APPENDIX C: MAIN RIVER BRIDGE PLANS. The graphics in this appendix depict the Practical Alternatives.
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1 APPENDIX C: MAIN RIVER BRIDGE PLANS The graphics in this appendix depict the Practical Alternatives.
2 NO. DESCRIPTION BY 4:36:17 PM 10/3/2007 STA \ PYLON (TYP) PYLON ELEVATION UNITED STATES PT = STA BEGIN BRIDGE \ US PYLON \ CANADIAN PYLON \ PYLON STA STA STA \ NAVIGATION CHANNEL STA STA STA %%d STA STA STA US HL \ UNITED STATES PYLON \ CANADIAN PYLON CONCRETE BOX GIRDER DECK CONCRETE BOX GIRDER DECK UNITED STATES ANCHOR PIER CONCRETE BOX ORTHOTROPIC STEEL BOX GIRDER DECK CONCRETE BOX GIRDER GIRDER DECK DECK (TYP) \ PYLON (TYP) PLAN DETROIT RIVER CANADIAN HL STA PC = STA CANADA STA CANADIAN ANCHOR PIER CHECKED BY: : CORRECTED BY: : CL PYLON (TYP) TO GRADE 5.00% = = HWL EL (TYP) (TYP, UNO) \ NAVIGATION CHANNEL GRADE 5.00% (TYP) = = DRAWN BY: : E:\Bridges\DRIC\dgn\x10b_1a.dgn PYLON ELEVATION ELEVATION NOTES: 1. ALL DIMENSIONS ARE IN METERS IN METERS GENERAL PLAN & ELEVATION CROSSING X10(B) OPTION 4 10/3/2007
3 NO. DESCRIPTION BY 4:36:19 PM 10/3/ (TYP) E \ PYLON TO B B E D D APPROX. EXIST. GROUND LINE 7.000m A A ! DRILLED SHAFTS Y - SHAPE PYLON ELEVATION (TYP) \ PYLON E E C C D D APPROX. EXIST. GROUND LINE 7.000m A A ! DRILLED SHAFTS A - SHAPE PYLON ELEVATION TO m.750 \ PYLON SECTION A-A TO TO \ PYLON SECTION B-B (STEEL ANCHORAGE FRAME NOT SHOWN) TO TO \ PYLON SECTION C-C (STEEL ANCHORAGE FRAME NOT SHOWN) 6.000m APPROACH SPAN \ PYLON MAIN SPAN CHECKED BY: : CORRECTED BY: : DRAWN BY: : E:\Bridges\DRIC\dgn\x10b_1a_tower.dgn SECTION D-D 6.000m.750 SECTION E-E NOTES: 1. ALL DIMENSIONS ARE IN METERS. TOWER ELEVATIONS CROSSING X10(B) OPTION 4 10/3/2007
4 NO. DESCRIPTION BY 4:36:21 PM 10/3/ m m m m m \ STAY \ STAY m m m DIAPHRAGM AT STAY DIAPHRAGM AT STAY \ BRIDGE \ POST-TENSIONING PROFILE GRADE LINE CONCRETE m m m CHECKED BY: : CORRECTED BY: : m m \ STAY m m m \ STAY DRAWN BY: : E:\Bridges\DRIC\dgn\x10b_1a_xs.dgn \ BRIDGE PROFILE GRADE LINE STEEL CROSS SECTION CROSSING X10 (B) OPTION 4 10/3/2007
5 NO. DESCRIPTION BY MAIN CABLE P.I. EL /9/2007
6 NO. DESCRIPTION BY 9:42:41 AM 8/29/2007 EDGE PL MIN CLEAR SHOULDER LANES AT = DECK PL 16 BULKHEAD PL 10 TYPE I RIB PL 8 2% \ BRIDGE FLUSH MEDIAN LANES AT = % SHOULDER WALKWAY CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\CE7-G1.dgn SIDE PL TYPE II RIB PL 7 BOTTOM PL 8 TYPICAL CROSS SECTION BOX GIRDER CROSS SECTIONS :50 IN METERS 1:50 8/29/2007 DRAWN BY: :
7 P:\646xxx\646294\Cadd\ConceptualEngineering\CE7-T1.dgn 8/10/ :32:55 PM EL CABLE P.I. C L BRIDGE EL TOP OF TOWER EL TOP OF STRUT EL TOP OF STRUT EL P.G.L. EL TOP OF STRUT (TYP) EL GROUND LEVEL (EL (DETROIT) EL (WINDSOR) EL EL OPTION 1 8/10/2007 TOWER ELEVATION IN METERS : NO. DESCRIPTION BY REVISIONS DRAWN BY: : CHECKED BY: : CORRECTED BY: :
8 NO. DESCRIPTION BY 7:59:47 AM 8/14/ SOUTH FACE \ TOWER \ TOWER AND SYMMETRICAL 500 SOUTH FACE \ TOWER AND SYMMETRICAL CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\CE7-T2.dgn BELOW DECK (EL ) EAST FACE ABOVE DECK 500 EAST FACE 1:25 TOWER LEG SECTIONS IN METERS 8/14/2007 DRAWN BY: :
9 NO. DESCRIPTION BY 8:06:29 AM 10/8/ \ TOWER PLAN SYMMETRICAL ABOUT \ BRIDGE \ TOWER CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\X10\CE7-T3.dgn (TYP) ELEVATION :100 IN METERS TOWER FOOTING LAYOUT 1:100 10/8/2007 DRAWN BY: :
10 NO. DESCRIPTION BY 8:05:01 AM 8/14/ \ TOWER SYMMETRICAL ABOUT \ BRIDGE \ TOWER CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\CE7-T3.dgn (TYP) PLAN :100 IN METERS 1:100 TOWER STRUT SECTION 8/14/2007 DRAWN BY: :
11 NO. DESCRIPTION BY :07:07 AM 10/8/ UPPER STRUT MIDDLE STRUT LOWER STRUT \ SYM ABOUT STRUT AND TOWR CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\X10\CE7-T4.dgn 800 LEGEND: 1:25 POST TENSIONING STRAND TOWER STRUT SECTION IN METERS 1:25 10/8/2007 DRAWN BY: :
12 NO. DESCRIPTION BY 8:57:46 AM 8/14/2007 FINISHED GROUND LEVEL UPPER TIER EL APPROACH ROADWAY ANCHOR RODS ANCHORAGE BLOCK MAIN CABLE P.I. STA EL R= CABLE SPLAY SADDLE REFERENCE LINE UPPER FRONT WALL SPLAY SADDLE SUPPORTING PLATFORM INTERIOR WALL WORKING POINTS OF ALL STRAND SHOE FACE OF ANCHORAGE BLOCK LOWER FRONT WALL EL \ MAIN CABLE CHECKED BY: : CORRECTED BY: : EXISTING ROAD LOWER TIER EL P:\646xxx\646294\Cadd\ConceptualEngineering\CE7-A2.dgn SPACING SPACING 20^ BATTER SECTION A-A 10 1:200 US ANCHORAGE SECTION 5 0 IN METERS 10 1:200 8/14/2007 DRAWN BY: :
13 NO. DESCRIPTION BY 1:41:45 PM 8/14/ CL MAIN CABLE ROADWAY TEMPORARY ACCESS CHAMBER CABLE SPLAY SADDLE REFERENCE LINE (STA ) NORTH CABLE P.I. \ NORTH CABLE AND NORTH HOUSING STA SYMMETRICAL ABOUT \ ANCHORAGE CHECKED BY: : CORRECTED BY: : A \ SOUTH CABLE AND SOUTH HOUSING A P:\646xxx\646294\Cadd\ConceptualEngineering\CE7-A3.dgn CL MAIN CABLE PLAN SOUTH CABLE P.I. 10 1:200 US ANCHORAGE PLAN 5 0 IN METERS 10 1:200 8/14/2007 DRAWN BY: :
14 NO. DESCRIPTION BY 1:48:38 PM 8/14/ CABLE SPLAY SADDLE REFERENCE LINE (STA ) SYMMETRICAL ABOUT \ ANCHORAGE CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\CE7-A4.dgn PILE LAYOUT-PLAN 1: US ANCHORAGE PILE LAYOUT LEGEND: = 760mm DIA. DRILLED SHAFT = 760mm DIA. DRILLED SHAFT WITH 20^ BATTER 5 0 IN METERS 10 1:200 8/14/2007 DRAWN BY: :
15 REVISIONS NO. DESCRIPTION BY 4:11:12 PM 9/4/2007 STA STA UNITED STATES STA \ US PYLON STA STA STA STA STA \ NAVIGATIONAL CHANNEL PLAN CONCRETE BOX GIRDER DECK ORTHOTROPIC STEEL BOX GIRDER DECK CONCRETE BOX GIRDER DECK 61.16%%d DETROIT RIVER \ CANADIAN PYLON STA STA STA STA STA STA STA STA CANADA STA STA CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\X11\X11Ca1C750a_gpe.dgn GRADE 5.00% \ US PYLON US RIVER BANK HWL EL \ NAVIGATIONAL CHANNEL ELEVATION \ CANADIAN PYLON CANADIAN RIVER BANK NOTE: UNITS SHOWN IN METERS. GRADE 5.00% IN METERS GENERAL PLAN & ELEVATION CROSSING X11(C) OPTION 9 9/4/2007 DRAWN BY: :
16 NO. DESCRIPTION BY 2:18:51 PM 10/5/2007 BULKHEAD PL LONGITUDINAL BULKHEAD PL MIN CLEAR DECK PL 24 x 3000 DECK PL 20 x SHOULDER LANES AT = DECK PL 16 BULKHEAD PL 10 TYPE I RIB PL 8 2% \ BRIDGE FLUSH MEDIAN LANES AT = % SHOULDER WALKWAY CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\X11\X11Ca1C750a_Girder.dgn SIDE PL 16 X 3100 SIDE PL 12 x TYPE II RIB PL 8 BOTTOM PL TYPICAL CROSS SECTION (STEEL) :50 IN METERS BOX GIRDER CROSS SECTIONS 1:50 10/5/2007 DRAWN BY: :
17 NO. DESCRIPTION BY 7:14:10 AM 10/8/2007 \ DECK \ STAY SHOULDER LANES AT = % SLOPE \ BRIDGE FLUSH MEDIAN 3 LANES AT = % SLOPE SHOULDER WALKWAY \ STAY \ DECK CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\X11\X11Ca1C750a_conc.dgn TYPICAL CROSS SECTION (CONCRETE) 225 SIDESPAN CONCRETE BOX GIRDER CROSSING X11(C) OPTION :50 IN METERS 1:50 10/8/2007 DRAWN BY: :
18 NO. DESCRIPTION BY 11:54:30 AM 9/5/2007 P:\646xxx\646294\Cadd\ConceptualEngineering\X11\X11Ca1C750a_twr.dgn B GROUND LEVEL CONFIRM D B D A A Y-SHAPE PYLON ELEVATION CONFIRM CONFIRM CONFIRM D C C CONFIRM CONFIRM D A A GROUND LEVEL A-SHAPE PYLON ELEVATION MAIN SPAN APPROACH SPAN SECTION D-D ( ) NOTE: ( ) ( ) UNITS SHOWN IN METERS SECTION A-A SECTION B-B ( ) SECTION C-C \ PYLON TOWER ELEVATION AND SECTIONS CROSSING X11(C) OPTION 9 \ PYLON \ PYLON IN METERS 9/5/2007 DRAWN BY: : CHECKED BY: BY: : : CORRECTED BY: :
19 NO. DESCRIPTION BY 7:19:24 AM 10/8/ \ STRUT NOTES: REINFORCING STEEL NOT SHOWN. CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\X11\X11Ca1C750a_strut.dgn 800 LEGEND: 1:25 POST TENSIONING STRAND TOWER STRUT SECTION CROSSING XII(C) OPTION IN METERS 10/8/2007 DRAWN BY: :
20 NO. DESCRIPTION BY :47:17 PM 9/5/ \ TOWER (TYP) PLAN SYMMETRICAL ABOUT \ BRIDGE \ TOWER CHECKED BY: : CORRECTED BY: : P:\646xxx\646294\Cadd\ConceptualEngineering\X11\X11Ca1C750a_fdn.dgn ELEVATION :100 PYLON PILE LAYOUT CROSSING X11(C) OPTION 9 IN METERS 1:100 9/5/2007 DRAWN BY: :
21 NO. DESCRIPTION BY STA \ NAVIGATION CHANNEL STA \ US TOWER \ CANADIAN TOWER 4:36:36 PM 10/3/2007 UNITED STATES STA PT = STA \ US ANCHORAGE STA UNITED STATES ANCHORAGE STA STA STA STA \ UNITED STATES TOWER US HL PLAN STA \ CANADIAN TOWER STA = %%d ORTHOTROPIC STEEL BOX GIRDER DECK DETROIT RIVER CANADIAN HL STA STA \ CANADIAN ANCHORAGE STA CANADIAN ANCHORAGE CANADA PC = STA STA CHECKED BY: : CORRECTED BY: : \ TOWER (TYP) (TYP) TOWER ELEVATION GRADE 5.00% (TYP) HWL EL \ NAVIGATION CHANNEL ELEVATION (TYP) GRADE 5.00% DRAWN BY: : NOTES: E:\Bridges\DRIC\dgn\x11c_2a.dgn 1. ALL DIMENSIONS ARE IN METERS IN METERS GENERAL PLAN & ELEVATION CROSSING X11(C) OPTION 10 10/3/2007
22 NO. DESCRIPTION BY 4:36:38 PM 10/3/ (TYP) \ TOWER C C B A A m TO m.750 \ TOWER SECTION A-A \ TOWER APPROACH SPAN MAIN SPAN TOWER DETAIL CHECKED BY: : CORRECTED BY: : 6.000m B E:\Bridges\DRIC\dgn\x11c_2a_tower.dgn APPROX. EXIST. GROUND LINE 7.000m TOWER ELEVATION ! DRILLED SHAFTS SECTION C-C 6.000m SECTION B-B 9.000m m.750 NOTES: 1. ALL DIMENSIONS ARE IN METERS. TOWER ELEVATIONS CROSSING X11(C) OPTION 10 10/3/2007 DRAWN BY: :
23 NO. DESCRIPTION BY 4:36:40 PM 10/3/2007 \ STAY m m m m m \ STAY CHECKED BY: : CORRECTED BY: : m m m PROFILE GRADE LINE \ BRIDGE DRAWN BY: : E:\Bridges\DRIC\dgn\x11c_2a_xs.dgn STEEL CROSS SECTION CROSSING X11 (C) OPTION 10 10/3/2007
24 NO. DESCRIPTION BY 8:52:39 AM 10/8/ SHOULDER A \ DECK LANES AT = LANES AT = C A C FLUSH MEDIAN B B SHOULDER WALKWAY STRUT (TYP) GROUND LEVEL DRILLED SHAFT (TYP) SECTION A-A CHECKED BY: : CORRECTED BY: : APPROACH PIER P:\646xxx\646294\Cadd\ConceptualEngineering\X11\X11Ca1C750a_apprch.dgn 300 SECTION B-B SECTION C-C NOTE: UNITS SHOWN IN METERS :100 IN METERS APPROACH VIADUCTS 1:100 10/8/2007 DRAWN BY: :
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