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HomeMy WebLinkAboutCopies of Exhibits submitted to HEPB on 03-04-08Ashley Aronowit, Esq. 30 5.350. 7379, 305 351.2284 =;Errol] VIA HAND DELIVERY March 19 2008 Ellen Ug i cioni City of Miarni Historic Preservation 444 SW Avenue, 3r door Miami. Florida 33130 Re: Copies of Exhibits Submitted for Historic and Environmental Preservation Board (the "HEP Board") Hearing on March 4, 2008 for property located at 4055 S.W. 37ti, Avenue/Douglas Road Dear Ms. Ugoccioni: Pursuant to your request, enclosed are an additional set of copies of the documents previously submitted to your office on February 14, 2008. Please note that additional copies of these documents were handed out to board members at the hearing on March 4, 2008. The only new document introduced at the HEP Board hearing was the Drainfield Study. While not within the purview of the HEP Board, this study was done as a response to the HEP Board's request and was provided as a courtesy. Pursuant to the HEP Board's requirements, we have made copies of the plans no larger than 11" x 17'. The following exhibits are enclosed: 1. Root Bridge Section Detail 2. Root Bridge Plan Detail 3. Site Plan (Road to the South) Feasibility Study 4. Site Plan (Road to the North) Feasibility Study 5. Drainfield Study 6. Tree List/Disposition with accompanying photographs 7, Partial Road Layout and Existing Tree Study 8. Partial North Road and Existing Trees Study Requested by HEP Please do not hesitate to contact me if you have any questions. Sincerely. Ashley Aronowitz �1l? i3 i 515399.1 700/427847 BILZi�i SUMBERG BAENA PRICE & AXELROD LLP 200 S. Biscayne Boulevard, Suite 25©0., Miami, FL 33131-5340 305.374.7580 3G5,374.7593 EXISTING GRAD 8" REINF POROUS CONCRETE SLAB OVER PINPILES 4" CURB ROAD GRADING; NON CONTACTED SOIL 8" GRADE BEAM - OOTSY$TEM �PINPILES ROOT BRIDGE SECTION DETAIL 6 4' - - S/PALE 1/4"= 1 0 8 �2 5 ESTATES 4055 DOUGLAS PD. Pnjael No. 1 :57 02-1.1-05 Dean: CS Checked: SG JG Cab Y M: n¢ Title: PUN DUAL Sheet ke. AS1.1.1 8" REINF POROUS CONCRE1 E SLAB OVER PINPILES --- COMPACTED ROADWAY 24' 8" COMPACTED ROADWAY -- ROOT BRIDGE PLAN DETAIL SCALE 0 4 8 12,_..-16. J30VE ESTATES 4055 DOUGL0S AD Project No. 1 ,. 07 I Pose: 02-13-08 Preen: C5 ked: RFC „IC Sad Ric Psam8n6 ?We: P12:0, CROCE SECTION OCTAL AS1.1.2 SITE PLAN (ROAD TO SOUTH) FEASIBILITY STUDY SITE PLAN (ROAD TO NORTH) FEASIBILITY STUDY SYSTEM SIZE DETERMINATION FOR RESIDENTIAL, SINGLE-FAMILY DWELLING UNIT BASED ON FLORIDA DEPARTMENT OF HEALTH SECTION 64E-6.008: TABLE I - ESTIMATED SEWAGE FLOW ESTIMATED SEWAGE FLOW FOR A +/-9 000 SF RESIDENCE IS 1,200 GALLONS PER DAY TABLE II - SEPTIC TANK CAPACITY ESTIMATED SEPTIC TANK CAPACITY FOR +/-9,000 SF RESIDENCE IS 2,200 GALLONS PER DAY TABLE III - SIZING OF DRAINFIELDS ESTIMATED DRAINFIELD SIZE INCLUD'NG OVERFLOW RESERVE FOR +/-9,000 SF RESIDENCE IS 3.428 SF DRAINFIELD STUDY 0 20 40' - SCALE I' = 20' 60' 80 AVERAGE PARCEL ALLOTMENTS SIZE % OF PARCEL PARCEL SIZE 19,692 SF BUILDABLE FOOTPRINT 7,877 SF 40% SEPTIC SYSTEM 3,428 SF 17% POOL AND DECK 1,603 SF 8% iCHISHOLM GROVE ESTATES 4055 DOUGLAS RD .EREAL1,5,-,— '1114:"EL1-741-72:41111-L1,74.:-LLFL111" Projaanno 1107 Scala: AS NOinD Data 0?-2.-On Drawn: t} MOM Chackml: RU JO C.d Finn !Drawing 7114: tEctICH SECDMDElalL stAx. so. AS1.4