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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, All material oppeoring herein constitutes the Institute of Plonnin 98121 -2720 Seattle, Washington 98101 -1541 unpublished and original work of the Architect Architects InteriorgDesi n 206 223 -2742 and may not be duplicated, used, or disclosed Q' g �206� 622 -2742 fox without the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