Slide 1

Slide 2 5.1-1 Plans and Shop Drawings A Slide 3 5.1-2 Plan View Slide 4 5.1-3 Plan View Slide 5 5.1-4 PLAN Plan View WALL A WALL C WALL D WALL B 5 00 10 00 N I-500 EB Beginning of Wall End of Wall BaselineBaseline ROWROW Storm Drain Existing Road Slide 6 5.1-5 Elevation View Slide 7 5.1-6 Elevation View Slide 8 5.1-7 ELEVATION Elevation View 540 510 520 530 EG Top of Wall Finished Grade I-500 Bottom of Wall 48 PCP FG toe of wall Slide 9 5.1-8 Cross Section Slide 10 5.1-9 A Typical MSE Wall Cross Section REINFORCING LEVELING PAD PRECAST CONCRETE PANELS COPING 15 MIN GEOTEXTILE 6 PERF. PIPE REINFORCEDSOIL RETAINEDSOIL PER FOOT Slide 11 5.1-10Details CAST IN PLACE BARRIER Slide 12 5.1-11 Details Phased Construction PHASE 1 PHASE 2 WIRE BASKET FORM Slide 13 5.1-12 Details Phased Construction Slide 14 5.1-13 Details - Two-Stage MSE Wall Slide 15 5.1-14 PLAN LIMITS OF MSE WALL FACE OF MSE WALL Example Drawings STA EWC 1+170 13.700 R N72 o -24-51E PC STA EWC 1+380 13.700 R R=886.3m (See page 5.1.24) Slide 16 5.1-15 PLAN LIMITS OF MSE WALL FACE OF MSE WALL Example Drawings GUIDE RAIL (TYP.) L CAST IN PLACE CONCRETE GUTTER C 1200mm x 1200mm BOX CULVERT SEE DWG. No. UD EW4 (See page 5.1.24) Slide 17 5.1-16 Example Drawings PLAN ELEVATION FOLD LINE 65 o BEND FOLD LINE 110 o BEND (See page 5.1.27) Slide 18 5.1-17 Example Drawings PLAN ELEVATION EL. 399.680 EL. 395.180 PROPOSED GRADE TOP OF PANEL (See page 5.1.27) Slide 19 5.1-18 Example Drawings (See page 5.1.29) Slide 20 5.1-19 Example Drawings (See page 5.1.31) Slide 21 FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION Slide 22 DRAWING SUBMITTED BY THE CONTRACTOR.DRAWING SUBMITTED BY THE CONTRACTOR. Slide 23 FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION DRAWING SUBMITTED BY THE CONTRACTOR.DRAWING SUBMITTED BY THE CONTRACTOR. DETAILS THE PROPOSED FABRICATION AND ASSEMBLY OF STRUCTURAL ELEMENTS DETAILS THE PROPOSED FABRICATION AND ASSEMBLY OF STRUCTURAL ELEMENTS DETAILS THE INSTALLATION (IE, FIT AND ATTACHMENT DETAILS) OF MATERIALS OR EQUIPMENT. DETAILS THE INSTALLATION (IE, FIT AND ATTACHMENT DETAILS) OF MATERIALS OR EQUIPMENT. Slide 24 FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL SUCH DRAWINGS AND INDICATE APPROVAL.THE CONTRACTOR SHALL COORDINATE ALL SUCH DRAWINGS AND INDICATE APPROVAL. IF THE DRAWINGS SHOW VARIATIONS FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL DESCRIBE SUCH VARIATIONS IN WRITING,IF THE DRAWINGS SHOW VARIATIONS FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL DESCRIBE SUCH VARIATIONS IN WRITING, Slide 25 FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL SUCH DRAWINGS AND INDICATE APPROVAL.THE CONTRACTOR SHALL COORDINATE ALL SUCH DRAWINGS AND INDICATE APPROVAL. IF THE DRAWINGS SHOW VARIATIONS FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL DESCRIBE SUCH VARIATIONS IN WRITING.IF THE DRAWINGS SHOW VARIATIONS FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL DESCRIBE SUCH VARIATIONS IN WRITING. THE CONTRACTOR SHALL SUBMIT TO THE CO FOR APPROVAL 4 COPIES (UNLESS OTHERWISE INDICATED) OF ALL SHOP DRAWINGS.THE CONTRACTOR SHALL SUBMIT TO THE CO FOR APPROVAL 4 COPIES (UNLESS OTHERWISE INDICATED) OF ALL SHOP DRAWINGS. Slide 26 FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS Slide 27 GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK.GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK. Slide 28 FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK.GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK. LIMIT SIZE TO 24X36. INCLUDE ON EACH DRAWING AND CALCULATION SHEET.LIMIT SIZE TO 24X36. INCLUDE ON EACH DRAWING AND CALCULATION SHEET. PROJECT NUMBER PROJECT NUMBER NAME NAME OTHER IDENTIFICATION AS SHOWN IN THE CONTRACT OTHER IDENTIFICATION AS SHOWN IN THE CONTRACT Slide 29 FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS FURNISH 5 SETS OF DRAWINGSFURNISH 5 SETS OF DRAWINGS ALLOW 40 DAYS PER SUBMISSION FOR RAILROAD STRUCTURESALLOW 40 DAYS PER SUBMISSION FOR RAILROAD STRUCTURES ALLOW 30 DAYS PER SUBMISSION FOR ALL OTHER STRUCTURESALLOW 30 DAYS PER SUBMISSION FOR ALL OTHER STRUCTURES IF DRAWINGS MUST BE RESUBMITTED, THE TIME FOR ACCEPTANCE STARTS OVER.IF DRAWINGS MUST BE RESUBMITTED, THE TIME FOR ACCEPTANCE STARTS OVER. Slide 30 FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS SPECIFIC REQUIREMENTS FOR CONCRETE AND MISCELLANEOUS STRUCTURES.SPECIFIC REQUIREMENTS FOR CONCRETE AND MISCELLANEOUS STRUCTURES. FURNISH DRAWINGS FOR THE FOLLOWING: (a)-(l) FURNISH DRAWINGS FOR THE FOLLOWING: (a)-(l) FURNISH DRAWINGS THAT BEAR THE SEAL OF A PROFESSIONAL ENGINEER (PERTINENT DESIGN): (a)-(m) FURNISH DRAWINGS THAT BEAR THE SEAL OF A PROFESSIONAL ENGINEER (PERTINENT DESIGN): (a)-(m) FURNISH DRAWINGS THAT BEAR THE SEAL OF A PROFESSIONAL ENGINEER (FALSEWORK): (a)-(c) FURNISH DRAWINGS THAT BEAR THE SEAL OF A PROFESSIONAL ENGINEER (FALSEWORK): (a)-(c) Slide 31 SECTION 255-MECHANICALLY STABILIZED EARTH WALLS GENERAL. SURVEY ACCORDING TO SECTION 152, AND VERIFY THE LIMITS OF THE WALL INSTALLATION. PREPARE AND SUBMIT INSTALLATION DRAWINGS ACCORDING TO SUBSECTION 104.03.GENERAL. SURVEY ACCORDING TO SECTION 152, AND VERIFY THE LIMITS OF THE WALL INSTALLATION. PREPARE AND SUBMIT INSTALLATION DRAWINGS ACCORDING TO SUBSECTION 104.03. Slide 32 5.1-31 Shop Drawing Is submitted by the Contractor.Is submitted by the Contractor. Should be specified in the Design Drawing.Should be specified in the Design Drawing. Should include or refer to installation guide.Should include or refer to installation guide. Should be reviewed and approved by the Engineer.Should be reviewed and approved by the Engineer. SHOP DRAWINGS Slide 33 5.1-32 Shop Drawing Includes Layout of the System that will effectively retain (reinforce) the earth (slope).Layout of the System that will effectively retain (reinforce) the earth (slope). Complete details of all elements required for the proper construction of the system.Complete details of all elements required for the proper construction of the system. Slide 34 5.1-33 Shop Drawing Includes Details of revisions or additions to drainage systems or other facilities required to accommodate the system.Details of revisions or additions to drainage systems or other facilities required to accommodate the system. Other information required in the contract documents.Other information required in the contract documents. CAST IN PLACE BARRIER PRE-CAST Slide 35 5.1-34 Contract Drawing See full size drawing in Participant Workbook Figure 5.1.5 Typical Contract Drawing for MSE Wall Abutment Slide 36 5.1-35 Shop Drawing See full size drawing in Participant Workbook Figure 5.1.6 Shop Drawing for MSE Abutment Slide 37 5.1-36 Shop Drawing Details Slide 38 5.2-37 Stepped Foundation Slide 39 5.2-38 Stepped Foundation Slide 40 5.2-39 Leveling Pads 150 mm x 300 mm (6 x 12) UNREINF. CONC. LEVELING PAD PROPOSED FINISHED GRADE Slide 41 5.2-40 Slide 42 5.2-41 Concrete Leveling Pads Slide 43 5.2-42 Geo-composite Sheet Drain Slide 44 5.2-43 Composite Strip Drains Slide 45 5.2-44 Granular Drain and Pipe Slide 46 5.2-45 Composite Strip Drains Slide 47 5.2-46 Impervious Membrane Slide 48 5.2-47 Geomembrane Slide 49 5.2-48 Layout, Size, and Finish Slide 50 5.2-49 See PW for full size drawing Pre-Cast Concrete Panels Slide 51 5.2-50 Pre-Cast Concrete Panels Slide 52 5.2-51 Pre-Cast Concrete Panels Slide 53 5.2-52 Pre-Cast Concrete Panels Slide 54 5.2-53 NOTE: STRIPS OF FILTER CLOTH SHALL BE PLACED ON BACK FACE OF PANEL, OVER PANEL JOINTS. FILTER CLOTH SHALL BE ADHERED TO BACK FACE OF PANELS USING AN ADHESIVE SUPPLIED BY THE MANUFACTURER. LEVELING PAD PANEL JOINT HORIZONTAL WIDTH OF FILTER CLOTH 460 mm (18) (TYP) EQ. VERTICAL WIDTH OF FILTER CLOTH 460 mm (18) (TYP)Filters Slide 55 5.2-54 Filters Slide 56 5.2-55 See PW for full size drawing Modular Block Slide 57 5.2-56 Modular Block Slide 58 5.2-57 PLACE 2 STANDARD CONNECTORS AT EVERY STANDARD UNIT Slide 59 5.2-58 Modular Block Slide 60 5.2-59Filters Stage 3 Place drainage stone in and behind (300 mm distance) the modular block units. Wrap Geotextile up and over drainage layer Stage 4 Place reinforced fill Stage 5 Roll out geogrid perpendicular to wall and connect geogrid to block Slide 61 5.2-60Filters MODULAR BLOCKS Slide 62 5.2-61 Welded Wire Slide 63 5.2-62 Welded Wire Slide 64 5.2-63 Filters Slide 65 5.2-64 Filters Slide 66 5.2-65 Reinforcing DExcavation Facin g Reinfo rcing Barrier Slide 67 5.2-66 See PW for full size drawing Modular Block Slide 68 5.2-67 See PW for full size drawing Pre-Cast Concrete Panels Slide 69 5.2-68 L 6 A 4 Slide 70 5.2-69 See PW for full size drawing Pre-Cast Concrete Panels Slide 71 5.2-70 Connections Slide 72 5.2-71 Wire Mesh Slide 73 5.2-72 Wire Mesh PRIMARY GEOGRID SECONDARY GEOGRID OVERLAP Slide 74 5.2-73 Modular Block Slide 75 5.2-74 Modular Block Slide 76 5.2-75 Modular Block Slide 77 5.2-76 Modular Block Slide 78 5.2-77 Bodkin Bar 1.) BEND LAST APERATURE 2.) PASS APERATURES THROUGH AND INSERT BODKIN BAR 3.) PULL TIGHT Slide 79 5.2-78 Bodkin Bar Slide 80 5.2-79 Steel Strips FRONT FACE OF PANEL Slide 81 5.2-80 Steel Strip Slide 82 5.2-81 Wire Mesh Slide 83 5.2-82 Wire Mesh Slide 84 5.2-83 Obstructions Catch basins/ Inlets/ ManholesCatch basins/ Inlets/ Manholes Parallel pipesParallel pipes Deep foundationsDeep foundations Slide 85 5.2-84 Catch Basin Slide 86 5.2-85 Catch Basin Slide 87 5.2-86 Catch Basin Slide 88 5.2-87 Parallel Pipes Slide 89 5.2-88 Parallel Pipes Slide 90 5.2-89 Parallel Pipes Slide 91 5.2-90 Deep Foundations Slide 92 5.2-91 Reinforcement Strip Skew Slide 93 5.2-92 Reinforcement Strip Skew Slide 94 5.2-93 Cutting of Reinforcement Slide 95 5.2-94 Ancillary Items FExcavation Facin g Reinfo rcing Barrier Slide 96 5.2-95 Ancillary Items BarriersBarriers Precast BarrierPrecast Barrier Cast-in-place barrierCast-in-place barrier Guard railGuard rail CopingCoping Precast copingPrecast coping Cast-in-place copingCast-in-place coping Junctions at C.I.P.Junctions at C.I.P. Slide 97 5.2-96 Precast Barrier Slide 98 5.2-97 Precast Barrier Slide 99 5.2-98 Cast in Place Barrier MODULAR BLOCK UNIT BOND BREAKER GEOGRID TRAFFIC BARRIER Slide 100 5.2-99 Cast in Place Barrier Slide 101 5.2-100 Precast Coping Slide 102 5.2-101 Precast Coping