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HomeMy WebLinkAbout1971 11 01 Regular ----,T.-...-"r.,~.......::-~~_.......,,~:- -."jf<r'.":.-'" .--,~~~.--'-~.- ~~_.; ~-'''7F1''),\}:)~.~;:'. -,',\"~:;~-.~.1!-;;; ...:"T'-~,~,'":'-,~.~-, ~"':'''~.I'~,F''...~'''l'...-;~ ::~'"I:': "''''.''-;:'' . -, ,.~: -e'':,.:~'''i'-' ::""i:"':-!'> "', ~',':';'i,~'!:-~,,"'--,,_':",,":\T'P":'T,;'~"':"", ~",'l':"'~J'!"~:;.,T' ~'f";:,~ e e \" . , .C LA R K, DIE T Z, AND ASS -- ~ TES - ENGINEERS, INC. November 1, 1971 REPLY TO: POST OFFICE DRAWER 1976 SANFORD, FLORIDA 32771 PHONE: 306.322-68~1 Honorable Granville Brown, Mayor City of North Orlando (Winter Springs) I Fairfax Avenue North Orlando, Florida 32707 ReferenGe: Engineering Plans on Winter Springs, Unit II Our Job No. 6136.00 Dear Mayor Brown: I have reviewed'the engineering plans for Winter Springs, Unit II, as submitted by F.A.M. Associates, Orlando, Florida, and bereby approve these plans for engineering content subject to the following conditions: . 1. A 20-foot wide drainage easement for a pipe between lots 84 and 85 on the south side of Howell Creek Drive be provided on the plat. 2. All bituminous coated, corrugated steel drainage pipe utilized in the project is to be furnished in gauges meeting the Department of Transportation standards for H20S16-44 loading. The metal pipe joints shall either be. Armco Twin Seal (or equivalent), or neoprene rubber gaskets shall be utilized under standard bands in the joints of other pipe manufacturers. 3. Drainage inlet details shall be modified to provide as-inch or 6-inch deep side throat opening all around the inlets for unobstructed, direct entrance of water from the swales into the inlet. Three-inch thick concrete ditch paving shall be provided locally around the drainage structures, as determined in the field as advisable by the City for erosion protection and other purposes. . 4. The fire hydrant arrangement on the water system is to be modified to move the hydrants from the positions shown on the plans to positions as specified by the North Orlando Fire Department, and at spacings no greater than 1,000 feet measured along the street (all houses within 500 feet of a hydrant measured along the street). This may require slightly more hydrants than shown on the plans, depending on the fire hydrant positions selected by the Fire Department. PRINCIPAL OFFICE: 211 NORTH RACE STREET' URBANA' ILLINOIS 61801 . 217 - 367-6661 OTHER OFFICES IN: TENNESSEE, FLORIDA, INDIANA, MISSISSIPPI, MISSOURI, AND ILLINOIS A DIVISION OF THE RICHARDSON COMPANY . . ~ t' -- . . >"~",,,,,,,,,,,-,",,,,,.'--;<;.\,,,,,,,,,,,""...-,,..:~'-"i'T''''''-cT'''!''fj:-'- ~~,.:*.~,. ~.,-:,,: ,-T<~"""_~"'~.-'_ _-~n:\\1i",I-:~'''~Il''l''_\_;,.7i'1'~-,<.!'''i!'~w. e e Honorable Granville Brown, Mayor Re: Our Job No. 6136.00 November 1, 1971 Page 2 5. Grassing work is to be maintained until a stand of grass acceptable to the City has been obtained in drainage swales and street rights of way. Any washouts, regrading, reseeding and grassing work, and other erosion correction work required, will be performed by the developer until the system is acc~pted for maintenance by the City. This review is intended only to cover engineering matters. Planning and zoning, administrative, legal, and otrnr such matters are not included. If you have questions, or I can be of further service, please let me know. Sincerely yours, CLARK, DIETZ & ASSOCIATES, INC. ~e~ B. C. Conklin BCC:gmm cc: Mr. Bill Goodman F.A.M. Associates, Orlando, Florida __~:,,1",;-i,~~0";~'''l,''~i.'"'~''''''~~~'';p:;J'''''-j,tt'11f:;'~.'l~i".J . I' . . e ~..~~;<It'.. Ie '_' e B1118 presented tor approval 11/1/71: League ot Clties !he Santord Herald - Legal Ad Enself. (Pollee Dept.) Engelt. (Pollee Dept.) Jack pro.ser Pord Co. Sweene,.'. (ottlce) I.O.W.B. - Copies Made Spence IDc. (Pire Dept.) Harr7 Pltman Humane Ottioer fotal bllls to be paid trom General Pund Road I: Bridge hDd: Good,.ear Senice store. fotal bill. to be paid trom B&B Pud --'''''';'''=~~~;-;~~'~f''''''i.'i~:'.~'7~~'iif':t1~- ... vii, ~.~~ 25.00 61.80 23.25 32.10 1.28 17.64 3.10 40.00 44.~0 248.47 8.84 8.84