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Res 075-82 5/4/1982 RESOLUTION NO. RESOLUTION APPROVING THE ENGINEERING FIRM OF CORLETT, PROBST, AND BOYD FOR ENGINEERING SERVICES FOR SANITARY SEWER IMPROVEMENTS ALONG U.S. HIGHWAY 277 AND WEST ALONG DRAINAGE EASEMENT IN UNIVERSITY PARK AREA WHEREAS, the City of Wichita Falls proposes to construct sanitary sewer improvements along U.S. Highway 277, and West along a drainage easement in the University Park area; and, WHEREAS, the City wishes to employ the firm of Corlett, Probst and Boyd to provide engineering services for these improvements; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE CITY OF WICHITA FALLS, TEXAS, THAT; The firm of Corlett, Probst, and Boyd has agreed to provide engineering services according to the attached agreement at such fee as stipulated by Curve A on the attachment taken from the Texas Society of Professional Engineers General Engineering Services Publication. The agreement is hereby accepted and the City Manager is authorized to execute the agreement for the City of Wichita Falls. PASSED AND APPROVED THIS THE 4th DAY OF MAY, .1982. -ri.r A Y 0 R ATTEST: City Clerk Page 6 of 6 Pages Agenda Item No. :\GREENII7E%7 FOR FNGINFFRING SERVICES 1111S AGREDIENNrT made this the-day of �'< ' 1982, by and between the City of Wichita Falls, Texas, her nafter called the OWNER and Corlett, Probst U Boyd, Inc. , hereinafter called the ENGINEER: M7EREAS the OWNER intends to construct Sewer System Improvements along U.S. Hwy. No. 277 between Fairway Boulevard and Allendale Road, and intends to construct another sewer line West from Fairway Boulevard along a drainage easement through University Park: NOW, THEREFORE, THIS AGREEMENT WIPIESSETH: That for and in consideration of the mutual covenants and promises between the parties hereto, it is hereby agreed that the ENGINEER shall furnish engineering services to include the following: (1) He will conduct preliminary investigations, including general studies of the subsurface conditions and routing. (2) He will prepare preliminary plans and an estimate of the cost. (3) He will conduct the necessary design surveys, metes and bounds surveys for legal description of required rights-of-way, and prepare detailed plans, after approval of Preliminary Plans by the O1vNER. (4) He will prepare contract documents which will include a construction contract, advertisement for bids, a general contract, notice of award, payment and performance bonds and specifications. (5) He will provide the necessary copies of the detailed plans and specifications and the construction contracts for the use of the OWNER, bidders and contractors. (6) He will assist the OWNER, when requested, in negotiating for property easements or rights-of-way required to construct the facility, and he will assist the OWNER's attorney in procuring titles, rights and authorizations. (7) He will arrange for, attend and conduct the bid openings and tabulate the bid proposals with recommendations and summaries to the OWNER. (8) He will interpret the intent of the plans and specifications to protect the OWNER against defects and deficiencies in construction on the part of the contractors. He will not, however, guarantee the performance by any contractor. (9) He will provide general engineering inspection of the work of the contractors as construction progresses. Detailed construction inspection and supervision will not be furnished. (10) He will prepare estimates for progress and final payments. (11) fie will ;Lipervise adequate tests to confirm compliance with s".stem operating requirements and conformance with plans and specifications and make a final inspection of all construction and equipment and issue certification of final inspection to the OhNZR. (12) He will provide the 01%NER with (1) set of reproducible "as built" plans and (2) sets of prints on paper at no cost to the OWNER. (13) He will notify appropriate persons of the date and time of final inspection. The OWNTR agrees to pay the ENGINEER as compensation for his services rendered a fee based on the total of all construction contracts and the percentage arrived at by using Curve A. on the attachment taken from the Texas Society of Professional Engineers General Engineering Services Publication. Percentages for compensation shall be based on construction costs, payable as follows: 1. 80% of the total compensation upon awarding of the construction contracts. 2. 20% upon completion of the construction contracts and acceptance by the OWNER. Total compensation for Engineer's services shall not exceed $40,260.00 IN WITNESS WfIEREOF, the parties hereby have affixed their hands this day of 1982. ATTEST: OWNER: The City of Wichita Falls, Texas Y. Wilma J. Thomas, City Clerk Stuart Bach, City Manager ATTEST: ENGINEER: Corlett, Probst & Boyd, Inc. By: L Richard K. Boyd, ecretary A. E. Probst, J . , Vice-President Curves of Media-i-A Compensa.tiorn CURVES A AND B 0 m m O as n iD v L � n -0 •a - c O a, U •� P m iJ n Ln cu a wo 0- N - 0 c n y� L N to LD � C3 •>- r-I U O G E ry 4, N © .� P CL Cn O d O UC (9 O L ". 0., p Q LO 0 D o � � 0 Lw T. .O Q Q m 0 Q U ro � LU F 0 CL Ln ?. O O O to C x y U U7 Q ..J • W E O bD t� ca w E •�' n`i EZ �• E c, `a > Q� .m = E n. o` 0 In o CL= m o N o E p 0 CL) 3 0 � U y U C "p in O •' a, O 0 •a C]. • U � O O U N �? U a,L o a bD - o N C -0 p to w 0 CL O o n a v a, nn C? Cl C.1 �p ..+ CL U E a 3 o n v 0 u�i " ► CDp `n n � C = a, Z C w .— CL O EL E i••. ti v l]CZ v M H o rn 00 w 1N3083d----308VHC D1SVO F- O I • ' l Curve A is intended to apply to assignments of which the following are typical examples: -Water, sewage and industrial waste treatment plants Low cost, or complicated, waterfront and marine terminal facilities Complicated dams and hydro-power installations Small bridges and bridges which are complicated by involved geo- metries and unsymmetrical features, or which require location and/or alternate design studies Grade crossing eliminations Urban streets and freeways, including related drainage facilities Water distribution lines under 16-inch diameter Sanitary sewage collection lines under 24-inch diameter Pumping stations Air pressure tunnels Swimmirrg pools Foundations Curve B is intended to apply to less complicated assignments of which the following are examples: Large intercepting and relief sewers Storm sewers and drains Sanitary sewage collection lines 24-inch diameter and over Water distribution lines 16-inch diameter and over Simple bridges and other structures of straightforward or conven- tional design Dams of average complexity Airport paving and grading Irrigation works, except pumping plants Railways Levees and flood walls, conventional Sewer and water tunnels(free air) Earthwork and dredging Highways and rural roads, except low-cost rural roads High-cost wharf facilities of conventional design Retaining walls and bulkheads, conventional