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SEWER SERVICE AGREEMENT AND SPECS ~- ~~ , ,:,,~' I 1 ~~ AGREEMENT T 13 ~ day of February, 1956, HIS AGREE~ffiNT, ~~de this __ by and between the CITY OF CLEARWATER, a municipal corporation, of Pinellas County, Florida, party of the first part, hereinafter referred to as the "City", and Hm.ffi BUILDERS, INC., a Florida corporation, Developers of Betty Lane Heights 2nd Addition, SANFO PARK HOMES, INC., a Florida corporation, Developers of Stevenson Heights Subdivision, and WILLIA}l M. GOZA, JR., as Trustee of Highland Terrace ~~nor pursuant to Trust Agreement dated January 11, 1955, filed for record ~~rch 2, 1955, Public Records of Pinellas County, Florida, parties of the second part, hereinafter called the "Developers," WITNESSETH: THAT WHEREAS, the City and the Developers have cooperated in the furnishing of utilities and the development of the subdi- visions set out above, and WHEREAS, the Developers have formerly requested sewer service and have verbally agreed to pay their proportionate share of the cost thereof, and WHEREAS, pumping equipment of larger capacity is needed in the lift station providing sanitary sewer service to the afore- mentioned subdivisions. NOW, THEREFORE, in consideration of the mutual covenants and promises hereof and in further consideration of other good and valuable considerations, THE PARTIES HERETO HEREBY AGREE AS FOLLOWS: 1. That the City will provide and install sewage pumping equipment of a larger capacity in the sewage pumping station now servicing Betty Lane Heights 2nd Addition, Stevenson Heights Subdivision, and Highland Terrace ~~nor. 2. That the Developers shall pay within thirty (30) days of the date of this agreement the City th~refor the following amounts respectively according to the following schedule and ( calculations: O~_I ,~C2~_Q:'~,(j] vi f"wt, I I Subdivisions No. Lots Percentages Highland Terrace ~~nor Stevenson Heights Betty Lane Heights 2nd Addition 166 79 87 50sb I, 2410 26% ~" '{' In the event that the total cost to the City is less than Seven Thousand Eight Hundred Dollars ($7,800.00), pro-rata refunds will be made to the respective developers according to the fore- going percentages. 3. The equipment and installation will be purchased and accomplished according to the attached specifications which are by reference made a part hereof. 4. No lots or plots not shown on the copy of the plats of the several subdivisions hereinbefore set out, which copies are attached hereto and are by reference made a part hereof shall be connected. IN WITNESS WHEREOF, the parties hereto have hereunto set their respective hands and corporate seals the day and year first above written. /~ -',/ ,/' City:; ger ~CO~~ , ayor- onmussJ.oner Approved as to form and correctness: ~" pi ~1tr'" 17- ~ CJ.t~ rney ;./~ ~ '-" / ~ /. U' #,. -/~~ SANFO PARK HOMES, INC. Attest: Witnesses as to execution by WilliamM. Goza, Jr., As Trustee of Highland Terrace Manor: ~ H~~~E l-lANOR William M. Goza.~~rustee of Highland Terrace ~~n~ pursuant to Trust Agreement dated January 11, 1955, filed for record March 2, 1955 -2- ",- ." ~~ I { DETAIL SPECIFICATIONS EQUIPMENT FOR KINGSHIGHWAY SEWAGE LIFT STATION . The Contractor shall furnish and deliver on the site necessary equipment as specified herein. The Cor.tractor shall examine the site to determine what equipment shall be left in place. l'iping The Contractor shall furnish ne cessary addit ional piping; unle$otherwise noted on the plans, all pipe shall be cast iron. The cast iron pi;.>e shall conform to the A. ~'l. i~.T. A. Specifications for Cast Iron Pipe, Class 150#. The pipe shall be Flange Pipe. Cast Iron fittings and specials shall be suitable for the required service and it shall confonn to the requiI"lements of A.W.W.A. Standard Specifications for Cast Iron Special Castings. The flange joints shall be made of the best commercial quality machine bolts with asbestos composition or of corrugated copper Valves snaIl be rough body and finished trimmings. Valves of I!" and under shall be of brass, valves 2" and over shall be iron body bronze mounted. Gate valves shall be double disc inside screw type, operated by hand wheel, hand wrench or floor stand and it shall be furnished with either bell ends or flanges as shown on the drawings. Valves shall meet the requirements set forth by the A.W.W.A. Standards and shall be designed for working pressure of 125 lbs. per square inch. Equipment The Contractor shall furnish a Pneumatic Ejector system consisting of two receivers with necessary openin~s, valves and connections; two motor driven rotary air compressors, and auto- matic controls, if necessary. capacity Ejector The ejector shall discharge not less than 100 gallons at each operation against a total discharge head of 25 feet, (Ir.cluding pipe friction) at least once per minute continuously. Receivers Ejector receiver shall be cast iron with inlet and. discharge nozzels at bottom. Inlet and discharge openings shall be separate and on opposite sides of receiver. Automatic Air Valves Automatic air valves shall be bronze double piston type with- out snrings, diaphragms, or stuffing boxes, mounted on cast iron floor st~ld or wall brac~et and actuated by a pilot valve with a renewable bronze seat on cast iron flanged support on the ejector receiver. Pilot valve shall be operated by open cast iron bells rigidly attached to bell rod without guides or sliding parts. Valve equipment shall be entirely mechanical without electrical devices or connections. , ... 'J"" '; ',l. ,.~.~-i;"" ' ",'-_. .>_1:: .- - .-$ ~ I , - 2 I. Equipment for Kingshighway Sewage Lift Station Valves and Connections Ejector receivers shall be fitted with non-clogging swing check valves with rectangular water passages, solid bronze flaps and hinges, renewable seats for discharge check valves, and inlet check valves of the return bend type; bronze mounted, double disc gate valves for inlet and discharge. All connections to ejector receiver, except pilot valve connections, shall be flanged. Air Controls r2'r~e ejectors shall be equipped with all mecr:anical air and exhaust control devices, including bronze double piston main air valves actuated by bronze pilot slide valves. The pilot valves shall Le controlled by two open cast iron bell floats and one cast iron counterweight on each e.~ector unit with cast steel counter- weie;ht lever and bronze shaft. ~o air-tight floats, float switches, electrodes, solenoid or diaphragm valves or an:r electrical devices will be approved. T~'e c r.aracter of t:1e air cant rol shall be such that, in case of interr'Jption of motor driven compressors or general air supply, t he ejectors can be operated from portable engine driven compressors. Compressors The Contractor shall furnish two oil-lubricated rotary air compressors to supply sUfficient air at reouisite pressure to operate e,iector cOlltir.uously under t;1.e condit ions described above. Compressor shall have metal shaft seals, and operate without stuffing boxes or seal water at not over 1150 r.p.m. Compressor unit shall be of the coupled fo:ur bearing type equipped \"lith relief valve and check valve for the discharge are air cleaner muffler for the inlet. TlJe compressor shall be direct connected to a continuous duty motor or ample horsepower for the required duty, and suit- able for A.C. current, 220 volts, three phase, 60 cycle. Tile Contractor shall furnish for the motor, if necessary, a complete set of starting devices, including adjustable auto- matic pressure switch to operate on a variation of not over 6 lbs. pressure, self-starter ~ld protective devices. Air and Exhaust Pining All pipe connections from compressor to ejector, air valves and i~ecessary appu.rtenances shall be provided.