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HomeMy WebLinkAboutD-342621IC:�— 0 0 0 C. 0 3 E 0 0 POST FOR WARNING LIGHTS SEE TRAFFIC SYSTEM SHEETS B TYP. ST05 C (TYP.) ST05 / I H N 0 a .'do Q� w m <n SEE DIMENSION TABLE �6 "0 HANDHOLE © NIPPLE LOCATION(TYP. 8' MIN, CENTER OVER 10' LANE_ \— SOFFIT ELEVATION SEE DIMENSION TABLI HSS 16" X 16" X 1/2" (TYP.) ERECT VERTICAL t Y4' CL BEAM (TYP BOTH LEGS) d HSS 16" X 16" X 1/2" (TYP.) CO HORIZONTAL OFFSET VARIES SEE DIMENSION TABLE u� ( �W12 -301 CENTER OVER 10' LANE SEE DWG SG02 FOR DETAILS 114" NIPPLE AT BACK OF BEAM © SIGN 1 (AS REQUIRED)(TYP.) * I S-LINE PAINT APPROACH SIDE AND BACKSIDE ALTERNATING �i BLACK AND YELLOW COLOR 1' WIDE @ 45° PROFILE GRADE & PIVOT POINT SACRIFICIAL BEAM ELEVATION * CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIELD WELDING & DRILLING SHALL BE PERMITTED. ** HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN V -6" FROM ANOTHER HANDHOLE LOCATION. FOR DETAIL OF HAND HOLE, SEE DWG ST07 S -LINE A � HSS POST 4' -0" TAPER DIM. A ASPHALT PAVEMENT--- (NORTH SIDE) / CO 0 COLUMN LOCATION `r SEE DIMENSION TABLE FACE OF CURB CE POST T6"0 HANDHOLE SEE ST05 FOR NEMA 3R -TERMINAL CABINET DETAILS n ,. vi g w o I d w -} w — HANDHOLE 1" CURB FACE DETAIL BASE PLATE ELEV. LEVEL (TYP.) MINIMUM / 1 BOT. OF FOOTING ELEVATION �EXISTING 16" WATER LINE SEE DIMENSION TABLE EAST SIDE OF STRUCTURES LEGEND B IDENTIFIES VIEW OR DETAIL STO TAKEN OR SHOWN ON DRAWING ST01 B TAKEN OR SHOWN ON THE SAME SHEET CONCRETE 1/2" PREMOLDED PAVEMENT JOINT FILLER SURFACE ANCHOR ROD //7 II II II / II II II ° II II II ° II II II D ST03 / II II II II II II / II II II SFE 0 0 / a TOP OF CURB HMA PAVEMENT SURFACE SECTION... � DIMENSION TABLE PLAN LOCATION COLUMN LOCATION NORTH BEAM SHOWN LCONCRETE LEFT RIGHT SOUTH BEAM SIMILAR PAVEMENT ® SACRIFICIAL BEAM SOUTH S -LINE STA 100 +72.59, 13.5' LT S -LINE STA 100 +77.45, 13.5 RT SACRIFICIAL BEAM NORTH S -LINE STA 101 +14.63, 13.5' LT S -LINE STA 101 +27.29, 13.5' RT GENERAL NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF TAPERI DIM. A THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS TAKER DIM. A I FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2008 AND AMENDMENTS. 2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE WELDS WITH BACKUP PLATES OF /4" MIN. THICKNESS. 3. THE BACK -UP PLATES FOR ALL FULL PENETRATION WELDS SHALL BE WELDED EAST CONTINUOUSLY TO THE JOINED PIECES. THIS CAN BE DONE BY EITHER A CONTINUOUS FILLET WELD ON THE BACK SIDE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE ROOT 23.46' OF THE FULL PENETRATION WELD. 4. ALL BOLTS, RODS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION *2.84' PER AASHTO M232. 5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH 35.56' AASHTO M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH 27.73' THE SPECIAL PROVISIONS. 6. FABRICATE POSTS STRAIGHT 7. MATERIALS SPECIFICATIONS: 30.00' CAST -IN -PLACE CONCRETE IN THE SHAFTS SHALL BE 4000P EXCEPT AS NOTED ALL OTHER CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000 REINFORCING BARS SHALL CONFORM TO ASSHTO M31 GRADE 60 SPRING STEEL SHALL BE HARD ROLLED AND SHALL CONFORM TO AISI -CIO75 TEFLON WASHERS SHALL CONFORM TO ASTM D3294 -03, 21A ALL STRUCTURAL STEEL ASTM A 572 GR. 50 OR ASTM A 588 EXCEPT AS OTHERWISE NOTED ANCHOR RODS ASTM F 1554 GR. 105 HANDHOLE COVER SCREWS ASTM F 593 GR. 1 SPLICE BOLTS AASHTO M 164 SIGN BRACKET BOLTS ASTM A 307 MOUNTING BEAM BOLTS AASHTO M 164 COVER PLATES ASTM A36 HSS (FY = 46 KSI) ASTM A500 -GRADE B 8. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD MEASURE ANCHOR BOLT LOCATIONS, ELEVATIONS AND ALL STEEL STRUCTURE DIMENSIONS PRIOR TO THE FABRICATION OF THE STRUCTURAL STEEL AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. FINAL VALUES WILL BE FURNISHED BY THE ENGINEER PRIOR TO FABRICATION. 9. POSTS, BASE PLATES, BEAMS AND SPLICE PLATES ARE MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND SHALL MEET THE LONGITUDINAL CHARPY V -NOTCH TESTS AS DESCRIBED IN SECTION 6 -03.2 FOR AASHTO M 270 MATERIAL. NON- DESTRUCTIVE TEST ACCEPTANCE CRITERIA TO CONFORM TO TENSILE MEMBERS WITH CYCLIC LOAD. 10. REFER TO TRAFFIC SYSTEM AND LIGHTING PLANS FOR INTERNAL ROUTING OF THE ' CONDUCTORS. CONDUIT CONDUCTORS SHALL NOT BE ATTACHED TO THE OUTSIDE OF THE STRUCTURE. SEE NEMA 3R TERMINAL CABINET DETAIL ON DWG ST05. 11. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR SHALL BE 2 1/2" AT THE TOP OF THE ROADWAY SLAB, 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT THE BOTTOM OF FOOTINGS, 2" AT TOP OF FOOTINGS AND FACE OF PIER WALLS, AND 1 1/2" AT ALL OTHER LOCATIONS. am * CURB LINE VARIES BASED ON 10' OFFSET FROM S LINE CENTERLINE SOFFIT ELEV. BOTTOM OF FTG. ELEV. BOTTOM OF BASE h' ELEV. TAPERI DIM. A TAPER I DIM. B TAKER DIM. A I TAPER DIM. B H L WEST EAST 36.05' 23.46' 28.22 4.28' 2.83' *2.84' *4.28' 9.00' 27.43' 35.56' 22.94' 27.73' 5.79' 1 2.13' *1.93' *5.87' 9.00' 30.00' Q SDR RAINIER AVE S (SR 167) LIANG Gam: SAL NA 19s 1 IMPROVEMENTS PROJECT DM)M HARRIS I AECOM P of wAyyr APPROVED FOR CONSTRUCTION DESIGNED: N.T.S. HORIZONTAL ND 1983 /1991 PAGE, K: ���� ,�� s.TU .: ,.} CITY OF PHASE 1 FADE D"A " "` •u RENTON SHATTUCK AVE S STORMWATER BYPASS nNC No: 10900 NE 8TH STREET, SUITE 750 Y. JIANG DATUM o BELLEVUE, WASHINGTON 98004 q 43717E CHECKED: ONE INCH Public Works Dept. SACRIFICIAL BEAM ST01 PHONE: 425 454 -5600 FAX: 425 454 -0220 4 r ®t CITY OF RENTON DATE K. LINTS AT Fo�� ( ) ( ) �9rONAL 4�G IF NOT ONE INCH PLAN, ELEVATION AND SECTION pl �FftOVEO. SCAT£ ACCORDINGLY SHEEP: 21 OF:48 t�yi FED AID NO.: ARRA- 0167(044) N0. REVISION BY DATE APPR R. MEYER