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Home My WebLink AboutT-27562C8 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appearing htrein COnStitJte5 the _ ,/ �--- %a EA E RECESS Seattle, Washington 98121 -2720 '"- "°3/4" wHITE LETTERS WITH unpublished and original work of the Architect and may not be durlicated, used, or d 3clo "d IN SLAB FOR J W p without the written consent of the Architect.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