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Plans and Shop Drawings

Plans and Shop Drawings. A. Plan View . Plan View . WALL D. I-500 EB. WALL B. WALL C. 10 00. WALL A. 5 00. N. PLAN. End of Wall. Plan View . Existing Road. ROW. Storm Drain. Beginning of Wall. Baseline. Elevation View . Elevation View . 540. 530. 520. 510. ELEVATION.

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Plans and Shop Drawings

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  1. Plans and Shop Drawings A

  2. Plan View

  3. Plan View

  4. WALL D I-500 EB WALL B WALL C 10 00 WALL A 5 00 N PLAN End of Wall Plan View Existing Road ROW Storm Drain Beginning of Wall Baseline

  5. Elevation View

  6. Elevation View

  7. 540 530 520 510 ELEVATION Elevation View Finished Grade I-500 Top of Wall EG FG toe of wall 48” PCP Bottom of Wall

  8. Cross Section

  9. A Typical MSE Wall Cross Section COPING PRECAST CONCRETE PANELS RETAINED SOIL REINFORCED SOIL ¼” PER FOOT REINFORCING GEOTEXTILE 6” PERF. PIPE LEVELING PAD 15’ MIN

  10. Details CAST IN PLACE BARRIER

  11. WIRE BASKET FORM PHASE 2 PHASE 1 Details – Phased Construction

  12. Details – Phased Construction

  13. Details - Two-Stage MSE Wall

  14. PC R=886.3m N72o-24”-51”E STA EWC 1+380 13.700 R STA EWC 1+170 13.700 R (See page 5.1.24) Example Drawings FACE OF MSE WALL LIMITS OF MSE WALL PLAN

  15. 1200mm x 1200mm BOX CULVERT SEE DWG. No. UD EW4 GUIDE RAIL (TYP.) L CAST IN PLACE CONCRETE GUTTER C (See page 5.1.24) Example Drawings FACE OF MSE WALL LIMITS OF MSE WALL PLAN

  16. FOLD LINE 65o BEND FOLD LINE 110o BEND PLAN ELEVATION (See page 5.1.27) Example Drawings

  17. TOP OF PANEL EL. 399.680 EL. 399.680 PLAN ELEVATION PROPOSED GRADE EL. 395.180 (See page 5.1.27) Example Drawings

  18. (See page 5.1.29) Example Drawings

  19. (See page 5.1.31) Example Drawings

  20. FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

  21. FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION DRAWING SUBMITTED BY THE CONTRACTOR.

  22. FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION • DRAWING SUBMITTED BY THE CONTRACTOR. • DETAILS THE PROPOSED FABRICATION AND ASSEMBLY OF STRUCTURAL ELEMENTS • DETAILS THE INSTALLATION (IE, FIT AND ATTACHMENT DETAILS) OF MATERIALS OR EQUIPMENT.

  23. FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION 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,

  24. FAR CLAUSE 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION 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. THE CONTRACTOR SHALL SUBMIT TO THE CO FOR APPROVAL 4 COPIES (UNLESS OTHERWISE INDICATED) OF ALL SHOP DRAWINGS.

  25. FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS

  26. FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK.

  27. FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS • GENERAL. PREPARE DRAWINGS NECESSARY TO CONSTRUCT THE WORK. • LIMIT SIZE TO 24”X36”. INCLUDE ON EACH DRAWING AND CALCULATION SHEET. • PROJECT NUMBER • NAME • OTHER IDENTIFICATION AS SHOWN IN THE CONTRACT

  28. FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS FURNISH 5 SETS OF DRAWINGS ALLOW 40 DAYS PER SUBMISSION FOR RAILROAD STRUCTURES ALLOW 30 DAYS PER SUBMISSION FOR ALL OTHER STRUCTURES IF DRAWINGS MUST BE RESUBMITTED, THE TIME FOR ACCEPTANCE STARTS OVER.

  29. FP-03 Subsection 104.03-SPECIFICATION AND DRAWINGS • SPECIFIC REQUIREMENTS FOR CONCRETE AND MISCELLANEOUS STRUCTURES. • 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 (FALSEWORK): (a)-(c)

  30. 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.

  31. Shop Drawing • Is submitted by the Contractor. • Should be specified in the Design Drawing. • Should include or refer to installation guide. • Should be reviewed and approved by the Engineer. SHOP DRAWINGS SHOP DRAWINGS

  32. Shop Drawing Includes • 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.

  33. Shop Drawing Includes • Details of revisions or additions to drainage systems or other facilities required to accommodate the system. • Other information required in the contract documents. CAST IN PLACE BARRIER PRE-CAST

  34. Contract Drawing Figure 5.1.5 Typical Contract Drawing for MSE Wall Abutment See full size drawing in Participant Workbook

  35. Shop Drawing Figure 5.1.6 Shop Drawing for MSE Abutment See full size drawing in Participant Workbook

  36. Shop Drawing Details

  37. Stepped Foundation

  38. Stepped Foundation

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

  40. Concrete Leveling Pads

  41. Geo-composite Sheet Drain

  42. Composite Strip Drains

  43. Granular Drain and Pipe

  44. Composite Strip Drains

  45. Impervious Membrane

  46. Geomembrane

  47. Layout, Size, and Finish

  48. Pre-Cast Concrete Panels See PW for full size drawing

  49. Pre-Cast Concrete Panels

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