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Home My WebLink About1969 11 17 Special TELEPllONF, ; 32:2-8133 VILLAGI: OF NORTH ORLAI'-..!DO, FLORIDA NORTH (l!:i,'\~~DO, FLORJ!);, ZIF CO!)], :52707 11 oV'6mber 17, 1969 Planning and Zoning Board Village of Nort~ Orlando North Orlando, Florida 32707 ~-r ..:!(l0'1" /-,." r769 l.J'J, . j/V'U-t~1 ...L.J-....l.. ,. Village Council Village of North OrLmdo Nort~ Orlando, Florida Subject: Preliminary Plats Nort~ Orlando Townsite, ht~ Addition Un it On e Gentlemen: T~e Planning and Zoning Board of t~e Village of Nort~ Orlando ~aving apnroved t~e preliminary plats for unit one; submit same wit~ attac~ed letter from 1'11'. Cal Conklin, Village Engineer. No descrepancies to t~e existing Sub- Division Regulations were noted. Respectfully Yours, ~~~ C'h airman Planning and Zoning Board Nort'h Orlando, Florida Attec'hment CLARK, DIETZ, AND ASSWiPQI ~~n~~r~~a;~~ri~:632771 ~ ENGINEERS, INC. ~ Phone 305-322-6841 November 12, 1969 Mr. Charles Kelley, Chairman North Orlando Planning Board North Orlando, Florida Dear Mr. Kelley: RE: REVIEW OF PLANS-NORTH ORLANDO TOWNSITE-4TH ADDITION-JOB 6136.00 I have reviewed the plans submitted to me for North Orlando Townsite 4th Addition-Unit One. These plans also show future sections of the subdivision. These plans are marked Preliminary and I assume they are submitted as a Preliminary submission as called for in the subdivision ordinance. Subject to resolution of the following matters, the plans are considered satisfactory. Comments on Section One 1. The residential or minor street paving section shown on these plans is 24 feet out to out of Miami curbs. This is in accordance with the current ordinance but the proposed changes to the ordinance call for 26' out to out of Miami curbs. ~~~ '-4! 2. The minor street section shown on these plans does not call for stabilization of the subgrade under the soil cement base course. The existing ordinance is not real clear an this. On Page 15, (2) it calls for preparation of subgrade in accordance with standards in SectionDCr, subsection D. This section does not contain any such standards. The proposed changes to the ordinance include provisions calling for a "properly prepared subgrade" which also is not definitive but in my opinion would mean stabilized. In practice, we use and recommend 10" of stabilization to 50 p.s.i., F.B.R. \".;>'" ~~3. At least the area where the plat is being changed for a new wide' entrance off of the Longwood-Oviedo Road should be replatted. 4. The lots in this existing plat are very small and we hope that the developer plans on selling bigger parcels for homesites by selling parts of 2 lots to make up one larger homesite or else chooses to replat. PRINCIPAL OFFICE: 211 NORTH RACE STREET' URBANA' ILLINOIS 61801 . 217 - 367-6661 OTHER OFFICES IN: TENNESSEE, FLORIDA, INDIANA, MISSISSIPPI, MISSOURI, AND ILLINOIS Mr. Charles Kelley, Chairman Page 2 November 12, 1969 5. The developers engineer indicates that there is an existing drainage easement for the drainage outlet from this sub- division east of Wade Street off of this plat. The developer should indicate the nature of this easement or book and page where it is recorded so that it can be examined. Also, a temporary drainage easement is needed where the temporary ditch from section one crosses part of a future section of the subdivision. 6. The drainage plan in ,Section 1 may need to be modified or alternately it would be satisfactory to provide a pair of inlets in a future section of the subdivision near the bend in David Street at the southwest corner of the tract, with a suitable pipe provided east along David Street to the pipe outlet shown on these plans at the street intersection leading east to Wade Street. This change is necessitated because water would have to run about 2000 feet in a Miami gutter before reaching an inlet according to the plans submitted. This is not satisfactory and is the basis for requiring the two additional inlets and connecting pipe. The developers engineer has agreed to this change. 7. From a look at the land, underdrains will be required to drain the street subgrade in some parts of this tract. The plans submitted show a planned location and size for the underdrains. This may or may not be satisfactory. It may require more or less underdrains and a different size than called for on the plans. This should be worked out in the field during construction and should be accomplished as required by the City inspector or engineer at that time according to conditions found in the field during construction. ~;~'8. Water and sewer lines should be located a distance of 10' apart laterally. I believe this has been corrected on a later set of plans. Comments on Future Sections of the Subdivision 1. There is a large existing drainage ditch along the west side of Sherry, east of David Street to 419; then it turns and runs easterly along the south side of 419 in a dedicated street right of way called George Street on the Plat; then it turns southerly along the east side of Wade Street for about 400' and then turns east away from this tract. Because lots in future sections of this subdivision front across this 9' deep ditch there is a need to discuss the future disposition of this ditch and lots in future sections at this time with the developer. It is my understanding that he has some plans in this regard. Mr. Charles Kelley, Chairman Page 3 November 12, 1969 2. The planning board may want to consider turnout or turnouts off Sherry to the large amount of urldeveloped lands west of She~ry when the paving of Sherry is planned in a future section of the subdivision. If you have questions, please let me know. Sincerely yours, CLARK, DIETZ & ASSOCIATES, INC. ~i~' } . 7/f '(/ ' : &/- .'),"tI. ~rl B. C. Conklin BCC:mg