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5.1-1 Plans and Shop Drawings A 5.1-2 Plan View.

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Presentation on theme: "5.1-1 Plans and Shop Drawings A 5.1-2 Plan View."— Presentation transcript:

1

2 5.1-1 Plans and Shop Drawings A

3 5.1-2 Plan View

4 5.1-3 Plan View

5 5.1-4 PLAN Plan View WALL A WALL C WALL D WALL B N I-500 EB Beginning of Wall End of Wall BaselineBaseline ROWROW Storm Drain Existing Road

6 5.1-5 Elevation View

7 5.1-6 Elevation View

8 5.1-7 ELEVATION Elevation View EG Top of Wall Finished Grade I-500 Bottom of Wall 48 PCP FG toe of wall

9 5.1-8 Cross Section

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 ¼ PER FOOT

11 5.1-10Details CAST IN PLACE BARRIER

12 Details – Phased Construction PHASE 1 PHASE 2 WIRE BASKET FORM

13 Details – Phased Construction

14 Details - Two-Stage MSE Wall

15 PLAN LIMITS OF MSE WALL FACE OF MSE WALL Example Drawings STA EWC R N72 o E PC STA EWC R R=886.3m (See page )

16 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 )

17 Example Drawings PLAN ELEVATION FOLD LINE 65 o BEND FOLD LINE 110 o BEND (See page )

18 Example Drawings PLAN ELEVATION EL EL PROPOSED GRADE TOP OF PANEL (See page )

19 Example Drawings (See page )

20 Example Drawings (See page )

21 FAR CLAUSE SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

22 DRAWING SUBMITTED BY THE CONTRACTOR.DRAWING SUBMITTED BY THE CONTRACTOR.

23 FAR CLAUSE 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.

24 FAR CLAUSE 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,

25 FAR CLAUSE 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.

26 FP-03 Subsection SPECIFICATION AND DRAWINGS

27 GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK.GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK.

28 FP-03 Subsection 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

29 FP-03 Subsection 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.

30 FP-03 Subsection 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)

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 GENERAL. SURVEY ACCORDING TO SECTION 152, AND VERIFY THE LIMITS OF THE WALL INSTALLATION. PREPARE AND SUBMIT INSTALLATION DRAWINGS ACCORDING TO SUBSECTION

32 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

33 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.

34 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

35 Contract Drawing See full size drawing in Participant Workbook Figure Typical Contract Drawing for MSE Wall Abutment

36 Shop Drawing See full size drawing in Participant Workbook Figure Shop Drawing for MSE Abutment

37 Shop Drawing Details

38 Stepped Foundation

39 Stepped Foundation

40 Leveling Pads 150 mm x 300 mm (6 x 12) UNREINF. CONC. LEVELING PAD PROPOSED FINISHED GRADE

41 5.2-40

42 Concrete Leveling Pads

43 Geo-composite Sheet Drain

44 Composite Strip Drains

45 Granular Drain and Pipe

46 Composite Strip Drains

47 Impervious Membrane

48 Geomembrane

49 Layout, Size, and Finish

50 See PW for full size drawing Pre-Cast Concrete Panels

51 Pre-Cast Concrete Panels

52 Pre-Cast Concrete Panels

53 Pre-Cast Concrete Panels

54 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

55 Filters

56 See PW for full size drawing Modular Block

57 Modular Block

58 PLACE 2 STANDARD CONNECTORS AT EVERY STANDARD UNIT

59 Modular Block

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

61 5.2-60Filters MODULAR BLOCKS

62 Welded Wire

63 Welded Wire

64 Filters

65 Filters

66 Reinforcing DExcavation Facin g Reinfo rcing Barrier

67 See PW for full size drawing Modular Block

68 See PW for full size drawing Pre-Cast Concrete Panels

69 L 6 A 4

70 See PW for full size drawing Pre-Cast Concrete Panels

71 Connections

72 Wire Mesh

73 Wire Mesh PRIMARY GEOGRID SECONDARY GEOGRID OVERLAP

74 Modular Block

75 Modular Block

76 Modular Block

77 Modular Block

78 Bodkin Bar 1.) BEND LAST APERATURE 2.) PASS APERATURES THROUGH AND INSERT BODKIN BAR 3.) PULL TIGHT

79 Bodkin Bar

80 Steel Strips FRONT FACE OF PANEL

81 Steel Strip

82 Wire Mesh

83 Wire Mesh

84 Obstructions Catch basins/ Inlets/ ManholesCatch basins/ Inlets/ Manholes Parallel pipesParallel pipes Deep foundationsDeep foundations

85 Catch Basin

86 Catch Basin

87 Catch Basin

88 Parallel Pipes

89 Parallel Pipes

90 Parallel Pipes

91 Deep Foundations

92 Reinforcement Strip Skew

93 Reinforcement Strip Skew

94 Cutting of Reinforcement

95 Ancillary Items FExcavation Facin g Reinfo rcing Barrier

96 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.

97 Precast Barrier

98 Precast Barrier

99 Cast in Place Barrier MODULAR BLOCK UNIT BOND BREAKER GEOGRID TRAFFIC BARRIER

100 Cast in Place Barrier

101 Precast Coping

102 Precast Coping


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