. ROOT BARRIER NOT TO SCALE SECTION SECTION T ?7564 13 DESIGNED EM Department of Transportation - Transit Division ,---- DRAB CHKD� SCALE EM ED, KN AS NOTED RENTON TRANSIT CENTER RECOM. 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CONTRACT: DWG. NO. The American Urban Design Suite 405 600 108th Avenue NE, Suite 660 RECOM. 1 pQ °�'o SI G NAG E DESIGN PACKAGE All material appearing herein constitutes the Institute of Planning g Seattle, Washington - C03057 Q unpublished and original work of the Architect 9 98121 -2720 Bellevue, WA 48004 ASA2 z 7*d ._ ., s7 and may not be duplcated, used, or disclosed Architects Interior Design 206 223 -2742 King County without the written consent of the Architect. ( ) 425.646.6525 APPROVED (206) 622 -9462 fax SIGN LOCATION PLAN a C` 0J. T- s*, 4 F SCA"I"L U NO V- 7 2003 M X Z J 0 Ua 0o 0 Z Z w _j F' LL ZL4 �LLW W Z J WJ 4 WU > 0. a W tR 0 m Z O W M "A .f 11+OIQ 12+010 13+00 $ 16+010 15+00 15+6125 31 Key: 1: ST1 e , 45•ST 8 46: ST 8 •�Y point 500 point 502 .�....�_ _� sign location sign type . �. 12.ST4 i a number - point 505 •� • 9•ST -4 56: ST 11 $. � point 506 ' {} f _ - Notes: k : � . �.=- -- 57: ST 11 1. 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CONTRACT: DWG. NO. The American Urban Design Suite 405 600 108th Avenue NE, Suite 660 RECOM. 1 pQ °�'o SI G NAG E DESIGN PACKAGE All material appearing herein constitutes the Institute of Planning g Seattle, Washington - C03057 Q unpublished and original work of the Architect 9 98121 -2720 Bellevue, WA 48004 ASA2 z 7*d ._ ., s7 and may not be duplcated, used, or disclosed Architects Interior Design 206 223 -2742 King County without the written consent of the Architect. ( ) 425.646.6525 APPROVED (206) 622 -9462 fax SIGN LOCATION PLAN a C` 0J. T- s*, 4 F SCA"I"L U NO V- 7 2003 M tu WJ WU > Z W Y oo W Q = a IL 0) G o U 4C 0. a W tR 0 m Z O W M "A .f 11+OIQ 12+010 13+00 $ 16+010 15+00 15+6125 31 Key: 1: ST1 e , 45•ST 8 46: ST 8 •�Y point 500 point 502 .�....�_ _� sign location sign type . �. 12.ST4 i a number - point 505 •� • 9•ST -4 56: ST 11 $. � point 506 ' {} f _ - Notes: k : � . �.=- -- 57: ST 11 1. 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CONTRACT: DWG. NO. The American Urban Design Suite 405 600 108th Avenue NE, Suite 660 RECOM. 1 pQ °�'o SI G NAG E DESIGN PACKAGE All material appearing herein constitutes the Institute of Planning g Seattle, Washington - C03057 Q unpublished and original work of the Architect 9 98121 -2720 Bellevue, WA 48004 ASA2 z 7*d ._ ., s7 and may not be duplcated, used, or disclosed Architects Interior Design 206 223 -2742 King County without the written consent of the Architect. ( ) 425.646.6525 APPROVED (206) 622 -9462 fax SIGN LOCATION PLAN a C` 0J. T- s*, 4 F SCA"I"L U NO V- 7 2003 M r ri ROLL 'r1 �I91� FIR '093 00.$% 7-- SCANNED NOV • 7 2003 to A 4 v 3 E in jE 4 i" C CD i � m a t� 0 Z. J 49 j 01-95 Q FZ ❑ ¢O WN O x Y Z� <t $ m..2� o �� b _j o IoW z �a w ir o l11611 a:& N o 1 CM� _Cc �E N �m WU > (.5 C6 Y U a.: w Q Qw z0 Wy0< i— U �H— Z z< d� w 2 U) Z �'-- — cr Q u� Cl) w w O Q0 Z� �w pM (D Cr Z z �— � o� w� �� z— -- wU) a:o N Z Lu 0 C) T VJ Q z 3 E in jE 4 i" C CD i � m a t� 0 Z. 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Sign Type 2: Metro Information @ P.S.C. 3' -7„ Sign Type 3: Kiosk Facing North /South to I to 3/4 = 1 M0 Lei -1 Job No.: 97032.00 All materiel appeoring herein constitutes the unpublished and IgInel work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. a 0 i( 1 Cn al Eq. 41_6 ., Eq. ` Eq. --`� 2 8 3 0 ji`i� "- �. i J .LiA. TR Eq.- - ---* 2 " Z— -- :ii�L.Gli 4, -4., 112" thick stainless steel letters mounted flush to kiosk Standard Metro extrusions, metal panels and 1/4" thick laminated safety glass furnished by owner and installed by contractor. Schedule information furnished and installed by owner. Standard Metro extrusions, metal panels and 1/4" thick laminated safety glass furnished by owner installed by contractor. Ref. North 11111WI111111111illI111 I +F_ — Members Architecture The American Urban Design Institute of Planning Q1 41 g1 16. Architects Interior Design IRO�.L '�1 `,91LL 1701 Commerce Vacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 206) 223 -2742 206) 622 -9462 fox FR ILILM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 415.646.6525 Detail 1 1.. =1._0" 5' -1 " 9 4' -10" 51-211 31-711 Graphics TBD Graphics TBD fl; 111 1� off s � fil Ili/ � Ili! iiii all _(3 JUZ N W 0 3 _j o IoW o H` Z -j W LL V 4 N V N z m 0 Ch o� 114" stainless steel letters on 1/811 steel back g round Paint color r--- -- C t Y I i --T_ t� P" __ -- ------ - - - - -- 71 Schedule information, Transit Center _,, As-A' Map, Area Route Map or additional schedule information by owner Area 1; Transit t. =: .• jtt Route Center � : s - - - -- -- ' I Map Map AS.A4 Accessible Pay Telephone by others NIC FH - Standard Metro metal panels, extrusions - - - - - - - - - - - - - • and 1/4" thick laminated safety glass furnished by owner installed by contractor i -4 H r r.fe -*i _ t;Ps64 • 8 N Ea. Sign Type 2: Metro Information @ P.S.C. 3' -7„ Sign Type 3: Kiosk Facing North /South to I to 3/4 = 1 M0 Lei -1 Job No.: 97032.00 All materiel appeoring herein constitutes the unpublished and IgInel work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. a 0 i( 1 Cn al Eq. 41_6 ., Eq. ` Eq. --`� 2 8 3 0 ji`i� "- �. i J .LiA. TR Eq.- - ---* 2 " Z— -- :ii�L.Gli 4, -4., 112" thick stainless steel letters mounted flush to kiosk Standard Metro extrusions, metal panels and 1/4" thick laminated safety glass furnished by owner and installed by contractor. Schedule information furnished and installed by owner. Standard Metro extrusions, metal panels and 1/4" thick laminated safety glass furnished by owner installed by contractor. Ref. North 11111WI111111111illI111 I +F_ — Members Architecture The American Urban Design Institute of Planning Q1 41 g1 16. Architects Interior Design IRO�.L '�1 `,91LL 1701 Commerce Vacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 206) 223 -2742 206) 622 -9462 fox FR ILILM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 415.646.6525 Detail 1 1.. =1._0" 5' -1 " 9 4' -10" 51-211 31-711 Graphics TBD Graphics TBD fl; 111 1� off s � fil Ili/ � Ili! iiii all W WJ_ tt _j IAJ z WU > Uj 3 Y U CL 4 a°C. a Q H Q m 0 Ch o� 114" stainless steel letters on 1/811 steel back g round Paint color r--- -- C t Y I i --T_ t� P" __ -- ------ - - - - -- 71 Schedule information, Transit Center _,, As-A' Map, Area Route Map or additional schedule information by owner Area 1; Transit t. =: .• jtt Route Center � : s - - - -- -- ' I Map Map AS.A4 Accessible Pay Telephone by others NIC FH - Standard Metro metal panels, extrusions - - - - - - - - - - - - - • and 1/4" thick laminated safety glass furnished by owner installed by contractor i -4 H r r.fe -*i _ t;Ps64 • 8 N Ea. Sign Type 2: Metro Information @ P.S.C. 3' -7„ Sign Type 3: Kiosk Facing North /South to I to 3/4 = 1 M0 Lei -1 Job No.: 97032.00 All materiel appeoring herein constitutes the unpublished and IgInel work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. a 0 i( 1 Cn al Eq. 41_6 ., Eq. ` Eq. --`� 2 8 3 0 ji`i� "- �. i J .LiA. TR Eq.- - ---* 2 " Z— -- :ii�L.Gli 4, -4., 112" thick stainless steel letters mounted flush to kiosk Standard Metro extrusions, metal panels and 1/4" thick laminated safety glass furnished by owner and installed by contractor. Schedule information furnished and installed by owner. Standard Metro extrusions, metal panels and 1/4" thick laminated safety glass furnished by owner installed by contractor. Ref. North 11111WI111111111illI111 I +F_ — Members Architecture The American Urban Design Institute of Planning Q1 41 g1 16. Architects Interior Design IRO�.L '�1 `,91LL 1701 Commerce Vacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 206) 223 -2742 206) 622 -9462 fox FR ILILM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 415.646.6525 Detail 1 1.. =1._0" 5' -1 " 9 4' -10" 51-211 31-711 Graphics TBD Graphics TBD fl; 111 1� off s � fil Ili/ � Ili! iiii all [I011[I1111 li Bill Detail 2 NAX, 1 #7 1 0" N!L' Notes: 1. See architectural A3.7 for mounting detail 2. Owner to verify exact dimensions of display panels Paint color #S2 Standard Metro extrusion Paint color #SS Standard Metro extrusion Paint color #SS This T - 27SbSI Standard Metro extrusion Paint color #S5 (P.O.I.C. Typ.) See A3.7 for tube steel. DESIGNED Department of Transportation - Transit Division DATE: ILIUM 616/00 DRA: CHKD: SCALE: FILE IRO ICLS IWO =1'-0', RENTON TRANSIT CENTER RECOM. CONTRACT: 100% SIGNAGE DESIGN PACKAGE DWG. NO. - � C03057 ASA4 King County APPROVED SIGN TYPE 2: METRO INFORMATION AT P.S.C. SIGN TYPE 3: KIOSK SIGNAGE ��►; T -z s'b t/ scAnrvEO NOV • 7 2003 B A � • [I011[I1111 li Bill Detail 2 NAX, 1 #7 1 0" N!L' Notes: 1. See architectural A3.7 for mounting detail 2. Owner to verify exact dimensions of display panels Paint color #S2 Standard Metro extrusion Paint color #SS Standard Metro extrusion Paint color #SS This T - 27SbSI Standard Metro extrusion Paint color #S5 (P.O.I.C. Typ.) See A3.7 for tube steel. DESIGNED Department of Transportation - Transit Division DATE: ILIUM 616/00 DRA: CHKD: SCALE: FILE IRO ICLS IWO =1'-0', RENTON TRANSIT CENTER RECOM. CONTRACT: 100% SIGNAGE DESIGN PACKAGE DWG. NO. - � C03057 ASA4 King County APPROVED SIGN TYPE 2: METRO INFORMATION AT P.S.C. SIGN TYPE 3: KIOSK SIGNAGE ��►; T -z s'b t/ scAnrvEO NOV • 7 2003 B A � • 0 c 2 a Eq. o T-7" Eq W W i11611 Q � s t cc t G ---- -- - Standard Metro extrusion, metal panels and 1/4 thick laminated safety glass furnished by owner installed by contractor ............. .. 4 W 0 :tea . . . . . . . ......... . ........ .... a: Q Q E "Z WY Eq. ,� 4 ---� E � - .tom -�i r Z 1 .:/ A: WCn Eq. R - - - -- -- - - ----------- ____,� .. 0 z �i - , -� R = K 112 thick stainless steel letters Cn 4 T. mounted flush to kiosk Z W Q i R �6 K" Q ° WJME TFW ; City of Renton logo artwork k and metal � " � � p anel furnished and installe d by owner. ZQ W iF oz a- 6 ' " Metro logo artwork and � metal panel Z 5' -1 furnished and installed by own er. W CC 10 R z ; " Standard Metro extrusion, -- Transit I Re tonal e metal panels and 1/4 thick laminated r U) g 3 Center Map 1 � safety glass furnished by owner installed I 3 Map by contractor. AS.A5 a � + i Inserts furnished and installed by owner. 0, H ,0 ,00 4) ------------------------ U. :;7 00 Z � a W as : zol-�� c�� IE Sign Type 3: Kiosk Facing North /South N Yp g C M 3/4 "= 1._D,. _L a� �Q 0 =Z J — UA Q HZ (n WN NC 0 °_ q 0 M d Z 31-61/2" Sign Type 3: Kiosk Facing Sidewalk It I It 3/4 =1 =0 I nless steel phone and text -tele graphics on 1/8" steel background or #S2 N.J.C.,. nless steel telephone on 1/8" steel background or #S2 N-1-C,,.,. ixt- Telephone by others NIC 'I panel or #S2 N.I.G. A 1701 Commerce ibcoma, Washington Job No.: 97032.00 Ref. Noah 98402 -3207 -- (253) 383 -8700 (253) 383 -8728 fax Members Architecture 1000 Lenora St. All material appearing herein constitutes the The American Urban Design Suite 405 q Institute of Planning Seattle, Washington unpublished and ortgqfinal work of the Architect and may not be duplkated, used, or disclosed fl' 2' 4' g' Architects Interior sign 2061223 -2742 without the written consent of the Architect. 206) 622 -9462 fax Fpt - • • 1 T I 51-111 3,_7" E � o l f z jQ King Umnty METRO Transit Center Map Regional Map � Detail N.T,C. _ 1 //= /_0 // 4'_7" 3' -6 1/2„ Notes: 1. See architectural section for mounting detail 2. Owner to verify exact dimensions of display panels Metro extrusion Paint color #S5 (P. O.I.C.) 2 "x2" tube steel. Ref: Architectural T4m 2756 S2 112" 112" 11-11211 11211 21 11 . 1 -5 1/4`,\\-2"-,/11 -5 1/4'r 2 " 112 1 1- T" 11211 -\ 2 " 1/2" ILIiM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 425.646.6525 ♦dSW _ mama. 0 Z9 5 2" Detail 4 1 •• _ 1. o f# DESIGNED ILIUM DRA: CHKD: IRO CLS RECOM. - Z74�� King County APPROVED 3� 11 A mama. mass inseam N.I.C. a Paint color #SS Department of ansportation - Thnsit Division AS NOTED RENTON TRANSIT CENTER CONTRACT: 100% SIGNAGE DESIGN PACKAGE C03057 SIGN TYPE 3: KIOSK SIGNAGE DATE: 6/6/00 FILE DWG. NO. AS.A5 Ca; 7- .� s� d r SCANNED NOV • 7 2003 4 0 2 W = 2 U U W cc WO F- W JUU z 0 LL O a J LL0LU Q fA U GA 0 q 0 M d Z 31-61/2" Sign Type 3: Kiosk Facing Sidewalk It I It 3/4 =1 =0 I nless steel phone and text -tele graphics on 1/8" steel background or #S2 N.J.C.,. nless steel telephone on 1/8" steel background or #S2 N-1-C,,.,. ixt- Telephone by others NIC 'I panel or #S2 N.I.G. A 1701 Commerce ibcoma, Washington Job No.: 97032.00 Ref. Noah 98402 -3207 -- (253) 383 -8700 (253) 383 -8728 fax Members Architecture 1000 Lenora St. All material appearing herein constitutes the The American Urban Design Suite 405 q Institute of Planning Seattle, Washington unpublished and ortgqfinal work of the Architect and may not be duplkated, used, or disclosed fl' 2' 4' g' Architects Interior sign 2061223 -2742 without the written consent of the Architect. 206) 622 -9462 fax Fpt - • • 1 T I 51-111 3,_7" E � o l f z jQ King Umnty METRO Transit Center Map Regional Map � Detail N.T,C. _ 1 //= /_0 // 4'_7" 3' -6 1/2„ Notes: 1. See architectural section for mounting detail 2. Owner to verify exact dimensions of display panels Metro extrusion Paint color #S5 (P. O.I.C.) 2 "x2" tube steel. Ref: Architectural T4m 2756 S2 112" 112" 11-11211 11211 21 11 . 1 -5 1/4`,\\-2"-,/11 -5 1/4'r 2 " 112 1 1- T" 11211 -\ 2 " 1/2" ILIiM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 425.646.6525 ♦dSW _ mama. 0 Z9 5 2" Detail 4 1 •• _ 1. o f# DESIGNED ILIUM DRA: CHKD: IRO CLS RECOM. - Z74�� King County APPROVED 3� 11 A mama. mass inseam N.I.C. a Paint color #SS Department of ansportation - Thnsit Division AS NOTED RENTON TRANSIT CENTER CONTRACT: 100% SIGNAGE DESIGN PACKAGE C03057 SIGN TYPE 3: KIOSK SIGNAGE DATE: 6/6/00 FILE DWG. NO. AS.A5 Ca; 7- .� s� d r SCANNED NOV • 7 2003 4 0 2 0 W_J W 'Z V 0 3 Y c¢ 4 0 (on 0 Q a a W O q 0 M d Z 31-61/2" Sign Type 3: Kiosk Facing Sidewalk It I It 3/4 =1 =0 I nless steel phone and text -tele graphics on 1/8" steel background or #S2 N.J.C.,. nless steel telephone on 1/8" steel background or #S2 N-1-C,,.,. ixt- Telephone by others NIC 'I panel or #S2 N.I.G. A 1701 Commerce ibcoma, Washington Job No.: 97032.00 Ref. Noah 98402 -3207 -- (253) 383 -8700 (253) 383 -8728 fax Members Architecture 1000 Lenora St. All material appearing herein constitutes the The American Urban Design Suite 405 q Institute of Planning Seattle, Washington unpublished and ortgqfinal work of the Architect and may not be duplkated, used, or disclosed fl' 2' 4' g' Architects Interior sign 2061223 -2742 without the written consent of the Architect. 206) 622 -9462 fax Fpt - • • 1 T I 51-111 3,_7" E � o l f z jQ King Umnty METRO Transit Center Map Regional Map � Detail N.T,C. _ 1 //= /_0 // 4'_7" 3' -6 1/2„ Notes: 1. See architectural section for mounting detail 2. Owner to verify exact dimensions of display panels Metro extrusion Paint color #S5 (P. O.I.C.) 2 "x2" tube steel. Ref: Architectural T4m 2756 S2 112" 112" 11-11211 11211 21 11 . 1 -5 1/4`,\\-2"-,/11 -5 1/4'r 2 " 112 1 1- T" 11211 -\ 2 " 1/2" ILIiM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 425.646.6525 ♦dSW _ mama. 0 Z9 5 2" Detail 4 1 •• _ 1. o f# DESIGNED ILIUM DRA: CHKD: IRO CLS RECOM. - Z74�� King County APPROVED 3� 11 A mama. mass inseam N.I.C. a Paint color #SS Department of ansportation - Thnsit Division AS NOTED RENTON TRANSIT CENTER CONTRACT: 100% SIGNAGE DESIGN PACKAGE C03057 SIGN TYPE 3: KIOSK SIGNAGE DATE: 6/6/00 FILE DWG. NO. AS.A5 Ca; 7- .� s� d r SCANNED NOV • 7 2003 4 0 I is it 91 L �1- R 096 I ot 7-- 2 7 PSt P SCANNEO NOV - 7 2003 -4 • 41 a ri ROIL r1 i!91LL FR Q97 I SCANNED NOV - 7 2003 U I r 1i j N c � T �a =z a � z 0 .W11 >FX O 0 Z J Q U N Jt�Z �=o U N W 0 2 J 2C C1 W LL ~O �z� LL V iq 8 0<. W JIM z t>+i -j 4 Q o U. W r 1i j N c � T �a =z a � z 0 .W11 >FX O 0 Z J Q U N Jt�Z �=o U N W 0 2 J 2C C1 W LL ~O �z� LL V iq CL0 ILL z W 00 z j z � �m W W WY W= W r �Cc Z< ac U z Cr �J 0 z w u.J Q M Q C� M Q a: w zt .2 H (.D o z W >- � <c F ( � - �.... M Z W Cl) z `� cl� �w °(D U) T d z M r 1i j N c � T �a =z a � z 0 .W11 >FX O 0 Z J Q U N Jt�Z �=o U N W 0 2 J 2C C1 W LL ~O �z� LL V iq CL0 ILL z 0 Co °Cc Cc 00 ce j p 60) G W W U a �. W r �Cc E V Y > r 1i j N c � T �a =z a � z 0 .W11 >FX O 0 Z J Q U N Jt�Z �=o U N W 0 2 J 2C C1 W LL ~O �z� LL V iq m Z O CcN W 0;-0 1/2" 1 1/4 It F - � a i A --- ,�,�.A10 i i i � f �� 0 •fi ' .__: 2 1 /4 12 II 1 21-0111 Verify 14' -4 " g /_0„ Y :17S In rn �In ,S j Sign Type 4: Bay Marker 1/2 =1 =0 1 1-0 /1 cut out vinyl graphics. Color #S6 3/4" x 3/4" square aluminum bar frame paint color #SS ;,� �---- 1/8" thick aluminum sign panel. Paint color #S2 armature to match lamp armature by light pole manufacturer removable Metro route panels by owner 0'6 "IN AS.A8 . Braille bay number furnished and installed by owner Detail 6 3 "_ 1 ' o.. 4' -4"i cut out vinyl graphics. Color #S6 3/4 "x 3/411 square aluminum bar frame. Paint color #S5 1/8" thick aluminum sign panel. Paint color #S2 hex head set screw bracket paint color # S5 mounted to square pole with flat head drive rivets. Metro route panel furnished and installed by owner 1701 Commerce '8iicoma, Washington Job No.: 97032.00 Ref. North am 98402 -3207 -}- (253) 383 -8700 (253) 383 -8728 fax Members Architecture h000 Lenora St. The American Urban Design suite 405 All materiel sppserinq herein constitutes the Institute of Planning 9 Seattle, Washington unpublished end ai nal work of the Architect g 981 21 -2 720 end may not be dupi�cated, used, or disclosed 0' 0.66' 1.33' 2.66' Architects Interior Desi9n Z06 223 -2742 without the written consent of the Architect. 1206) 622 -9462 fax L 91 F I;t 3r -0/' 4r, 2'_2// I I/ i r C I -0 If 21/4 12 7 "i 2' -11 -I 2, -0 II Verify 8I -0 If i ; Sign Type 5: Bay Marker with Banner 1/2 =1 .0" 11-011 11211 1 1/4 ll 1- EQ. 41/411 EQ. 9 Detail 7 3" -1' -0" ILILM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 425-646-6525 09 1 8 G, /IP 174 175 t�v �1 tI DESIGNED ILIUM DRA: CHKD: IRO ICLS RECOM. King County APPRO D I banner N.I. G- 3/4" x 3/4" square aluminum bar frame paint color #S5 1/8" thick aluminum sign panel. Paint color #S2 armature to match lamp armature by light pole manufacturer removable Metro route panels by owner Braille bay number furnished and installed by owner T,4oaX754 5S cut out vinyl graphics. Color #S6 1/8" thick aluminum sign panel. Paint color #S2 hex head set screw bracket paint color #S5 mounted to square pole with flat head drive rivets. Metro route panel furnished and installed by owner Department of'kansportation - 'Ransit Division DATE: 6/6/00 SCALE: I AS NOTED RENTON TRANSIT CENTER FILE CONTRACT: 100% SIGNAGE DESIGN PACKAGE DWG. NO. C03057 SIGN TYPE 4: BAY MARKERS AS.A$ SIGN TYPE 5: BAY MARKER WITH BANNER CO; 7-_ z r 6 SCAN E � o Nov 72003 4 IF j p 60) G W W W Z¢ V Y > �J W a N G D U d M W 111110 t( m Z O CcN W 0;-0 1/2" 1 1/4 It F - � a i A --- ,�,�.A10 i i i � f �� 0 •fi ' .__: 2 1 /4 12 II 1 21-0111 Verify 14' -4 " g /_0„ Y :17S In rn �In ,S j Sign Type 4: Bay Marker 1/2 =1 =0 1 1-0 /1 cut out vinyl graphics. Color #S6 3/4" x 3/4" square aluminum bar frame paint color #SS ;,� �---- 1/8" thick aluminum sign panel. Paint color #S2 armature to match lamp armature by light pole manufacturer removable Metro route panels by owner 0'6 "IN AS.A8 . Braille bay number furnished and installed by owner Detail 6 3 "_ 1 ' o.. 4' -4"i cut out vinyl graphics. Color #S6 3/4 "x 3/411 square aluminum bar frame. Paint color #S5 1/8" thick aluminum sign panel. Paint color #S2 hex head set screw bracket paint color # S5 mounted to square pole with flat head drive rivets. Metro route panel furnished and installed by owner 1701 Commerce '8iicoma, Washington Job No.: 97032.00 Ref. North am 98402 -3207 -}- (253) 383 -8700 (253) 383 -8728 fax Members Architecture h000 Lenora St. The American Urban Design suite 405 All materiel sppserinq herein constitutes the Institute of Planning 9 Seattle, Washington unpublished end ai nal work of the Architect g 981 21 -2 720 end may not be dupi�cated, used, or disclosed 0' 0.66' 1.33' 2.66' Architects Interior Desi9n Z06 223 -2742 without the written consent of the Architect. 1206) 622 -9462 fax L 91 F I;t 3r -0/' 4r, 2'_2// I I/ i r C I -0 If 21/4 12 7 "i 2' -11 -I 2, -0 II Verify 8I -0 If i ; Sign Type 5: Bay Marker with Banner 1/2 =1 .0" 11-011 11211 1 1/4 ll 1- EQ. 41/411 EQ. 9 Detail 7 3" -1' -0" ILILM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 425-646-6525 09 1 8 G, /IP 174 175 t�v �1 tI DESIGNED ILIUM DRA: CHKD: IRO ICLS RECOM. King County APPRO D I banner N.I. G- 3/4" x 3/4" square aluminum bar frame paint color #S5 1/8" thick aluminum sign panel. Paint color #S2 armature to match lamp armature by light pole manufacturer removable Metro route panels by owner Braille bay number furnished and installed by owner T,4oaX754 5S cut out vinyl graphics. Color #S6 1/8" thick aluminum sign panel. Paint color #S2 hex head set screw bracket paint color #S5 mounted to square pole with flat head drive rivets. Metro route panel furnished and installed by owner Department of'kansportation - 'Ransit Division DATE: 6/6/00 SCALE: I AS NOTED RENTON TRANSIT CENTER FILE CONTRACT: 100% SIGNAGE DESIGN PACKAGE DWG. NO. C03057 SIGN TYPE 4: BAY MARKERS AS.A$ SIGN TYPE 5: BAY MARKER WITH BANNER CO; 7-_ z r 6 SCAN E � o Nov 72003 4 IF I I it 1IRID LL Y1 FR t 7` NOV - 7 2003 A, 0 i v ,• M FZIDLL I N. l l 1191 qty r 1 `tj , F i y.. M SCANNED NOV • 7 2003 M 4 I iE ''� 18 W t= O =Z j.- a-' Q a Pz M0 Wni >r �E m CN a� W t1 O Z Z LL Z 0(D 00 < Q � 0 �W Uj Y tv Q W �w Z F- Z Z� Uz W o Z F-- _ 0 � Z d° o< CC 0� Oz VJ (D Z w w w o CL- 0- °o Cn cn O =Z j.- a-' Q a Pz M0 Wni >r �E m CN a� W t1 O CL LL Z mCc ° 00 t» 0 W Q J LL V �p Z tv Q W �w U� CL W >` �E �m O =Z j.- a-' Q a Pz M0 Wni >r �E m CN a� W t1 O �2 U 0 0 'Z JOU Z 0 LL O Z , W Q J LL V �p 4 U N Y E n i 4 112 " 9 a 11" 3/4 5/8 1 /4 " 1 It 3/8 3/4 5/8 1/8 "-t-- - - -- 5/8 1 3/8" 112 ". i -- -- 1/210 x1/2" steel angle Paint color #S5 i r E Color #S3 i f r i RESTROOM 112 SEE ATTENDANT FOR ENTRY 8 112 Sign Type 9a: Mounted Tactile Room Identification Sign Half Size W W? O O� ¢ W W Z YV O W 0= 2 d O O U Q M 1/4 it stainless st 0. graphic on 1 /8" ste( a P W Q D m I Accessible F Z 0 Vi > frofe i� Tactile photo polymer sign face Paint background color #S2 Text TB D 11" 3/8 r 1 1/2 i t M F ' 3 112 "i 1 a 1121, 5/8 " 8 .. 0 AUTHORIZED ! s i � PERSONNEL ONLY . %s 3/811! " 3/8" r — - -- - -O 1 1/8 "I 1121 i 112 u LIM 1/2" 1/219 x1/2" steel angle Paint color #S5 Color #S4 Color #S3 Tactile photo polymer sign face Paint background color #S2 Sign Type 9b: Wall Mounted Tactile Room Identification Sign 'Half Size f 5. _Q Notes: 1. See schedule for layout and message -- Strike side of door S.Al2 c � i 9„ 3„ r d a•�sr � i I I i .r• A - e Y .; �3 s s Sign Type 9: Mounted Tactile Room Identification Sign 3/4 " =1' -0" T - ?75b S'8 bign Type 1U: wall Mounted 5ign 1/2 ..`1._0,. Job No.: 97032.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplcated, used, or disclosed without the written consent of the Architect. Ref. North 0' 1' 2' 4' Merritt -Parcel Members The American Institute of Architects ROIL 'P1'91� Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 (253) 383 -8700 (253) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fax F I;t ILIiM ILIUM ASSOCIATES, INC. 600 108th Avenue NE, Suite 660 Bellevue, WA 98004 425.646.6525 King County DESIGNED ILIUM DRA: CHKD: IRO CLS RECOM. APPROVED Department of Transportation -Transit Division S NOTED RENTON TRANSIT CENTER CONTRACT: 100% SIGNAGE DESIGN PACKAGE c03057 SIGN TYPE 9: ROOM IDENTIFICATION SIGN TYPE 10: WALL MOUNTED SIGN DATE: FILE DWG. NO. ASA1 1 SCANNED NOV 7 2003 4 ROIL !191 ` Fl;t 102 I 2,0� r�q SCANNED NO • 7 V 2003 4. c I E n ROIL ' 91 � � F 0 �.m.v.NNw1TJ.:.+rYSR•a'LL`(mdV rl c. _._ i '.: y+.�,..WU�� ._ ... ..:,..._ 9. � .I .KGB ......L .+�. _........ I I1 I' t V' vp, 1 ,Q 7-2 ��..� � SCANNED NOV - 7 2003 4 0 I Is i FZOLL l 91 FIR 104 I nj4&.-% , S--6 P7/,? SCANNED NOV - 7 2003 ft 4 v O tC! i W 4 N O a i n N i a W 0 Q a xo i x i . I cz.�. �v o C o � Q �W �c �v C M \E Cn* C NJ C o� a O �p i— wj N J z Z X91 o ��W Y w 942 945 z a Uj a W Of 03 Or- 962 965 02 CALL D 0 922 h ° e z O V 4, 0 CL 0 V) NTS 816 Lj 817 2 �� ( 826 z ,o APP OVED Wz NCD 829 o Z 00 836 Q 837 � m 846 847 U Y V) Li 5 856 857 o z� z <L- 869 7 �-- W 877 8 1,82 886 O~ J ,---- �: z 27 723 Ld 722 } Of F- (� 741 742 l--- 744 W CL W 761 ca N 763 z 765 e: W 86 87 r'K 782 a 0 Q 785 Uj i a 0 in i M w i W 4 N O a i n N i a W 0 Q a xo i x i . I cz.�. �v o C o � Q �W �c �v C M \E Cn* C NJ C o� a O �p i— wj N J z Z X91 o ��W z O 0 d I r�Q6- *I.1?� Z 4 r CONTROLLER CABINET Y 941 942 945 z a Uj a ♦ CALL' 8 Of 03 961 962 965 02 CALL D 0 922 925 z O V 4, 0 CL 0 1 NTS 816 _ 817 2 �� ( 826 v7 827 APP OVED 828 829 0 1,3 836 837 � m 846 847 U Y 849 5 856 857 o 866 867 W 869 7 71,72 876 877 8 1,82 886 887 888 889 0 w = '° 2 27 723 721 722 724 725 4 47 741 742 743 744 745 CL 67 761 762 763 764 765 8 86 87 781 782 783 Q 785 Uj i a 0 in i 611 w 613 615 616 2 22 621 622 623 625 626 3 Q 631 632 633 635 636 0 41 42 641 642 643 645 646 5 651 652 653 655 z O 0 d I r�Q6- *I.1?� Z 4 r CONTROLLER CABINET TO SERVICE CABINET T HEAD 66 rV 2CS 2CS 5C 5C 3CS 5C 5C - 3CS PRE :MPT SENSOR A. RELOCATED EXISTING POLE NO. n 1 PREEMPT SENSOR D PHASING SEQUENCE o4 CALL A 941 942 945 z a Uj a ♦ CALL' 8 M�3 03 961 962 965 02 CALL D 921 922 925 z O V 4, 0 CL 0 1 NTS 816 _ 817 2 �� ( 826 827 APP OVED 828 829 3 1,3 836 837 4 846 847 848 849 5 856 857 6 866 867 868 869 7 71,72 876 877 8 1,82 886 887 888 889 0 w = '° 2 27 723 721 722 724 725 4 47 741 742 743 744 745 6 67 761 762 763 764 765 8 86 87 781 782 783 784 785 Uj i a 0 in i 611 612 613 615 616 2 22 621 622 623 625 626 3 31 631 632 633 635 636 4 41 42 641 642 643 645 646 5 651 652 653 655 656 6 661 662 663 665 66b 7 671 672 673 675 676 8 81 82 681 682 683 685 686 cc W a AC♦ 501 AC- 502 TO SERVICE CABINET T HEAD 66 rV 2CS 2CS 5C 5C 3CS 5C 5C - 3CS PRE :MPT SENSOR A. RELOCATED EXISTING POLE NO. n 1 PREEMPT SENSOR D PHASING SEQUENCE 1701 Commaraw WoM�i arametrix, Inc. was No.: 95000.00 Ref. North Tacoma, n9b" 915402 -3207 MWF,,L,L-t-F% ni 253 3e3-8700 WASHINGTON OREGON 2533 363 -15728 fox Sumner Portlond � Of � � t. 40� S 8rem�rton TEXAS TM M►Kban Urban O�ign Seattle, WaohMq�on Kirkland Houston All material appearing herein constitutes the Of Pkwing 98121 -2720 unpublished and original Mork of the Architect , , , r �h� InWor Design 206 223 -2742 and may flat be duplicated, used, or disclosed � � � 2i) 4Q without the written consent of the Architect. (20 ) 622 -0462 fax ROLL P1'91 0 EX J.B. I EX r — - -'ai I I I I HEAD 23 HEAD 22 HEAD 21 5C 5C 3CS 5C 5C 5C NEW \ POLE NO. (D EX J.B. F I — J MA /4 NOT USED NOT USED �5 DESIGNED j c�� 02 06 03 07 -- NOT 04 SCALE: 1701 Commaraw WoM�i arametrix, Inc. was No.: 95000.00 Ref. North Tacoma, n9b" 915402 -3207 MWF,,L,L-t-F% ni 253 3e3-8700 WASHINGTON OREGON 2533 363 -15728 fox Sumner Portlond � Of � � t. 40� S 8rem�rton TEXAS TM M►Kban Urban O�ign Seattle, WaohMq�on Kirkland Houston All material appearing herein constitutes the Of Pkwing 98121 -2720 unpublished and original Mork of the Architect , , , r �h� InWor Design 206 223 -2742 and may flat be duplicated, used, or disclosed � � � 2i) 4Q without the written consent of the Architect. (20 ) 622 -0462 fax ROLL P1'91 0 EX J.B. I EX r — - -'ai I I I I HEAD 23 HEAD 22 HEAD 21 5C 5C 3CS 5C 5C 5C NEW \ POLE NO. (D EX J.B. F I — J MA /4 Of WAS � DESIGNED j c�� C.M. CLARK y -- DRA: C SCALE: KMB NTS 36018 _ RECOM. CONTRACT: �� ( King County co3os7c APP OVED _ �x PlR ! 11 - - - - Q ) FR 043 HEAD 26 HEAD 27 PREEMPT SENSOR B .. Department of Transportation — Transit Division uHIt: s —s —oo FILE RENTON TRANSIT CENTER 23040734 CITY OF RENTON DWG. N0. SIGNAL WIRING DIAGRAM SHT C24 OF J" T— �� 'G /E SCANNED NOV is 7 2W I