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HomeMy WebLinkAboutT-34302190 3 v M 1" TM o } X a U O w w x Ln N z 0 a Lq w w N I w X U O IDENTITY POLE 1' -4" METAL CAP, SEE 1®ETAIL THIS SHEET CL LOWER BAND OF CAP, FINISH 'C' M 4 �_ ALUMINUM SHEATH, IN CC OF POST HSS POST, BELOW PRE - DRILL. INSTALL (2) MACHINE SCREWS WITH WATER -TIGHT GASKETS CAP TWO PARTS, FINISH 'A'. ALUMINUM CAP WE LOWER BAND TO } CAP, FINISH 'C' IN-) A' HSS POST RUBBER GASKET AROUND INSIDE OF CAP EDGE HSS POST. WELD ALUM (2) MACHINED SCREWS OF POST THROUGH SOLID TOP OF — INTERNAL SUPPORT PLATE TO CREATE SOLID TOP METAL POST,INSTALL GASKET FRAME STRUCTURE, SECTION BETWEEN CAP AND POST TOP SEE DETAIL SHEET 278 IDENTITY POLE METAL CAP DETAILS o 6" 1 1 "46" 1 6" w " V) 4� J et 4 ALUMINUM POLE SHEATH (BACK), WITH DECORATIVE CUTOUTS INTERNAL SUPPOR FRAME WELDED TC SUPPORT CHANNEI SEE DETAIL SHEET 278 WELD 2 "X 2" METAL FLANGES TI SPOKES FOR ATTACHMENT ALUMINUM POLE SHEATH (FRONT) 1 DECORATIVE CUTOL I, OUTER EDGE OF METAL CAP. SEE DETAIL THIS SHEEET 6 X 6" ALUM. CHANNEL SUPPORT W/ SOLID TOP (2) MACHINE SCREWS THROUGH ALL LAYERS (FRONT AND BACK SHEATH) AT SIDE METAL FLANGE SUPPORTS IDENTITY POLE SECTION A -A' NTS NTS MACHINED SCREWS CL OF POST PER SEAM THROUGH 1 -4" TO SUPPORT FRAME METAL CAP, SEE DETAIL THIS OF POST METAL CAP, SEE DETAIL THIS SHEET, FINISH 'C' SHEET, FINISH 'C' I , , LOWER BAND OF CAP, 1' -4" -- FINISH 'C' (2) PIECE LOWER BAND, LOWER BAND OF CAP, FINISH 'C' WELDED TO INSIDE OF EACH FRONT AND BACK ALUMINUM SHEATH, IN ALUMINUM SHEATH, IN SHEATH, FINISH 'C', FIT �� TWO PARTS, FINISH 'A'. TWO PARTS, FINISH W. LOWER BAND SNUG TO POST APPLIED DECORATIVE ALUM. APPLIED DECORATIVE ALUM. Y4" CHAMFER AROUND CUTOUTS, FINISH 'B' CUTOUTS, FINISH 'B' TOP OF FOOTING. WELDED TO SHEATH o WELDED TO SHEATH TROWEL FINISH TOP I iV 1 FINISH ° L GRADE o / MACHINE SCREWS MACHINED SCREWS PER SEAM THROUGH PER SEAM THROUGH TO SUPPORT FRAME TO SUPPORT FRAME LOWER BAND, FINISH 'C' LOWER BAND, FINISH 'C' CV METAL POST, FINISH 'D' METAL POST, FINISH 'D' FINISH GRADE M FINISH GRADE CYCLINDRICAL T LL LL — CONCRETE FOOTING, " SEE STRUCTURAL " CYCLINDRICAL CONCRETE ' CYCLINDRICAL CONCRETE DETAIL, SHEET 278 FOOTING, SEE DETAIL 5, FOOTING, SEE DETAIL 5, SHEET 278 SHEET 278 NOTES: 1. FOR THE TWO -PART ALUMINUM SHEATH, CREATE A CONTINUOUS CURVE WHICH IS SMOOTH, WITHOUT ANY ANGLE POINTS. 2. CUT FROM ONE CONTINUOUS METAL PIECE, WITHOUT WELDS OR SPLICES. 3. THE ENGINEER SHALL PROVIDE ELECTRONIC FILE(S) FOR DECORATIVE CUTOUT AND SHEATH LAYOUT. 4. ALL COMPONENTS SHALL BE FABRICATED AND INSTALLED TRUE AND LEVEL. 5. ALL FABRICATED METAL PIECES SHALL BE GROUND SMOOTH AFTER WELDING. 6. SEE SPECIFICATIONS FOR FINISH TYPE AND COLOR. i+7 1' -4" 0 I M i OF POST METAL CAP, SEE DETAIL THIS SHEET, FINISH 'C' LOWER BAND OF CAP, FINISH 'C' ALUMINUM SHEATH, IN TWO PARTS, FINISH 'A'. APPLIED DECORATIVE ALUM. CUTOUTS, FINISH 'B' WELDED TO SHEATH MACHINED SCREWS PER SEAM THROUGH TO SUPPORT FRAME LOWER BAND, FINISH 'C' METAL POST, FINISH 'D' FINISH GRADE CYCLINDRICAL CONCRETE FOOTING, SEE DETAIL 5, SHEET 278 TYPICAL IDENTITY POLE SECTION IDENTITY POLE - TYPE A ELEVATION IDENTITY POLE TYPE B ELEVATION IDENTITY POLE TYPE C ELEVATION NTS NTS NTS NTS T=3430219 NOTE: ENGINEER SHALL APPROVE FINAL LOCATIONS AND PLACEMENT OF IDENTITY POLES A -C. 1 1+ -14-11 SURVEYED: KPG (� �� � zow DRAWN BV: SJ Kp� " CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 279 � 3. c�i gip S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o��rc DESIGN BV: KPG Public Works Department �\ wzN 1539hAvenueN 2502JeftesonAvenue FED AID NO. - CM0167(048) �.0a a CHECK BY PF SeaPoe, WA 98109 Tacoma, WA 98402 DOCUMENTS a LL (20612861640 253 APP OV D FOR CONSTRUCTION DATE: NOV 2011 NO PROJ MGR: JF 1 )s2T -0r2o URBAN DESIGN DETAILS www.kpg,com / DATE: SHEET NO. 279 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DURBDET01.dwg BY: / 2 a z �y n /y x O G � n N N0 N � O � O W z