53A SPECIFICATION SECTION NO. (COVER ONLY ONE SECTION WITH. OF SPECIFICATION SHEET, ONLY NO. (Type, size, model number, etc.)

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1 TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR MANUFACTURER'S CERTIFICATES OF COMPLIANCE FOR APPROVAL (READ INSTRUCTION ON THE REVERSE SIDE PRIOR TO INITIATING THIS FORM) 1. REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (THIS SECTION TO BE INITIATED BY THE CONTRACTOR) FROM DATE CONTRACT NO. December 9, 2011 N D-1781 (0005) SLONE ASSOCIATES TO TRANSMITTAL NO. Theodore Packowski ENS, CEC, USN, ROICC Charleston NEW SUBMITTAL VIA PREVIOUS TRANSMITTAL NO. (If any) RESUBMITTAL 53A SPECIFICATION SECTION NO. (COVER ONLY ONE SECTION WITH PROJECT TITLE AND LOCATION EACH TRANSMITTAL) Structural Repairs to TC Dock, Naval Weapons Station, Charleston,SC ADDITIONAL ENCLOSURES TO ADDITIONAL COPIES TO 53B MFG. OR CONTR. Y & D ROICC CAT. OR CURVE, NO. Y & D DRAWING USE ITEM DESCRIPTION OF ITEM SUBMITTED DRAWING OR OF SPECIFICATION SHEET, ONLY NO. (Type, size, model number, etc.) BROCHURE NO. COPIES PAR. NO. PLATE, OR ACTION (See instruction No.7) FILE NO. CODE a. b. c. d. e. f. g. 1 Revised Phase 1, 2, and 4 Concrete Pile Order List for Approval Comments: NAME AND SIGNATURE OF CONTRACTOR Chris Boyce ll. ROICC ACTION (THIS SECTION WILL BE USED BY THE APPROVING AUTHORITY ONLY) ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVE TO ITEMS SUBMITTED: (A code letter will be inserted for each item in column g, section I, above) A - APPROVED AS SUBMITTED. C - APPROVED, EXCEPT AS NOTED ON DRAWINGS. E - DISAPPROVED. REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED SEE ATTACHED SHEET B - APPROVED, EXCEPT AS NOTED ON DRAWINGS. RESUBMISSION NOT REQUIRED. D - WILL BE RETURNED BY SEPARATE CORRESPONDENCE NOTE: Approval of items does not relieve the contractor from complying with all the requirements of the contract plans and specifications. ENCLOSURES RETURNED (List by Item No.) NAME, TITLE AND SIGNATURE OF APPROVING AUTHORITY DATE 6ND-SOUTHDIV (Rev. 5/70) SHEET 1 OF 1

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10 TC Dock Precast Concrete Pile Order List for Phase I, II and IV Phase I Required Length of Order PSC PSC Pile Pile Required Available Required Pile Item Location Cross Grid Location Type of Pile Loading Condtn. Section (LF) Length (PSC (LF) Qty of pile (EA) Qty of pile Qty of Pile at site (EA) (EA) Lable/ Make Remarks 1 Between B/C Plumb Tension MK6 With HP 12x53 Stinger 2 Between C/D Batter Phase II Required Length of Order PSC Actual PSC Pile Pile Required Available Required Pile Item Location Cross Grid Location Type of Pile Loading Condtn. Section (LF) Length (PSC (LF) Qty of pile (EA) Qty of pile Qty of Pile at site (EA) (EA) Lable/ Make Remarks 1 Between 77.5 B/C Plumb Tension MK1 With HP 12x53 Stinger 2 Between 77.5 C/D Batter MK2 3 Between 86.5 A/B, B/C, E/F & F/G Plumb MK1 4 Between 88.5 A/B, B/C, E/F & F/G Plumb MK1 5 Between 90.5 A/B & B/C Plumb MK1 5 Between 90.5 E/F Plumb Tension MK1 With HP 12x53 Stinger 6 Between 90.5 F/G Batter MK3 7 Between 96.5 A/B, B/C, E/F & F/G Plumb MK2 8 Between 98.5 A/B, B/C, E/F & F/G Plumb MK2 9 Between A/B, B/C Plumb MK2 10 Between E/F Plumb Tension MK2 No Striger 11 Between F/G Batter MK3 Phase IV Required Length of Order PSC Actual PSC Pile Pile Required Available Required Pile Item Location Cross Grid Location Type of Pile Loading Condtn. Section (LF) Length (PSC (LF) Qty of pile (EA) Qty of pile Qty of Pile at site (EA) (EA) Lable/ Make Remarks 1 Between 6.5 B/C Plumb Tension MK4 With HP 12x53 Stinger 2 Between 6.5 C/D Batter MK4 3 Between 22.5 B/C Plumb Tension MK4 With HP 12x53 Stinger 4 Between 22.5 C/D Batter MK4 5 Between 26.5 A/B, B/C, E/F & F/G Plumb MK3 7 Between 28.5 A/B, B/C, E/F & F/G Plumb MK3 8 Between 30.5 A/B, B/C, E/F & F/G Plumb MK3 9 Between 31.5 B/C Plumb Tension MK3 With HP 12x53 Stinger 10 Between 31.5 C/D Batter MK4 11 Between 35.5 B/C Plumb Tension MK3 With HP 12x53 Stinger 12 Between 35.5 C/D Batter MK4 Item Pile Order Summary Description Phase I Piles (EA) Phase II Piles (EA) Phase IV Piles (EA) Total Piles (EA) Pile Length (LF) 1 Mark Mark Mark Mark Mark Total Number of Piles 46 EA