The URL can be used to link to this page

Home My WebLink About401 BR-0251_SMU_PGD_560072(TYP.) 7" DIA. MICROPILES SECTION ALONG -L- END BENT 1 END BENT 2 BR-0251 MADISON SHEET 1 OF 3 PRELIMINARY GENERAL DRAWING 3 12+07.37 -L- SR 1341 (FOSTER CREEK ROAD) LITTLE FOSTER CREEK ON FOR BRIDGE OVER S-1 PLAN (PILES NOT SHOWN FOR CLARITY) HORIZONTAL CURVE DATA -L- R T L D € BRIDGE ID P.I. STA. 12+17.17 = 11,423.09 = 133.39' = 266.76' = 0°30' 05.7" = 1°20' 16.9" (LT) STA. 12+07.37 -L- W. P. 1 W. P. 2 TOTAL LENGTH OF BRIDGE (FILL FACE TO FILL FACE) (ALONG ARC)(ALONG ARC) GRADE DATA -L- (TYP.) SUBSTRUCTURE EXISTING EL. 2392| FILL FACE @ END BENT 1 FILL FACE @ END BENT 2 SPAN A EL. 2392|EL. 2393| EL. 2387| EL. 2388| WATER SURFACE APPROXIMATE GRADE POINT EL. 2392.16 STA. 11+91.28 -L- EL. 2393| GRADE POINT EL. 2392.80 STA. 12+23.45 -L- (+) 2.0000 % NATURAL GROUND APPROXIMATE TO SR 1342 TO SR 1318 NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SIGNATURES COMPLETED FINAL UNLESS ALL DOCUMENT NOT CONSIDEREDPRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION Tim ber.tbl pw :\ \gfnet-pw .bentley.com :gfnet-pw -01 \Docum ents\Projects\67 94 5 \5-W orking \Task 01 4 - SM U 20 23 Tim ber Bridges (OBD)\Structures\CAD \1.0 PGD Plans\BR -02 5 1 Div 13\560 0 7 2 \40 5 _00 3 _BR -02 5 1 _SM U_PGD_001_560072.dgn 1/30 /20 2 4 10 :49 :52 AM pd f_color_g fclt_FS.plt NC Lic. No. F-0270 919-420-7660 Raleigh, NC 27603 Suite 900 One Glenwood Avenue STATION: DRAWN BY : CHECKED BY : DATE : DATE : DATE :DESIGN ENGINEER OF RECORD : J. HARRIS J. YANNACCONE R. NELSON 20 '-9… " 15'-1† " 18'-7† " 17'-3… " 35 '-11" 32'-2" (ALONG ARC) 16'-1"16'-1" 35'-11" (TYP.) STRUCTURE EXISTING FILL FACE @ END BENT 1 STA. 11+91.28 -L- FILL FACE @ END BENT 2 STA. 12+23.45 -L- SECTIONS @ END BENTS ARE AT RIGHT ANGLES EXIST. EL. 2390.12 PROP. EL. 2390.14 LOW CHORD EXIST. EL. 2390.51 PROP. EL. 2390.63 LOW CHORD FIX. EXP. (TYP.) EL. 2388.50 (LEVEL) PROPOSED GRADE TAN. TO CURVE 119°-52'-12.80" TEMPORARY SHORING (TYP.) RIP RAP (TYP.) CLASS II TAN. TO CURVE 120°-01'-53.63" EL. = 2392.48 STA. 12+07.00 18" CMP 1/2024 1/2024 1/2024 REPLACES BRIDGE 560072 1'-6" 11+60 12+10 12+20 12+30 12+40 12+50 12+6012+0011+9011+8011+7011+50 12+70 -L- 2380 2390 2400 CR EE K FOSTE R LITT L E EXCAVATION UNCLASSIFIED STRUCTURE STRUCTURE EXCAVATION (TYP.) LIMITS OF UNCLASSIFIED (TYP.) NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SIGNATURES COMPLETED FINAL UNLESS ALL DOCUMENT NOT CONSIDEREDPRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION Tim ber.tbl pw :\ \ gfnet-pw .bentl ey.com :gfnet-pw -01 \Docum ents\Projec ts\67 9 4 5 \5-W orking \Task 014 - SM U 20 2 3 Tim ber Bridg es (OBD)\Structures\CAD \1.0 PGD Plans\BR -02 5 1 Div 13 \56 0 0 7 2 \40 5 _ 0 0 3 _ BR -02 5 1 _ SM U_PGD_002_560072.dgn 1/30 /20 2 4 10 :49 :56 AM pd f_color_g fclt _FS .plt NC Lic. No. F-0270 919-420-7660 Raleigh, NC 27603 Suite 900 One Glenwood Avenue STATION: DRAWN BY : CHECKED BY : DATE : DATE : DATE :DESIGN ENGINEER OF RECORD : J. HARRIS J. YANNACCONE R. NELSON 1/2024 1/2024 1/2024 EXISTING TAPER FROM 18" CMP 2390.71' INV = 2390.22' INV = GPS2 EIP EIP EIP 9.98' EIP EIP EIP SHEET 2 OF 3 MADISON BR-0251 TYPICAL SECTION BENCHMARK: LOCATION SKETCH THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1. OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS ASSUMED LIVE LOAD = HL-93 ALTERNATE LOADING NOTES: GENERAL DRAWING PRELIMINARY (TYP.) TIMBER RAIL 25'-1" (CLEAR ROADWAY) 26'-0" DECK WIDTH (OUT TO OUT) 5 "5 " 9"9" 0.01 12 SPA. @ 2'-0" CTS. = 24'-0" (TYP.) W12x58 0.01 * AWSGRADE POINT (TYP.) FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS. * RETAINING STRIP MIN. 2 " AWS AT 26'-0" DECK WIDTH (OUT TO OUT) 25'-1" CLEAR ROADWAY 13'-2 "11'-10 " (TYP.) SCALE - 8.0NORTH ARROW SYMBOL - CELL SR 1341 (FOSTER CREEK ROAD) LITTLE FOSTER CREEK ON FOR BRIDGE OVER SHEET 2 OF 3 MADISON BR-0251 TYPICAL SECTION BENCHMARK: LOCATION SKETCH THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1. OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS ASSUMED LIVE LOAD = HL-93 ALTERNATE LOADING NOTES: 12+07.37 -L- PRELIMINARY (TYP.) TIMBER RAIL 25'-1" (CLEAR ROADWAY) 26'-0" DECK WIDTH (OUT TO OUT) 5 "5 " 9"9" 0.01 12 SPA. @ 2'-0" CTS. = 24'-0"1'-0"1'-0" (TYP.) W12x58 (13 LINES OF W12x58 I BEAMS) (SIMPLE SPAN) 0.01 * AWSGRADE POINT4"x8" TIMBER DECKING (TYP.) FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS. * RETAINING STRIP MIN. 2 " AWS AT 26'-0" DECK WIDTH (OUT TO OUT) 25'-1" CLEAR ROADWAY 13'-2 "11'-10 " (TYP.) SCALE - 8.0NORTH ARROW SYMBOL - CELL SR 1341 (FOSTER CREEK ROAD) LITTLE FOSTER CREEK ON FOR BRIDGE OVER STRUCTURE EXISTING DETOUR BRIDGE TO SR 1342 TO SR 1318 GRAV EL DRIVEWAY CR EEK LITT LE FOSTE R CR EE K ROA D LITT L E FOSTE R 4"x12" NAILER 3'-6" STA. 10+92| -DET- FOSTER CREEK STRUCTURE DETOUR STA. 12+07.37 -L- BRIDGE ID S-2 3 5'-3ƒ " 11+00 -L- -DET- BENCHMARK INFORMATION NOT IN SURVEY REPORT -L- TAN. TO CURVE 119°-52'-12.80" EXIST. 18" CMP PROPOSED 18" CMP (TYP.) TEMPORARY SHORING (TYP.) RIP RAP CLASS II TAN. TO CURVE 120°-01'-53.63 (TYP.) REPLACES BRIDGE 560072 OHWM MADISON BR-0251 SHEET 3 OF 3 CONSTRUCTION SEQUENCE: STAGE II: 3. 2. 1. EXISTING (TYP.) 25'-3‚" | DECK WIDTH (OUT TO OUT) STAGE I -L- & { EXIST. BRG. STAGE I: FINAL: 24'-4" | CLEAR ROADWAY STAGE II DECK CUT EXIST. -L- 10'-10" 6'-2" BRIDGE PORTION OF EXISTING REMOVE DOWNSTREAM STAGE III 4'-1" FINAL 26'-0" DECK WIDTH (OUT TO OUT) 11'-10 "13'-2 " (TYP.) 3'-6" 0.010.01 AWS 25'-1" CLEAR ROADWAY -L- PRELIMINARY GENERAL DRAWING SR 1341 (FOSTER CREEK ROAD) LITTLE FOSTER CREEK ON FOR BRIDGE OVER 3. STAGE III: 1. 4. 12+07.37 -L- S-3 3 FLOW STREAM SIDE OF THE TRAFFIC SHIFT. CUT DECK, REMOVE DECK AND BEAMS 1-8. RE-PURPOSE UPSTREAM SIDE TIMBER RAIL FOR THE LEFT MAINTAIN THE TRAFFIC SHIFT USING TEMPORARY SIGNALS IN A 1-LANE/2-WAY TRAFFIC PATTERN. INSTALL SHORING COMPLETELY REMOVE THE UPSTREAM PORTION OF THE EXISTING BRIDGE. CONSTRUCT STAGE I SUBSTRUCTURE 4. 5. 6. BEARINGS. ATTACH TEMPORARY TIMBER BRIDGE RAIL ON THE RIGHT SIDE. CONSTRUCT UPSTREAM PORTION OF NEW SUPERSTRUCTURE FOR 12'-0" CLEAR ROADWAY ON TEMPORARY SHIFT TRAFFIC TO STAGE II TEMPORARY DETOUR. COMPLETELY REMOVE REMAINING EXSTING BRIDGE AND CONSTRUCT STAGE II SUBSTRUCTURE. USE TEMPORARY TRAFFIC SIGNALS TO TEMPORARILY HALT TRAFFIC. SHIFT SUPERSTRUCTURE AND INSTALL ON PERMANENT BEARINGS. RETURN TO SIGNALIZED TRAFFIC OPERATION. BEAMS OF SUPERSTRUCTURE. USING TEMPORARY TRAFFIC CONES, REMOVE TEMPORARY TIMBER BRIDGE RAIL AND INSTALL REMAINING 3. 2. 1. TIMBER BRIDGE RAIL. USING TEMPORARY TRAFFIC SIGNALS AND TRAFFIC CONES, INSTALL BRIDGE DECK AND RIGHT SIDE COMPLETE REMAINING WORK REQUIRED INCLUDING PAVEMENT AND PAVEMENT MARKINGS. REMOVE TEMORARY TRAFFIC CONTROL MEASURES AND DEVICES. 3. 1. 2. SHIFT { TEMP. TRAFFIC -L- ** CONE TEMP. TRAFFIC SHORING TEMPORARY SHIFT TRAFFIC TO DOWNSTREAM SIDE USING TEMPORARY TRAFFIC SIGNALS AND TRAFFIC CONES. SHORING TEMPORARY -L- BRIDGE RAIL REMOVE TEMPORARY** CONE TEMP. TRAFFIC 12" ROLLED BEAM (TYP.) 2'-10 " | 4'-8ƒ " AVG. 2. REPLACES BRIDGE 560072 12'-0" (MIN.) CLEAR ROADWAY BRIDGE PORTION OF EXISTING REMOVE DOWNSTREAM SUPERSTRUCTURE STAGE I 12'-0" (MIN.) CLEAR ROADWAY -DET- SUPERSTRUCTURE STAGE I NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SIGNATURES COMPLETED FINAL UNLESS ALL DOCUMENT NOT CONSIDEREDPRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION Tim ber.tbl pw :\\gfnet-pw .bentley.com :gfnet-pw -01\Docum ents\Projects\67945\5-W orking\Task 014 - SM U 2023 Tim ber Bridges (OBD)\Structures\CAD\1.0 PGD Plans\BR-0251 Div 13\560072\405_005_BR-0251_SM U_PGD_003_560072.dgn 1/30/2024 10:50:01 AM pdf_color_gfclt_FS.plt NC Lic. No. F-0270 919-420-7660 Raleigh, NC 27603 Suite 900 One Glenwood Avenue STATION: DRAWN BY : CHECKED BY : DATE : DATE : DATE :DESIGN ENGINEER OF RECORD : J. HARRIS J. YANNACCONE R. NELSON 1/2024 1/2024 1/2024