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UTILITIES AGREEMENT WITH U.S. HOME CORPORATION " 'or ; 1.- .1 RECEIVED { ;..- [ US.HOme~] Florida Land Development I Central Division One Countryside Office Park · Suite 400 P. O. Box 5088 · Clearwater, Florida 33518 (813) 796-0911 MAY 5 1980 QTX ~1~lIQj II cr, VI"W April 23, 1980 Af'~ > (~ 1980 Mr. ThOIIB.S A. Bustin City Attorney City of CleaIWater P. O. Box 4748 Clea:rwater, FL 33518 ~r ATlOIN~ Lear Mr. Bustin, In response to your letter of April 18, 1980, I am returning the City's copy of the Utilities Agreerrent which has been executed and affixed with the U. S. HOllE Corporation Seal. Thank you for your cooperation in this matter. Sincerely, U. S. HOME CORPORATION FWRIIlA. LAND DEVEIDPMENT!CENTRAL DIVISION ~/j~. Paul H. Corace Project Levelopnent Manager PHC!drn Enclosure cc: 04-314-203 Olrono. '/ ,,""" / ./ / '._r //: <;/ / " ,:~ , v/ If1;. . t, ',' If " I t UTILITIES AGREEMENT This agreerrent between the City of Clea:rwater and U.S. Hane Corporation is made in order to: Provide the rrost econanical ID2thod for the City of Clea:rwater to obtain additional capability of water and sewer facilities in the Countryside area by sharing the cost of installation of oversized water and sewer lines, purrp station and force mains by U. S. HOTll2 Corporation. This agreerrent supersedes all previous agreements between the City of Clearwater and U.S. Harre Corporation regarding the water and sewer facilities described in the Exhibits attached to the letter from Post, Buckley, Schuh & Jern.igan dated March 21, 1980 to the City of Clearwater titled Countryside/U.S. Home Corporation Cost Reimbursement Data and designated Attachrrent I to this agreement. The agreement is specifically as follows: 1. The City of Clea:rwater will reimburse U. S. HOTll2 Corporation for over- sizing the water distribution system in and around the Countryside Project. The reimburseID2nt will consist of paying the difference be- tween the cost of the water distribution system that would have been adequate for the COlIDtryside Project and the cost of the oversized water distribution system requested by the City of Clearwater. The costs are defined as payment made for installation of the water dis- tribution system and do not include expenditures by U. S. Harre for Engineering, land or easements or contract administration. The differ- ence in cost is detennined by ID2thods described in Attachrrent 1 and final measureID2nt of the water main size & length, fittings, excavation and other work incidental to the installation will be made by Post, Buckley, Schuh & Jern.igan, Inc. Verification of the measurerrents, if required, will be at the expense of the City of CleaIWater. The estimated cost to the City of Clea:rwater for oversized water distribution system des- cribed in Attachment 1 is $32,772.94. The actual cost will be deter- mined by measurernent of the corrpleted system. 2. The City of Clea:rwater will reimburse U. S. Harre Corporation for over- sizing gravity sewer collection system in the Countryside Project. The rrethod of measurement and detennination of cost will be in accordance with the procedure outlined in Paragraph 1 above and Attachment 1. The estimated cost to the City for oversizing gravity sewer collection system described in Attachrrent 1 is $37,142.10. The actual cost will be deter- mined by ID2asurerrent of the canpleted system. In addition to the oversized gravity sewer system described in Attachrrent 1 (with exhibits), U.S. Horre oversized a gravity sewer line fran Land- mark Drive to the Hermitage pump station site. The details of the work and definition of the cost differential for the oversized gravity line are included in a report dated April,1979 prepared by Post, Buckley, Schuh & Jernigan titled Countryside - Northeast Sanitary Sewer and is AttachID2nt 2 to this agreerrent. The actual cost to the City of Clear- water for oversizing the gravity sewer line is $17 ,860.85. 3. . The City of Clearwater will reimburse U. S. Harre Corp:::>ration for over- sizing the sewerage purrp station to be located on Tract 2 of COlIDtryside and the associated force main as depicted in Attachrrent 1 rto this agree- ment. The City of Clearwater will pay the difference between the cost of the force main that would have been adequate for the Countryside Project and the cost of the force main requested by the City of Clearwater. The defini tion of these costs and ID2thod of rreasurement for the oversized I ('c \;' iJ tC.... -., '., i (\1, ~ ,. l'\'" , , L((;t~L.) , ',I } I I I c' /' .. '';0,1 :r- :."'. \ _. . " ). ;- -U" / /-1 ...L . ...... "- If/! '''"' .-t. , ,..' I ( sewer force main will be accomplished in the same manner as previously described in paragraphs 1 & 2. The City of Clearwater will pay for 49% of all costs of the pump station installation excluding engineering, land or contract administration. The sewage pump station and force main are being designed by Post, Buckley, Schuh & Jernigan and the drawings must be approved by the City of Clearwater. Contracting procedure will require sealed bids with a public opening by Post, Buckley, Schuh & Jernigan Engineers in the presence of a designated City of CleaIWater official. The estimated cost of the oversized force main to the City of Clearwater is $40,960.00 and the estimated cost to the City of Clear- water for the oversized pump station is $117,600.00. Actual cost will be determined by ID2asurement of the completed system. The City of Clearwater will pay the aTIOilllts due as determined by this agreement within 30 days of receipt of invoices for completed }X>rtions of the oversized water and sewer system described in Attachnentsin cluding exhibits thereto. 4. u. S. Home agrees to install the oversized water & sewer systems requested by the City of CleaIWater and described by Attachrrents and exhibits. Agreed to this / Ifdv day Of~h, 1980. u. S. HOME CORPORATION -'-7 '"' .'--L. . - " IN::, ~S WHEREOF, the parties have set their hands and seals the day and yesr first' above written. Approved as to form and correctness: Countersigned : ~ScifjQ;;I- Attest: ....... '- -. ~ 'j)' , . /. ') .' -. . i.. / I') . v.' .' ......0' '.' ~~~~rcr~~u'~ / " A'l'l'ACi::' li-.:=NT 1 'ID VI' ILITIES N~KEE\;j'::NT ci 1 of CleaD'Ilater/U. S. Ho.le I P B POST, BUCKLEY, SCHUH & JERNIGAN, INC. 5 CONSUL T1NG ENGINEERS AND PLANNERS J 2280 U.S. HIGHWAY 19 NORTH SUITE 165 CLEARWATER, FLORIDA 33515 TELEPHONE 813/725.3614 March 21, 1980 Mr. Max G. Battle, P.E. Public Works Director City of Clearwater P.O. Box 4748 Clearwater, FL 33518 Attn: Mr. Cecil Henderson Re: Countryside/U.S. Home Corporation Cost Reimbursement Data Dear Mr. Battle~ As per the results of our meeting of March 18, 1980 concerning reimbursement costs to be paid by the City of Clearwater to the U.S. Home Corporation, we are submitting the attached data outlining the procedures we used to estimate the cost for oversizing the various utilities. As you know, both oversized water distribution mains and oversized sanitary sewer facilities have been, or will be, constructed within Countryside in order to meet the needs of other areas of the City of Clearwater outside of the boundaries of the Countryside project. The following is an explanation of the procedures used to determine the cost as well as the exhibits and attachments to this letter. WATER DISTRIBUTION SYSTEM Exhibit 1 - This is a print of a portion of the master water distribution plan for Countryside. Three areas of concern are shaded and pertain to water mains constructed with Tract 55 -Unit 1, Tract 56 - Unit 1, Tract 60 of Countryside. Exhibit 2 - This exhibit contains two tables. Table 1 shows the method used to compute the additional cost incurred to construct the oversized water mains, gate valves, fittings, etc. The format is identical to that used previously by your department during their analysis of utilities in other areas of Countryside that were also oversized. Please note that the actual unit prices used for the 12-inch diameter system was taken directly from the executed contract for each of the projects. Also, the 8-inch diameter unit costs from Tract 60, as shown in the executed contract for the project were used to compute the additional cost for that tract as well as a basis to proportion the additional cost for the other tracts. (Copies of the bid forms from the executed contracts are included with Attachment 1). ~ .. I Mr. Max Battle, P.E. March 21, 1980 Page 2 I Table 2 shows the additional wo~k pertaining to future connections to Tract 61 of Countryside and the Hermitage project located east of Tract 60. These items of work were requested by the City of Clearwater to service the future park site as well as a possible future interconnection with the existing water mains east of the present limits of the City of Clearwater, and it is our understanding that the U.S. Home Corporation will be reimbursed for the entire amount to construct these utilities. The total reimbursement cost for the water supply system, as shown on Exhibit 2, is $32,772.94. Exhibit 3 - This is a set of blue lines of sheet 4, 5 and 8 of the record drawings for Tract 55 - Unit 1. The portions of the water distribution system in question are outlined in yellow. Exhibit 4 - This is a blue line of sheet 9 of the record drawings for Tract 56 - Unit 1. The portion of the water distribution system in question is also outlined in yellow. Exhibit 5 - This is a set of blue lines of sheets 11 and 12 of the approved construction plans for Tract 60. The portions of the water distribution system that were oversized are indicated in yellow. The portions of the system that were added to service either the future park site or interconnect with 6ther water distribution systems are shown in red. SANITARY SEWER SYSTEM Exhibit 6 - This is a blue line of a portion of the master sanitary sewer plan for Countryside. The location of the gravity sewer, force main, and lift station that were oversized to accept flow from areas outside of Countryside are indicated using various shading. The gravi~y sewer areas in question areTract 60 - Phase 1, the sanitary sewer along Curlew Road between Countryside Boule- vard and Landmark Drivet and the sanitary sewer along Curlew Road to service Tract 90 - Phase 1. Other areas in question are the force main from Pump Station No. 10 to the existing gravity sanitary sewer system in Countryside Boulevard and the future Pump Station No. 10. Exhibit 7 - This includes a set of forms outlining the unit price, quantity, etc. used to compute the additional construction cost incurred to oversize the various portions of the gravity sanitary sewer system. The unit costs were taken directly from executed contracts for each of the.areas in question. The total additional cost incurred to oversize the gravity sanitary sewer systemis $37,142.10. Exhibit 8 - This is a set of blue lines of sheets 3 and 4 of the approved construction plans for Tract 60. The different pay cuts for the area in question is shown in various colors. It should be - --. - . , .t I Mr. ~'ax Battle, P.E. March 21, 1980 Page 3 I noted that a l2-inch diameter gravity sanitary sewer system would have been adequate in this area to convey the sewage only generated within the Countryside project. This was indicated in the report previously reviewed by the City of Clearwater and Briley Wild & Associates. Exhibit 9 - This is a print of sheet 2 of the approved construction plans pertaining to the sanitary sewer along Curlew Road from Countryside Boulevard to Landmark Drive. The different pay cuts are again shown in various colors. It should be noted that the report mentioned above indicated that a 10-inch diameter gravity sanitary sewer would be adequate to serve the Countyside area from manhole 73B to manhole 3 as shown on this exhibit, and that a 12- inch diameter sanitary sewer would be required downstream of manhole 3. The pay cuts used to construct the actual system were also used to estimate the cost that would have been incurred to construct the smaller diameter system. Also, the entire cost to construct manhole 73B is attributed to the City of Clearwater since a manhole had already been constructed at this approximate location with adequate upstream and downstream connections to serve the Countryside area. Exhibit 10 - These are blue lines of sheets 7 and 10 of the approved construction plans for Tract 90- Phase 1. Again, the pay cuts for the sanitary sewer are indicated in various colors. It should be noted that an 8-inch gravity sewer would have been adequate to service Tract 90 and the cost difference is, therefore, based on that diameter. The gravity sanitary sewer mentioned above within Landmark Drive has already been constructed while the gravity sanitary sewer along Curlew Road from Countryside Boulevard to Landmark Drive is presently under construction and the remainder of the sewer along Cu~lew Road to Tract 90 is under contract and will be constructed within the next several months. The two remaining areas in question pertain to the force main from Pump Station No. 10 to the gravity sewer system in Countryside Boulevard and Pump Station No. 10 itself. A 12-inch diameter system will be constructed rather than the 8-inch diameter system required to service only the Countryside area. The total length of force main is estimated to be 6,400 lineal feet. The construction plans are being finalized for the force main and it is anticipated that construction will begin within 60 days. For budgeting purposes, the cost per foot for the 12-inch diameter system is estimated to be $15.20 and the estimated cost per lineal foot for the 8-inch diameter system is $8.80. The total' estimated reimbursement due to the U.S. Home Corporation would, therefore, be $40,960. . -. -'. . !. ~ L . '. I I Mr. Max Battle, P.E. l~arch 21, 1980 Page 4 Finally, the estimated construction cost for Pump Station No. 10 is $240,000. As you know, these plans have been reviewed once by your department and Briley Wild & Associates and will be submitted for final 'approval shortly. It is our understanding that the City of Clearwater will pay 49 percent of the actual construction cost, and therefore, for budgeting purposes this amount is estimated to be $117,600. The total reimbursement to be paid to the U.S. Home Corporation by the City of Clearwater for oversizing the sanitary sewer facilities is, therefore, estimated to be $195,702.10. For budgeting purposes, we estimate that the total construction cost to be reimbursed by the City of Clearwater to the U.S. Home Corp- oration is as follows~ Water Distribution System "Sanitary Sewer Facilities GRAND TOTAL $ 32,77 2. 94 $195,702.10 $228,475.04 Also included are Attachments 1 and 2, which are the computation sheets we used to determine lineal footage, construction costs, etc. for the water distribution system and gravity sanitary sewer system. Please let me know if you have any questions or if you feel that a meeting will be required to discuss our procedures used to determine these reimbursement costs. Please contact either myself or Larry Kistler of our office for clarification. We are ready to meet with personnel from your department and visit the existing and proposed construction sites if you feel that would be helpful." Thank you for your assistance and the assistance of your staff to resolve this question. Very truly yours, POST, BUCKLEY, SCHUH & JERNIGAN, INC. El.': dw Attachments 525-680.73 cc~s Zimmerman