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WA9601-SP 980701 SHIMEK, JACOBS & FINKLEA, L.L.P. t' CONSULTING ENGINEERS DALLAS, TEXAS Date: July 1, 1998 Landmark Structures nc. 1665 Harmon d Ft Worth xas 76 ! 77 · : . innea Re: City of Coppell Sandy Lake Road Water Line We are transmitting herewith three copies of the submittal data furnished by Landmark Structures, Inc. These copies have been reviewed and marked as follows: Explanation No Make Revise Submit No. Exceptions Corrections and Specified Dwg. No. Sheets Dwg. Description Taken Rejected Noted Resubmit Items 24-Hour Contact List XX Trench Safety Plan XX Remarks: By copy of this letter we are returning one copy of the submittal to Mr. Larry DaZiS,: City of Cop,C2~j Paul A. Ca~I.T. Checking of shop drawings by Shimek, Jacobs & rinklea, L.L.P. is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactoD' manner. LANDMARK STRUCTURES, INC. LETTER OF TRANSMITTAL 1665 Harmon Road Fort Worth, Texas 76177 (817) 439-8888 ;Date ~Job. No. Fax (817) 439-9001 6/23/98 Attn: TO: Shimek, Jacobs & Finklea Mr. Gary C. Hendricks, P.E. Re: 8333 Douglas Avenue, Suite 820 Sandy Lake Road Water Line City of Coppell, Texas Dallas, Texas 75225 WE ARE SENDING YOU THE A'I'I'ACHED ITEMS: Copies Spec Section Submittal No. Description 5 24-Hour Contact List 5 Trench Safety Plan THESE ARE BEING TRANSMITTED: Information for Record O&M Data X Information for Engineer's Approval X Return 2 Copies CERTIFICATION: This information has been reviewed and determined to be in compliance with the contract documents including plans and specifications as modified by addenda, change orders and field orders. Any exceptions to the contract documents are noted below. EXCEPTIONS / REMARKS: 1. Certificate of Insurance has been requested and will be forthcoming. Signed ~ .~ Joe Swinnea Sandy Lake Road Water Line Coppell, Texas The following is a list of our key employees and emergency numbers who will be associated with the Sandy Lake Road Water Line Project: Mike Albert, Inc. P.O. Box 211044 Bedford, Texas 76095-8044 Ph: (817) 577-8605 Fax: (817)577-0034 Contact Position Mobile No. Pager No. Home No. Jim Amyotte Project Manager (214) 912-9847 (817) 499-8676 (817) 636-2642 Brad Lands Project Supt. (214) 502-0935 (972) 909-2459 (972) 962-6600 Landmark Structures, Inc. 1665 Harmon Rd. Ft. Worth, Texas 76177 Ph: (817) 439-8888 Fax: (817) 439-9001 Contact Position Mobile No. Pager No. Home No. Joe Swinnea Project Manager (817) 925-4840 (817) 439-0707 XNO EXCEPTION TAKEN [] MAI<E CORRECTIONS NOTED [] REJECTED [] REVISE AND RESUBMIT [] SUBMIT SPECIFIED ITEM Checking is or'!y for ?n:,ra~ conformante with the design conc':'p', '.)f '.iv.: F,:'c~!~'ct ~-nd ~em~r~i compliance with 'the in~ern:::~:~r; ~%L~n mt:-;:. ccntr.,zct Jacuments. Any action shc, wniz, ~'.~b~,~c~ '~> ~he ~-.:,~,,;~'e:"~enas of the plans and specZficr,',~cn::. C:.r,~;a;:~r~' is zc;F..,:.n:fig[e for: dimensions wh~::h :;h~;] M.a conrirm~,d and correlated at the job site; ~abr~c;:~]~>n p~(:cez<~cas ai;~ t.a,:hn3q~es of construction, co- ord~nafiam of hi:: wo'.k w~th ~'~',at of Ell other trades and performing his work in a safe and satisfactory manner. SHtMEK, JACOBS & FINKLEA CONSULTING ENGINEERS DALES, TEXAS Date~~ By ~ .. City of 0o1~11, ~ Sandy I~ Roa~l~ater Line ~O EXCEPTION TAKEN [] MAKE CORRECTIONS NOTED [] REJECTED [] REVISE AND RESUBMIT [] SUBMIT SPECIFIED ITEM Checking is only for general' conformance with the design concept of the project and general compliance with the inform. ation given in the contract documents. Any action shown is subject to the requirements of the plans. and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job-~ite; fabrication processes and techniques of construction, co- ordination of his work with that of all other trades and I)erforming his work in a safe and satisfactory manner. SHIMEK, JACOBS & FINKLEA CONSULTING ENGINEERS DALLAS, TEXAS city of oo~e~, Texas " Sandy hake ~oad Water .,~~ -.: ~~~j~ '. .... ;,' ~.~.. - ~c~t "'~'>'~ ' ' · ~~ . ~-,.,-~..~.~., ~,.~ VE{T!GAL ,.-, - ~ 981 6 ,, , .... i Site Development Engineering, Inc.~ ot ~ :U~-2~-~99~ 23:45 93~ P. ~2 '- City of Cbppell, Texas ., Sandy Lake Road Water Line GENERALNOTES 1. The details on this submittal are prepared in compliance with Federal Department of Labor ~ Occupational Safe{y and Health Administration (OSHA} 2226 Federal Register 29 CFR Part 1926. Subpan P titled Excavations Trenching and Shodno. 2. Recommendations and details on this submittal are for the referenced site and project specifically and are not for rouse. 3. Slope recommendaliens, unless noted. are for short term cuts In soil. Short term under this submittal shall mean 72 hours or less. When the contractor must use open cut slopes for longer penads. the slope shall be cut with eight (8) degrees less incline from the horizontal than shown on the drawing included with this Trench Safety Plan. 4. Ground water and euHace drainage management during conitru~tion are ~hu reij;x~nsfDillty el the contractor, In the event ground water and the resulting unstable conditions are encountered. Site Development Engineering, Inc shall be called to determine if modlflcalion to this submittal is required (281) 360-6787. 5. Trench shield or shoring with Sheeting shall be used for vertical cut trenches over five (5) feet in depth when made in noncohesive backfill. 6. The method of trench protection used shall be as shown on the attached detail sheet(s). Sheeting shall be equal to the hardwood plywood as manufactured by Shor Form. Spacing between shoring frames shall not exceed eight (8) feet on center for cohesive soils. If conditions are encountered which require sheeling. the spacing shal) be reduced to four (4) feet on center. 7. Contractor shall place ladders In trenches deeper than four (4) feet such that no more than 25 feet of lateral travel is required for a person in the excavation to reach a ladder for egress. 6. Periodic inspections of the site are to be made by contractors qualified representative {meeting Competent Person requirements under OSHA ). These inspections shall be made daily or more frequently as c~nditions indicate is needed.