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2995 DREW STProject Consultant: Michael Kettles CA, CF, President AFFIDAVIT /CERTIFICATION: It is my professional opinion that the following Report is true and the conclusions and results stated are correct based on the information received about the property evaluated, and the evaluation methods followed. The reported analyses, opinions, and conclusions are limited by the reported assumptions, methods and limiting conditions and my personal, unbiased professional analyses, opinions and conclusions. Kettles' Environmental Services, Inc. acts as an independent tree, landscape and forestry consultant. This firm has no prospective or current interest in the property evaluated or interest/bias with respect to the parties involved. This Report, or parts of this Report, have not been revealed to any party other than the Client named and will not be revealed to any other party unless authorized to do so by the Client named, or by due process of law or by legally required public testimony by this firm of these results. This Report is written in good faith and all rights are reserved by Kettles' Environmental Services, Inc. It is for use by the Client named only. Certified to the best of my knowledge and abilities. Michael Kettles, Project Consultant 7 TREE EVALUATION FOR: 4 PARKVIEW VILLAGE CLEARWATER, FLORIDA April 27, 2004 C Written for: i i Wilson Miller -�- Prepared by: N Kettles' Environmental Services, Inc. Project Consultant: Michael Kettles CA, CF, President AFFIDAVIT /CERTIFICATION: It is my professional opinion that the following Report is true and the conclusions and results stated are correct based on the information received about the property evaluated, and the evaluation methods followed. The reported analyses, opinions, and conclusions are limited by the reported assumptions, methods and limiting conditions and my personal, unbiased professional analyses, opinions and conclusions. Kettles' Environmental Services, Inc. acts as an independent tree, landscape and forestry consultant. This firm has no prospective or current interest in the property evaluated or interest/bias with respect to the parties involved. This Report, or parts of this Report, have not been revealed to any party other than the Client named and will not be revealed to any other party unless authorized to do so by the Client named, or by due process of law or by legally required public testimony by this firm of these results. This Report is written in good faith and all rights are reserved by Kettles' Environmental Services, Inc. It is for use by the Client named only. Certified to the best of my knowledge and abilities. Michael Kettles, Project Consultant Project, Parkview Village: This Tree Evaluation serves as an informational guide, providing the condition, canopy spread, and unique characteristics of all trees on the site that are four inches and greater in DBH (diameter at 4 Y2 feet above the ground). Its intent is to aid Wilson Miller in determining trees that are worth saving in the final design of the project. The predominant species of the trees that exist on this site are identified as follows: Live oak (Quercus virginiana), Laurel oak (Quercus laurifolia), Water oak (Quercus nigra), Longleaf pine (Pinus palustris), Sycamore (Platanus occidentalis), Drake elm (Ulmus parvifloia), Bottlebrush (Callistemon viminalis), Red cedar (Juniperus silicicola), Cabbage palm (Saba) palmetto), Washington palm (Washingtonia robusta), Pindo palm (Butia capitata), and Queen palm (Syagrus romanzoffiana). Summary: conducted a comprehensive site evaluation pertaining to the health, condition, species, and canopy spread of over 574 trees on April 16, 17, and 18, 2004. The conditions of the trees were evaluated using the scale system recommended by the City of Clearwater. This system identifies the condition of trees based on a scale of 0 - 6. Zero is a dead tree. One is in very poor or hazardous condition, or in severe decline, and unfit for the final landscape. Two is also in poor health or structurally unsound and unfit in the final landscape. Three is in relatively overall good health and structurally sound, but occasionally exhibits structural problems that can be corrected. Four is in very good health and structurally sound. Five is in excellent health and an excellent specimen of its species. Six is an outstanding specimen of its species. Each tree was numbered on the plan, and their canopy spreads measured and recorded. Trees evaluated with ratings of 4 — 5 were individually tagged with their specific number recorded on the tag. There are no six rated trees on site. I have shown several trees to be removed (with an X) on the drawing with no reference to their species or canopy spread. These typically are trees that are not protected by Clearwater code, such as Citrus, Australian pine, Brazilian pepper, large Ligustrum shrub plants, etc. Furthermore, the small offsite trees shown on the tree survey along the west property line are considered large buffer shrub plants of the species Pyracantha, They need not be identified with individual tree data. Michael W. Kettles, Kettles' Environmental Services, Inc., April 27, 2004 Parkview Village A visual examination of two large Laurel oaks, identified as trees 108 and 109, caused some concern pertaining to their structural condition. I had concern about the possibility of internal decay and structural instability. I utilized a Resistograph to further study the interior of the trees. My findings concluded that Tree # 108 has approximately 36% solid wood; Tree # 109 has approximately 55% solid wood. Studies have shown that if a tree has a minimum of 30% of the exterior portion of the trunk wood sound and healthy (the area surrounding the decay cylinder) the tree may be considered satisfactorily stable, provided that all other health conditions are favorable. (A Resistograph is a high tech instrument used to analyze the interior of trees for structural defects by boring a small diameter penetration into the tree (up to 19'). The instrument records the data that it receives on both paper and electronically.) Please refer to the accompanying Resistograph data sheets. Also, please refer to the accompanying AutoCAD drawings (tree survey) for locations of the trees, and their individual canopy spreads. Also, please refer to the following spread sheets for the specific evaluation data on each individual tree. Tree Save Recommendations: All trees that are evaluated as 0 - 2 shall be removed at the time of site clearing, regardless of their locations. Trees with a rating of 3 should be saved wherever possible as part of the final landscape, unless otherwise directed by the City of Clearwater. Trees that are evaluated as 4 or 5 shall be saved in all instances where they are not in direct conflict with the proposed location of a new building or other improvement whose location cannot be modified to save the tree. Replacements, as specified by the City of Clearwater, shall be required with the removal of trees rated as 4 or 5. Prior to site clearing, all trees to be saved shall be barricaded according to tree barricade specifications of the City of Clearwater. The barricades shall extend to the drip lines of trees to be saved in most situations. In the event that a proposed improvement encroaches into the dripline of a tree to be saved, the barricade may be adjusted to the edge of the proposed improvement. Tree barricades shall remain in place during all phases of site clearing and construction. They shall be removed only when permitted to do so by Rick Albee, of the City of Clearwater. No grubbing, excavating, or filling shall be permitted within tree barricaded areas, nor shall the placement of any vehicles, equipment, out houses, building supplies, soils, chemicals, fuels, or other materials that could be harmful to the trees to be saved shall be permitted. Michael W. Kettles, Kettles' Environmental Services, Inc., April 27, 2004 Parkview Village Many trees exhibit varying amounts of low hanging and /or dead branches. These branches shall be properly pruned prior to site clearing, in order to avoid branch breakage by equipment during the site clearing and construction processes. Pruning shall be carried out according to ANSI A -300 pruning standards, to raise the trees as needed. Mainly, branches shall be pruned back to forks and /or branch -bark collars. Never more than 25% of the total living canopy of any tree shall be removed during any one growing season. Root pruning may need to be carried out in locations where improvements or trenching occur in close proximity to the driplines of trees to be saved. Trenching for utility lines and irrigation shall be avoided to the greatest extent possible within the canopy driplines of trees to be saved. In the event that a utility line must encroach within the dripline of a significant tree, directional boring or hand digging shall be carried out in order to avoid damage to tree's roots. Final Landscaping Recommendations: When planting new understory landscape plants for aesthetic reasons, digging into the natural grade within the driplines of trees to be saved should be avoided, excepting the planting of hedge plants. New plants may be planted by mounding with organic soil and mulch on top of the natural grade within these areas. Perimeter hedge rows shall be terminated at a point approximately four feet on either side of existing trees that fall within required hedge row planting locations. All planting holes within the tree's driplines shall be hand dug, and roots 1 inch in diameter and larger must be avoided. No irrigation lines shall be trenched within the canopy driplines of trees to be saved. If a mainline (etc) must run through a tree's dripline, it must be hand dug, and tunneled under any roots 1 inch in diameter or greater. Conclusion: Michael W. Kettles, president of Kettles' Environmental Services, Inc., is serving as your consultant on this project, and has prepared this report entitled "TREE EVALUATION FOR: PARKVIEW VILLAGE, CLEARWATER, FLORIDA ", for Wilson Miller. This report is based on Mr. Kettles' professional education, training, and past experience in tree physiology, and forestry/urban forestry experiences. This report is intended to provide Wilson Miller with a guide to the overall health, structure, and canopy spreads of the existing trees on the site, and to assist with saving quality trees in the final design of the project. I appreciate the opportunity of providing you with my professional arboricultural services, and look forward to a continuing working relationship. Michael W. Kettles, Kettles' Environmental Services, Inc., April 27, 2004 4 Measuring / object data Measurement no.: 7 Time : 13:35:35 Location Parkview Village Drilling depth 10,64 " Avg. curve : off Name Wood species Hard (2) Diameter ID number 108 Level Advance : 24,6'7min Direction North Date 18.04.2004 Object species Laurel oak Amplitude [ %] 100 75 50 25 - 0 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Drilling depth [Inch] kssessment Kettles' Envir. Services. Inc., Largo, FL 33777 pv5 '.omment From 0,00 " to 0,75 " : Bark From 0,75 " to 8,00 " : Solid wood D From 8,00 " to 10,50 " : Decay From 0,00 " to 0,00 " 0 From 0,00 " to 0,00 " From 0,00 " to 0,00 " Kettles' Envir. Services. Inc., Largo, FL 33777 pv5 '.omment Measuring / object data Measurement no.: 5 Time 13:32:05 Location Parkview Village Drilling depth 10,23 " Avg. curve off Name Wood species Hard (2) Diameter ID number 108 Level Advance : 23,6 '7min Direction South Date 18.04.2004 Object species : Laurel oak Amplitude [ %] 100 75 50 25 i -- 0 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Drilling depth [Inch] lssessment Kettles' Envir. Services. Inc., Largo, FL 33777 pv4 '.omment From 0,00 " to 0,25 " : Bark From 0,25 " to 2,75 " : Solid wood From 2,75 " to 10,00 " : Decay 0 From 0,00 " to 0,00 " From 0,00 " to 0,00 " From 0,00 " to 0,00 " Kettles' Envir. Services. Inc., Largo, FL 33777 pv4 '.omment Measuring / object data Measurement no.: 2 Time 13:24:11 Location Parkview Village Drilling depth 16,21 " Avg. curve off Name Wood species Hard (2) Diameter ID number 109 Level Advance : 23,6 'Ymin Direction East Date 18.04.2004 Object species : Laurel oak 20 19 18 17 16 15 14 13 12 11 10 9 Drilling depth [Inch] ►ssessment Amplitude 100 a i b 5 4 3 2 1 0 Kettles' Envir. Services. Inc., Largo, FL 33777 pv2 comment 75 50 25 0 From 0,00 " to 0,75 " : Bark From 0,75 " to 8,00 " : Solid wood From 8,00 " to 16,00 " : Decay D From 0,00 " to 0,00 " : D From 0,00 " to 0,00 " : From 0,00 " to 0,00 " : Amplitude 100 a i b 5 4 3 2 1 0 Kettles' Envir. Services. Inc., Largo, FL 33777 pv2 comment 75 50 25 0 Measuring / object data Measurement no.: 1 Time : 08:23:43 Location Parkview Village Drilling depth 18,94 " Avg. curve off Name Wood species Hard (2) Diameter ID number 109 Level Advance : 22,7 " /min Direction West Date 17.04.2004 Object species : Laurel oak Amplitude 100 -7 75 50 25 - 0 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Drilling depth [Inch] lssessment Kettles' Envir. Services. Inc., Largo, FL 33777 pv1 comment From 0,00 " to 1,00 " : Bark From 1,00 " to 9,50 " : Solid wood 0 From 9,50 " to 19,00 " : Decay D From 0,00 " to 0,00 " : D From 0,00 " to 0,00 " : D From 0,00 " to 0,00 " : Kettles' Envir. Services. Inc., Largo, FL 33777 pv1 comment TREE EVALUATION DATA Tree # Tree Species Tree Condition Canopy SSpread (feet) Tree DBH, and Observations 1 Cabbage Palm 4 8 113 2( Cabbage Palm 3 i 8 9 3 Cabbage Palm I 3 8 6 4 Cabbage Palm ! 3 8 15 5 Cabbage Palm 2 8 7 6 Cabbage Palm 2 8 9 7 Cabbage Palm 4 8 114 ,8 Live oak 4 47 28 9 Live oak 3 36 12, Included bark 10 Pindo palm 4 8 14 11 Cabbage Palm 4 8 14 12 Cabbage Palm 3 8 12 13 Cabbage Palm 3 8 14 14 , ; Sycamore 4 30 12 15 Live oak 3 36 14, Included bark 16 Live oak 4 36 14 17� Live oak 4 42 16 18 Live oak 3 34 8, Included bark c19 Laurel oak 4 50 24 20 Cabbage Palm 3 8 12 21 Cabbage Palm 3 8 12 22 Sycamore 5 33 14, Exceptional form 23 Laurel/Water oak, 4 40 14,18,8, Tree Grouping 24 Laurel oak 3 15 10 25 Ear tree 2 50 32, Nuisance tree 26 Cabbage Palm 3 8 10 27 Hickory 3 33 16 28 Pindo palm 3 8 16 29 Cabbage Palm 3 8 14 30 Cabbage Palm 3 8 12 31 Cabbage Palm 3 8 13 c32 Live oak 4 34 14 33 Longleaf pine j 2 10 110, Suppressed 34 Longleaf pine 3 30 116 35 Live oak 3 30 10, Included bark 36 Live oak 3 24 110 137, Live oak 4 23 6 38 Cabbage Palm 4 8 110 39 1 Cabbage Palm 4 1 8 10 40 !Cabbage Palm 4 8 114 Tree # i T Tree Condition Canopy Spread (feet) Tree DBH, and Observations 41 Cabbage Palm 3 I 8 10 42 Cabbage Palm 1 4 8 16 43 Cabbage Palm 3 8 10 44 Live oak 4 24 7 45 Cabbage Palm 4 8 18 46 Cabbage Palm 3 8 113 47 Live oak 3 15 16 '48 - Live oak 4 24 18 49 Sycamore 3 20 8 50 Live oak 3 28 17,12, Included bark %51 Live oak 4 30 13 52 Live oak 3 15 17 53 Cabbage Palm 3 8 112 54 Cabbage Palm 3 8 10 55 Cabbage Palm 4 8 13 56 Longleaf pine 2 24 15, Root problems 57 Cabbage Palm 3 8 11 58 Sycamore 3 10 7 59 Cabbage Palm 3 8 10 <60 -' Longleaf pine 4 24 15 c"61: Live oak 5 60 23,20, Exceptional double trunked tree 62 Brazilian Pepper 2 14, Remove 63 Mimosa 2 39 18, Remove (64 Live oak 4 32 11 65 Eucalyptus 2 60 36, Remove 66 Sycamore 3 22 8 67 Live oak 3 18 6 68 Cabbage Palm 4 8 12 69 Cabbage Palm 4 8 I10 70 Cabbage Palm 4 8 12 71 Live oak 2 35 15, Trunk and root problems 72 Pindo palm 3 8 14 73 Cabbage Palm j 3 8 14 E Live oak 1 2 12 18 7574 Cabbage Palm 3 8 12 76 Cabbage Palm 4 8 114 77 Cabbage Palm 3 8 11 78 Cabbage Palm 3 8 110 79 Pindo palm 3 8 117 480` Sycamore 4 30 17 81 Live oak 3 30 110 82 Cabbage Palm j 3 j 8 11 Tree # Tree Species (Tree Condition 1 Canopy Spread (feet) � Tree DBH, and Observations 83 Cabbage Palm 4 8 10 84 Live oak 3 24 9 85 Cabbage Palm 4 8 120 86 I Laurel oak 3 30 17, Included bark 87 Laurel oak 3 54 19 88 Cabbage Palm 4 8 15 89 ILaureloak 2 33 16, Cavity 90 Cabbage Palm 4 8 13 91 Cabbage Palm 4 8 15 92 Cabbage Palm 4 8 15 93 Cabbage Palm 4 I 8 14 94 1 Cabbage Palm 4 8 13 95 Cabbage Palm 4 8 15 96 Cabbage Palm 4 8 15 97 Cabbage Palm 4 8 13 98A Cabbage Palm 4 8 12 98B Cabbage Palm 3 8 12 99 Live oak 3 24 8 #100 Live oak 4 37 17 101 Sycamore 2 1 12 6 402 Live oak 4 30 11 103 Cabbage Palm 3 8 11 104 Live oak 3 34 15 105 Live oak 2 10 6 106 Bottle brush 2 10 4,4,3 107 i Laurel oak 1 20 22, Serious cavities 108 Laurel oak 2 55 129, Center decay, root problems, branch deca 109 Laurel oak 3 1 60 32, Center decay, decayed main branch -prun 110 Live oak 2 15 7 111 Live oak 3 15 6 112 Live oak 3 15 6 113 Cabbage Palm 3 8 10 114 I Live oak 3 23 10, Included bark 115 (Cabbage Palm 3 8 12 115A Sweetgum 3 10 6 116 Bottle brush 2 10 4,4 117 Live oak 3 20 8 118 Cabbage Palm 4 8 11 119 Cabbage Palm 4 8 113 120 Cabbage Palm 1 3 8 110 121 Live' oak 3 36 1 10,13 122 Pindo palm 3 8 16 Tree # i Tree Species Tree Condition Canopy Spread (feet) Tree DBH, and Observations 123 Live oak 3 27 1 9 124 Cabbage Palm 4 8 15 125 (Cabbage Palm 3 8 10 126 Cabbage Palm 4 8 13 127 Live oak 4 54 30 128 Live oak 3 30 15 `129 Slash pine 4 22 12 130 Live oak 3 50 27, Included bark 131 Pindo palm 2 8 8 132 Bottle brush 2 10 5,6 133 Sycamore 3 25 12 134 Cabbage Palm 3 8 11 135 Cabbage Palm 4 8 11 136 Live oak 3 30 13 137 Live oak 3 35 24, Included bark 138 Pindo palm 3 8 14 139 Cabbage Palm 4 8 13 140 Cabbage Palm 3 8 12 141 Cabbage Palm 3 8 11 142 Pindo palm 4 8 24 143 Live oak 2 10 8 144 Cabbage Palm 3 8 10 145 Cabbage Palm 3 8 9 146 Cabbage Palm 3 8 10 147 Live oak 3 22 8 148 Cabbage Palm 3 8 14 149 Cabbage Palm 3 8 12 150 Cabbage Palm 4 8 11 151 Cabbage Palm 3 8 12 152 Cabbage Palm 3 8 10 153 Cabbage Palm 3 8 13 154 Cabbage Palm 3 8 13 155 Cabbage Palm 4 8 ill 156 !Cabbage Palm 3 8 12 157 Pindo palm 2 8 12 158 Spice tree 2 12 4,4,4,4 159 Live oak 3 j 18 7 160 Live oak 2 25 9,7,7, Included bark, Root problems 161 Cabbage Palm 3 8 11 162 Live oak 2 18 8 163 (Cabbage Palm 4 8 12 164 Cabbage Palm j 4 8 13 Tree # Tree Species Tree Condition Canopy Spread (feet) Tree DBH, and Observations 165 Live oak 3 20 j 12, Included bark 166 Cabbage Palm 3 8 111 167 Cabbage Palm 3 8 12 168 Pindo palm 3 g X20 169 Live oak 2 j 18 8 170 ,Cabbage Palm 3 8 14 171 Cabbage Palm 3 8 13 172 Cabbage Palm 3 8 14 173 Live oak 2 24 12, Included bark, Trunk scars 174 Laurel oak 3 24 12 175 Mimosa 2 10 6 176 Live oak 2 12 7, Trunk scars 177 Cabbage Palm 3 8 10 178 Cabbage Palm 3 8 13 179 Live oak 3 16 7 180 Live oak 2 20 9, Included bark, Trunk scars 181 Live oak 2 24 9, Included bark, Trunk scars 182 Live oak 2 36 6,9,10,12, Included bark 183 Live oak 3 30 11 184 Cabbage Palm 3 8 12 185 Cabbage Palm 3 8 13 186 Pindo palm 3 8 18 187 Live oak 3 12 6 188 Pindo palm 2 8 12 189 Cabbage Palm 3 812 190 Cabbage Palm 3 8 12 191 Live oak 3 32 12 193 Live oak 3 27 10, Included bark 194 Live oak 3 20 8 195 Cabbage Palm 3 8 14 196 Cabbage Palm 4 8 10 197 Cabbage Palm 4 8 14 198 Live oak 3 34 14, Included bark 199, Live oak 4 32 12 200 Live oak 3 45 24, Included bark 201 Live oak 3 24 10 202 Longleaf pine 3 27 14 203 Live oak j 3 48 24, Root problems 204 Live oak 2 39 15, Deformed 205 Cabbage Palm 3 8 110 206 Cabbage Palm 3 8 112 207 Live oak 3 30 113, Included bark Tree # Tree Species Tree Condition Canopy SRread (feet) Tree DBH, and Observations 208 Pindo palm 3 8 14 209 Cabbage Palm 4 8 112 210 Cabbage Palm 4 8 12 211 Cabbage Palm 3 8 12 212 Live oak 3 39 13, Trunk Scars 213 Live oak 3 24 8 214 Live oak 2 20 9, Trunk Scars 215 Live oak 2 12 7, Trunk scars 216 Live oak 3 ( 75 40, Trunk scars, Root problems 217 Live oak 3 46 26, Small cavity, Root problems 218 Live oak 2 30 29, Major cavity 219 Water oak 2 50 26, Major cavity, Root problems 219A Laurel oak 2 15 14, Major cavity 220 Laurel oak 2 40 33, Major cavity 221 Cabbage Palm 3 8 12 222 Live oak 3 24 9 223 Live oak 3 24 8 224 Live oak 3 40 30 `225 Live oak 4 48 20, Minimal Included bark 226 Live oak 3 45 20, Included bark 227 Cabbage Palm 3 8 14 228 Cabbage Palm 4 8 12 229 Cabbage Palm 4 8 8 230 Live oak 3 33 14 231 Longleaf pine 4 36 20 232 Longleaf pine 2 10 10 233 Live oak 3 50 30, Included bark 234 Cabbage Palm 3 8 14 235 Cabbage Palm 3 8 10 236 Cabbage Palm 3 8 12 237 Pindo palm 3 8 14 238 Water oak 3 45 18, Heavy mistletoe 239 Laurel oak 5 60 42 240 Cabbage Palm 3 8 10 241 Cabbage Palm 3 8 10 242 Live oak 3 20 5 243 Live oak 3 20 5 244 Cabbage Palm 3 8 12 245 Cabbage Palm j 3 j 8 12 245A Cabbage Palm 3 8 14 246 Cabbage Palm 3 8 12 247 Cabbage Palm 3 8 14 Tree # Tree Species Tree Condition I Canoly S12read (feet) Tree DBH, and Observations 248 Live oak 3 27 110 249 Live oak 3 45 116, Included bark 250 Live oak 3 33 12 251 Longleaf pine 2 15 114 252 Cabbage Palm 4 8 116 253 Cabbage Palm 3 8 10 254 Cabbage Palm 3 8 12 255 Cabbage Palm 3 8 8 256 Cabbage Palm 3 8 8 257 Cabbage Palm 3 g 9 258 I Cabbage Palm 3 8 17 259 Cabbage Palm 3 8 8 260 Cabbage Palm 3 8 7 261 Live oak 3 22 8 262 Cabbage Palm 3 8 15 263 Cabbage Palm 3 8 7 264 Cabbage Palm 3 8 12 265 Cabbage Palm 3 8 8 266 Cabbage Palm 4 8 12 267 Cabbage Palm 3 8 8 268 Cabbage Palm 4 8 10 269 Cabbage Palm 3 8 12 270 Cabbage Palm 4 8 12 271 Washingon Palm 3 i 8 10 272 Live oak 3 20 8 273 Live oak 4 60 11,17,18,20, Included bark, Cable and brace 274 Red Cedar 3 15 12 275 Red Cedar 3 15 9 276 Red Cedar 2 12 12 277 Red Cedar 2 12 5,9,12 278 Red Cedar 2 12 5,6,6,9 279 Red Cedar 1 3 15 6,12 280 Red Cedar 3 15 6,10 281 Red Cedar 3 15 10 282 Red Cedar 3 j 15 X5,10 283 Red Cedar 3 15 10,13 284 Red Cedar 3 15 9 285 Red Cedar 3 15 8 286 IRed Cedar 3 15 12 287 Red Cedar 3 15 10,11 288 Red `Cedar 3 15 5,5,6 289 Red Cedar i 3 15 '5,6 Tree # Tree Species Tree Condition Canopy Sj2read (feet) Tree DBH, and Observations 290 I Red Cedar 3 15 111,9 291 Cabbage Palm 3 8 8 292 Cabbage Palm 3 8 18 293 Cabbage Palm 3 8 8 294 Cabbage Palm 3 8 9 295 Cabbage Palm 1 2 16 296 Cabbage Palm 3 8 18 297 Cabbage Palm 3 8 9 298 Cabbage Palm 3 8 8 299 Cabbage Palm 3 8 8 300 Cabbage Palm 3 8 17 301 Cabbage Palm 3 8 7 302 Cabbage Palm 3 8 8 303 Cabbage Palm 3 8 9 304 Cabbage Palm 3 8 8 305 Cabbage Palm 3 8 16 306 Cabbage Palm 3 8 8 307 Cabbage Palm 3 8 7 308 Cabbage Palm 3 8 8 309 Cabbage Palm 1 3 8 9 310 Cabbage Palm 3 8 7 311 Live oak 3 45 20 312 Live oak 3 45 24 313 Live oak 3 36 12, Included bark 314 Red Cedar 3 12 10 315 Live oak 2 18 6 316 Cabbage Palm 3 8 22 317 Live oak 2 7 5 318 Live oak 3 18 6 319 Cabbage Palm 3 8 12 320 Cabbage Palm 3 8 110 321 Live oak 3 25 110 322 Live oak 3 27 10 323 Cabbage Palm 4 8 110 324 Cabbage Palm 3 8 10 325 Cabbage Palm 4 8 11 326 Cabbage Palm ! 4 8 Ill 327 Cabbage Palm 4 8 14 328 Cabbage Palm 4 8 16 329 Cabbage Palm I 4 8 115 330 Cabbage Palm ( 4 j 8 15 331 Cabbage Palm 4 8 16 Tree # T 'Tree Condition (Canopy Spread (feet) Tree DBH, and Observations 332 Cabbage Palm i 4 8 114 333 Live oak i 3 ! 20 5 334 Live oak 3 36 8,12, Included bark 335 live oak j 3 36 114 336 Washingon Palm 4 8 112 337 Live oak 3 1 20 I10 338 Live oak 2 20 10, Trunk scar 339 Live oak 3 j 20 8, Included bark 340 Live oak 3 20 9 341 China berry ! 2 20 12,10 342 Live oak 3 30 16 343 Sycamore 3 30 112 344 Cabbage Palm 3 8 10 345 Cabbage Palm 3 8 10 346 Sycamore 3 33 12 347 Live oak 3 37 16 348 Live oak 3 40 14, Included bark 349 Live oak 3 25 12 350 Sycamore 3 12 5 351. Live oak 4 / 14, Cluster 352 Live oak 4 / 10, Cluster 353 1 Live oak 4 / 12, Cluster 354' live oak 4 / 16, Cluster 355 Live oak 4 70 13, Cluster, 9 stem cluster on 4' mound. 356 Live oak 4 / 13, Cluster 357 Live oak 4 / 13, Cluster '358 Live oak 4 / 10, Cluster 359 Live oak 4 / 14, Cluster 360 Live oak 3 24 11 361 Live oak 3 24 10 362 Live oak 3 18 6 '363 Live oak 4 30 113, Trunk scars x364 Live oak 5 j / 124, Cluster 365 Live oak 5 / I24, Cluster f366 Live oak 5 75 24,Cluster, 5 stem cluster on T mound. 367 Live oak 5 / j22, Cluster 368 !Live oak 1 5 / 12, Cluster 369 Live oak 4 / 114, Cluster 370 Live oak j 4 60 16, Cluster, 4 stem cluster on 4' mound. 371 j Live oak 4 / 18, Cluster 372 Live oak 4 / 114, Cluster 373 1 Can Isl Date Palm! 4 8 123 Tree # Tree Species Tree Condition Canopy Spread (feet) Tree DBH, and Observations 374 Live oak 3 25 8 375 Live oak j 3 36 113 376 J Cabbage Palm 3 8 12 377 Cabbage Palm 4 j 8 14 378 Live oak 3 27 10 379 Sycamore 3 24 9 380 Sycamore 3 20 7 381 Laurel oak ? 35 18, Possibly dead tree. Needs watching. 382 Sycamore 4 27 110 383 Cabbage Palm 3 8 13 384 (Cabbage Palm 3 8 11 385 Cabbage Palm 3 8 12 386 Cabbage Palm 2 8 10 387 Sycamore 3 20 9 388 Cabbage Palm 3 8 11 389 Cabbage Palm 3 8 11 390 Cabbage Palm 3 8 11 391 Cabbage Palm 3 8 11 392 Live oak 2 20 8,8,4, Included bark 393 Cabbage Palm 3 8 11 394 Washingon Palm 3 8 13 395 Cabbage Palm 4 8 12 396 Cabbage Palm 3 8 11 t397 Live oak 4 40 11 398 Live oak 4 45 17 399 Cabbage Palm 3 8 11 400 Cabbage Palm 3 8 10 401 Cabbage Palm 3 8 10 402 Live oak 3 35 17, Included bark 403 Cabbage Palm 3 8 9 404 Cabbage Palm 3 8 12 405 Cabbage Palm 3 8 13 406 Laurel oak 3 40 18 407 Cabbage Palm 4 8 13 408 Cabbage Palm 3 8 10 409 Cabbage Palm 3 8 10 410 Live oak 3 36 10, Included bark 411 Drake elm 3 15 8 412 Live oak 3 12 6, Trunk scar 413_; Live oak 4 24 10 414 Live oak 3 27 10, Included bark 415 Live oak 3 20 6 Tree # I Tree Species Tree Condition Can�Spread (feet) Tree DBH, and Observations 416 Live oak 3 20 17 416A Cabbage Palm I 3 8 13 417 !Cabbage Palm 3 8 12 418 Cabbage Palm 3 8 14 419 Cabbage Palm j 3 8 12 420 Cabbage Palm 3 8 112 421 Cabbage Palm 3 8 12 422 Live oak I 3 24 12 423 Live oak 4 48 22 424 Queen Palm 3 8 12 425 Live oak 3 33 14, Included bark 426 Cabbage Palm 3 8 14 427 Cabbage Palm 4 8 14 428 Cabbage Palm 3 8 13 429 Cabbage Palm 3 8 11 430 Cabbage Palm 3 8 13 431 Cabbage Palm 4 8 12 432. Laurel oak 4 48 31 433 Live oak 3 33 12 434 Live oak 3 20 6, Included bark 434A Live oak 3 40 24 435 Live oak 3 45 22 436 Cabbage Palm 3 8 12 437 Cabbage Palm 3 8 12 438 Queen Palm 3 8 10 439 Water oak 2 36 20,20,Included bark, Cavity 440 E Palatka Holly 2 10 8 441 Bottle brush 2 15 14 442 Golden rain tree 2 10 5 443 Loquat 2 10 8 444 Jerusalem thorn 2 10 6 445 Cabbage Palm 3 8 9 446 1 Live oak 3 50 18 447 Cabbage Palm 4 8 115 448 Cabbage Palm 3 8 15 449 Cabbage Palm 1 3 8 15 450 Live oak 3 40 13, Included bark 451 Live oak 3 50 18, Included bark 452 Cabbage Palm 3 8 110 453 Cabbage Palm 3 8 11 454 Cabbage Palm 3 8 110 455 Live oak 3 24 10 Tree # Tree S ev cies i Tree Condition Cd (feet) Tree DBH, and Observations 456 Live oak 3 50 42, Surface root problems 457 Live oak j 2 40 117,17, Surface root problems, Decline 458 Water oak I 3 45 121 459 Cabbage Palm 3 8 13 460 Cabbage Palm 3 j 8 112 461 Live oak 3 20 7 462 Live oak 3 24 18 463 Sycamore 3 24 12 464 Sycamore 4 36 115 465- Live oak 4 45 121 466 Live oak 3 30 12 467 Cabbage Palm 4 8 14 468 Cabbage Palm 3 8 11 469 Cabbage Palm 3 8 11 470 Live oak 3 20 7 471 Cabbage Palm 3 8 11 472 Cabbage Palm 3 8 12 473 1 Cabbage Palm 3 8 14 474 Cabbage Palm 3 8 16 475 Cabbage Palm 3 8 12 476 Cabbage Palm 3 8 14 477 Washingon Palm I 4 8 13 478 Bottle brush 3 12 6 479 Live oak 3 27 12 480 Live oak 0 10 481 Cabbage Palm 3 8 13 482 Cabbage Palm 3 8 10 483 Cabbage Palm 4 8 21 484 Cabbage Palm 3 8 11 485 Cabbage Palm 3 8 112 486 Cabbage Palm 3 8 19 487 Cabbage Palm 3 8 11 488 Cabbage Palm 3 8 (11 489 !Cabbage Palm 4 8 11 490 1 Live oak 4 42 20 491 Cabbage Palm 3 8 11 492 Cabbage Palm 3 8 11 493 Cabbage Palm 3 8 11 494 Cabbage Palm 3 8 110 495 Cabbage Palm I 3 8 112 496 Cabbage Palm 3 8 110 497 Cabbage Palm 3 I 8 113 Tree # Tree Species !Tree Condition Canovv Spread (feet) Tree DBH, and Observations 498 Cabbage Palm 3 8 10 499 Sand pine 2 10 8 500 Sand pine 2 20 112 501- Live oak 4 / 121, Cluster 502 Live oak I 4 54 118, Cluster, 4 stem cluster. 503 Live oak 4 / 116, Cluster 504 Live oak 4 / 17, Cluster 505 Live oak 3 15 5 506 Water oak 2 7 i5 507 Water oak 2 7 5 508 Live oak 3 I 40 24, Surface root problems 509 Live oak 4 55 28 510 Bottle brush 2 12 4,4,5 E 11 Laurel oak 3 33 13 12 Live oak 2 24 11 513 Cabbage Palm 3 8 10 514 Water oak 3 33 18, Included bark 515 Water oak 3 15 8 516 Live oak 3 48 22 517 Laurel oak 4 33 22 518 Live oak 3 36 18 519 Washingon Palm 4 8 18 520 Live oak 3 55 18, Included bark 521 Washingon Palm 4 8 19 522 Cabbage Palm 3 8 12 523 Cabbage Palm 3 8 13 524 Live oak 3 33 13 525 Pindo palm 3 8 14 526 Live oak 3 30 5 527 Cabbage Palm 3 8 10 528 Cabbage Palm 3 8 12 529 Cabbage Palm 3 8 8 530 Queen Palm 3 8 10 531 Live oak 3 30 10, Included bark 532 Live oak ! 3 ! 24 10 533 Live oak 3 45 22, Off site tree. '534 Live oak 4 40 24, Off site tree. 535 Live oak 3 20 6,6, Off site tree. 536 Water oak 3 30 19,17, Off site tree. 537 Laurel oak 3 25 116, Off site tree. 538 Live oak 3 55 27, Off site tree. 539 Live oak 1 4 40 133, Off site tree. Tree # Tree Species Tree Condition Canopy Spread (feet) Tree DBH, and Observations 540 Live oak 4 63 149, Off site tree. 541 Live oak 3 50 22, Off site tree. 542 Laurel oak 3 45 I24, Off site tree. 543 Laurel oak I 3 25 17, Off site tree. 544 I Red Maple 3 15 11, Off site tree. 545 I Laurel oak 3 30 14, Off site tree. 546 Live oak 3 60 128, Off site tree. 547 Longleaf pine 3 40 ; 25, Off site tree. 548 ILaureloak 3 20 11, Off site tree. 549 ' Laurel oak 3 30 12, Off site tree. 550 Laurel oak 3 30 19, Off site tree. 551 Laurel oak 3 20 12, Off site tree. 551A Laurel oak 3 20 15, Off site tree. 552 Live oak 3 40 17, Off site tree. 553 Water oak 3 35 17, Off site tree. 554 Water oak 2 20 11, Off site tree. 555 Live oak 2 20 11, Off site tree. 556 Live oak 3 30 23, Off site tree. `557 Live oak 4 I 60 32, Off site tree. 558 Live oak 3 25 13, Off site tree. 559 Laurel oak 4 45 20, Off site tree. 560 Cabbage Palm 3 8 12, Off site tree. 561 Washingon Palm 3 - 8 12, Off site tree. 561A Live oak 3 33 11,10, Off site tree. 562 Laurel oak 2 15 8, Off site tree. 563 Laurel oak 3 10 7, Off site tree. 564 Cabbage Palm 3 8 11, Off site tree. 565 Laurel oak 3 50 36, Off site tree. 566 Laurel oak 3 10 5, Off site tree. 567 Laurel oak 3 10 10, Off site tree. 568 Laurel oak 3 10 6, Off site tree. 569 Laurel oak 3 10 4, Off site tree. 570 Laurel oak 4 60 126, Off site tree. 571 Laurel oak 3 15 12, Off site tree. 572 Laurel oak 3 57 24, Off site tree. 573 Laurel oak ; 2 7 4, Off site tree. 574 Laurel oak 2 5 14, Off site tree. 1 I REVISED PER CITY COMMENTS ,LREV NO. I REVISION I ♦iiiii • • // 0 SEE EET 5 Z I ME IMITI�imtml J __L!/ DREW STREET �ti" «if OW wi� .� 1 a 9 SEE SHEET 6 Wit. � EE SHEET m+siiii s 0 of �9 W 2 Q 3 W iiiiiiiiii®®® iiiiii��iiiiii- iiii�i�!•/ISiiiiiiiii ii.iiiiiiiiiiiiiiii 0 J � V. �� 7 -19 -05 DATE I DRAWN 9Y / EMP. NO, CHECKED EY / EMP, NO ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: CONTRACT ADMIN. BY: WM APPROVED BY: INITIALS /EMP. N0. DATE wilshigmillffw4abr- *e u f AaM3 CLIENT: er CLEARWATER HOUSING AUTHORITY I flamers • Engineers • Ecologists • Surveyors • Landscape Architects • Transportation Consultants PROJECT: KriIsonMi6er, Inc. Naples - rorf Were • Sarasota • Bradenton • Tampa • Talshassee i101 Charmbde DrlvA Ue 40ON • Tampa, Florida XW2 • Mw W- 223-9500 • Fax813 -223 U009 • Web -Sits www.w mt*rcom -- 18/05 I TITLE: 1" =100' PARKVIEW VILLAGE YCItIIIAL JI. N/A ALt: CONSTRUCTION PLANS 29S 16E AUG 2 b 2005 i i J DEVE! OPMENT b iC� 5 Q P1 LANDSCAPE PLAN SITE KEY fw F'KVJLUI NUMdLK: SHEET NUMBER: 4370 - 003 -000 1 4 OF 13 May 07. 2005 — 12:5021 SMACCAULEYIX :\LAN\04370\SHEET\CITY SUBMISSION 5- 20- 05\LS102- 04370 —SITE KEY.dwg 0 50 00 �0'Qy;., >: CGS. .. INDEX NUMBER: D- 04370 - 005 -0? , F'KVJLUI NUMdLK: SHEET NUMBER: 4370 - 003 -000 1 4 OF 13 May 07. 2005 — 12:5021 SMACCAULEYIX :\LAN\04370\SHEET\CITY SUBMISSION 5- 20- 05\LS102- 04370 —SITE KEY.dwg 0- - sp 4 _ 4 °°°°°° El 0 i i I� I � .I I I 2" PVC WM (SDR -21) 36 LF 8" PVC SAN- SEW 0 0.40% I 1 I i I I I � fl® I 4" PVC WM (C -900, DR 18) RI #5 I I I RIM EL. =30.55 ill JJk INV. OUT =27.09 4" PVC WM C- MH #5 i RIM EL =306 59 LF 8" 1 IUV. IN= 26 95 SEW 0 0.4 INV. OUT =26.85 MH 4A RIM EL. =30.25 1 INV. IN= 26.20 INV. OUT =26.10 163 LF 8" PVC SAN SFW 0 0.40% DR 1 RIM EL. =30.25 INV. IN =25.86 NV. OUT.-.25.76 SAN Ll Mw- MATCH LINE EXISTING VALVE IN -LINE VALVE W/ BOX FIRE HYDRANT, COMPLETE FDC - FIRE DEPARTMENT CONNECTION BACTERIAL SAMPLE POINT BLOW -OFF PIPE PLUG WATER METER IRRIGATION METER RFnll('FR BACKFLOW PREVENTER /ABOVE GROUND METER SANITARY SEWER MANHOLE SANITARY SEWER LATERAL & CLEAN -OUT PUMP STATION STORM SEWER & STRUCTURE HFAnWAI I 11- FNnWAI I CONTROL STRUCTURE MITERED END /FLARED END SECTION CHLORINE INJECTION POINT 1 I REVISE PER CITY OF CLEARWATER COMMENTS OREV N0. I REVISION INV. IN= Z6..5d INV. 6UT =26.28 mm 216 LF 8" PVC _i imp 85 LF 6' PVC- 0.40% 11�911 ' ❑ C WATER ao 2" PVC WATER W/ G.V., M ER qFP SERVICE (SDR -21) .3 TYYN ° G.V., METER, BFP & (METER B'�' o LE POINT NO.1 (TYP.) CROSS REFERENCE FILE NO.: PROJECT NLMBER: ° SEE PLUMBING PLANS 17 29S 16E 4370- -( TER- Y COCPW) U U I 111to � w Pr > -4 6" PVC FIRE MAIN (C -900, DR -14) W /DDCV ASSEMBLY SEE PLUMBING PLANS (DDCV BY COCPW) (SEE NOTE 8) C- 0, DR 18) I 1 J 30' UTI EASEMI In 4 ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: 10/10/05 JRO/1505 I CONTRACT ADMIN. BY: DATE I DRAWN BY / EMP. N0. CHECKED BY / EMP. NO WM APPROVED BY: 352 LF 8" PVC -J SAN SEW 0 0.40% MH #6 RIM EL. =30.50 INV. IN =25.42 INV. OUT =25.32 2" PVC WATER SERVICE (SDR -21) W/_ G.V., METER, BFP & SAMPLE POINT NO.2 (TYP.) _SEE'; PLUMBING PLANS (METER BY COCPW) 1 W 0 Lv 1 o _J O > U LILJ 3 Y a � `cOli I #9 IIM EL. =29.80 I V. OUT =24.89 � I1 15' UTILITY o EASEMENT 0 6" P WM C -900, DR 18)_ O FIRE HYDRANT TYP. _ 6" PVC FIRE MAIN (C -900, DR -14) W /DDCV ASSEMBLY SEE PLUMBING PLANS (DDCV BY COCPW) (SEE NOTE 8) MATCH LINE 2" P C WATER SERVICE SCH -80) W/ G.V., M ER qFP & SAMPLE POINT N .3 TYYN SEE PLUMBI G NS (METER B'�' C Wj I I� 3 I a I5 4" PVC I ' W I pVC 6" PVC L. Q PVC WM C -900, R -18) GV1 -MH RIM EL iC1 SDR -2 =29.70 9p� 1) 1 INV. IN. =23.91 I INV. OUT =23.81 I I � I oe .I 3$3 _tF- 8- PVG SAN SEW 0 0.40% 3 -, °S i a- ---- - - - - - - I o 0 0 of I � I VC FIRE MAIN (C -900, DC 1 0 -14) W /DDCV ASSEMBLY f I- -- - --- - -- fE PLUMBING PLANS RDDC (DDCV BY COCPW) (SEE NOTE 8) °°° MATCH LINE MH #11 RIM EL. =29.70 INV. IN. =21.65 INV. OUT =21.55 NOTES: 1. ALL PROPOSED UTILITIES WITHIN THE PROJECT LIMITS SHALL BE BURIED. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL MEET CITY OF CLEARWATER, FDEP AND PLUMBING CODE SPECIFICATIONS. 3. ALL WATER AND FIRE LINE CONSTRUCTION SHALL MEET SPECIFICATIONS OUTLINED IN THE FLORIDA FIRE PREVENTION CODE, NFPA 101 & 70, (ALL LATEST EDITIONS) AS WELL AS FLORIDA STATUTE 633. 4. CONTRACTOR SHALL VERIFY ALL TIE IN LOCATIONS TO ALL EXISTING UTILITY PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON FINDING ANY DISCREPANCIES. 5. PROPOSED FIRE MAIN DDCV SHALL BE HERSEY -BEECO MODEL NO. 2, AMES 2000 SS, WATTS MODEL 709/007 OR CONBRACO 40100, 99 RISE. 6. PROPOSED R.P. DEVICES SHALL BE HERSEY -BEECO MODEL 6CM, AMES 5000 SS, WATTS MODEL 909/009 OR CONBRACO 40200. 7. PROPOSED FIRE LINE DDCV ASSEMBLIES & METERS ARE TO BE INSTALLED BY CITY OF CLEARWATER PUBLIC WORKS DEPT. 8. INSTALL ONE (1) FULL LENGTH (20 LF) OF DIP ON SERVICE SIDE OF DDCV ASSEMBLY. 9. ALL FIRE HYDRANT ASSEMBLIES INSTALLED A DISTANCE GREATER THAN 10 FEET FROM THE WATER MAIN SHALL BE CONSTRUCTED WITH DUCTILE IRON PIPE (DIP) AND SHALL HAVE A GATE VALVE AT THE TEE ON THE BRANCH LINE AND AT THE FIRE HYDRANT ASSEMBLY. 10. ALL DUCTILE IRON PIPE (DIP) AND VALVES TO BE WRAPPED WITH POLYWRAP. t THE GATE VALVE NUMBERS (GV #) DOES NOT REFLECT THE TOTAL U, OCT 1 2005 DEVELOPMENT Sl VICES DEPT CITY OF OLE RWATER NUMBER OF GATE VALVES ON THE PROJECT BUT THE INDIVIDUAL GATE VALVES THAT WILL BE USED TO CONTROL THE WATER M` CHLORINATION AND SAMPLING PROCEDURE. ;.•1 00 INITIALS EMP. N0. DATE wils ■ MbmW' he - A'�LC -CO VV wm«y►ee.nG- c.raaa.rl� CLIENT: RAM/1971 5/18/05 ell' CLEARWATER HOUSING AUTHORITY JRO/1505 5/18/05 �► Planners • Engkwws - EcobgWs • Surveyors , Landscape Architects • rransportatlon Consultants PROJECT: PAR KVI EW VILLAGE WilsonMiller, Inc. Naples 4 FbH Myers Sarasota Bradenton Tampa - Tallahassee CONSTRUCTION 10 Chaneside Drive, Sue 40ON • Tama, Florida 3W2, ftne 8-223 -9500 Fr 8- 223-0009 > Web -Sle� wwwws &r.can PLANS ACS 0) N co SCALE: 1 " =50' 0' 10' 25' 50' 1,44' w ol TITLE: 3 0 5/18/SC ORiZONTAL SCALE WATER AND SEWER LL Z > .. I1'��',I O - J lij 1" =50' SHEET 1 0 F 2 E S Es P.I„ ORIDA CERT 1�ATE a 4'3;)91 �c ° <t) � Y v1 , l C) > ar .9 ERTICAL SCALE N/A I M1 /� W a 0 0000130 LL CROSS REFERENCE FILE NO.: PROJECT NLMBER: SHEET NUMBER: k`s+�siol 17 29S 16E 4370- I U I � > I a Ll co 4" PVC WM a (C -900, DR 18) - S fD I i t � W # I i 1z; wc ❑ ® ® ° ©® ' PVC M (SDR -21 DR 18 ) I ' W I pVC 6" PVC L. Q PVC WM C -900, R -18) GV1 -MH RIM EL iC1 SDR -2 =29.70 9p� 1) 1 INV. IN. =23.91 I INV. OUT =23.81 I I � I oe .I 3$3 _tF- 8- PVG SAN SEW 0 0.40% 3 -, °S i a- ---- - - - - - - I o 0 0 of I � I VC FIRE MAIN (C -900, DC 1 0 -14) W /DDCV ASSEMBLY f I- -- - --- - -- fE PLUMBING PLANS RDDC (DDCV BY COCPW) (SEE NOTE 8) °°° MATCH LINE MH #11 RIM EL. =29.70 INV. IN. =21.65 INV. OUT =21.55 NOTES: 1. ALL PROPOSED UTILITIES WITHIN THE PROJECT LIMITS SHALL BE BURIED. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL MEET CITY OF CLEARWATER, FDEP AND PLUMBING CODE SPECIFICATIONS. 3. ALL WATER AND FIRE LINE CONSTRUCTION SHALL MEET SPECIFICATIONS OUTLINED IN THE FLORIDA FIRE PREVENTION CODE, NFPA 101 & 70, (ALL LATEST EDITIONS) AS WELL AS FLORIDA STATUTE 633. 4. CONTRACTOR SHALL VERIFY ALL TIE IN LOCATIONS TO ALL EXISTING UTILITY PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON FINDING ANY DISCREPANCIES. 5. PROPOSED FIRE MAIN DDCV SHALL BE HERSEY -BEECO MODEL NO. 2, AMES 2000 SS, WATTS MODEL 709/007 OR CONBRACO 40100, 99 RISE. 6. PROPOSED R.P. DEVICES SHALL BE HERSEY -BEECO MODEL 6CM, AMES 5000 SS, WATTS MODEL 909/009 OR CONBRACO 40200. 7. PROPOSED FIRE LINE DDCV ASSEMBLIES & METERS ARE TO BE INSTALLED BY CITY OF CLEARWATER PUBLIC WORKS DEPT. 8. INSTALL ONE (1) FULL LENGTH (20 LF) OF DIP ON SERVICE SIDE OF DDCV ASSEMBLY. 9. ALL FIRE HYDRANT ASSEMBLIES INSTALLED A DISTANCE GREATER THAN 10 FEET FROM THE WATER MAIN SHALL BE CONSTRUCTED WITH DUCTILE IRON PIPE (DIP) AND SHALL HAVE A GATE VALVE AT THE TEE ON THE BRANCH LINE AND AT THE FIRE HYDRANT ASSEMBLY. 10. ALL DUCTILE IRON PIPE (DIP) AND VALVES TO BE WRAPPED WITH POLYWRAP. t THE GATE VALVE NUMBERS (GV #) DOES NOT REFLECT THE TOTAL U, OCT 1 2005 DEVELOPMENT Sl VICES DEPT CITY OF OLE RWATER NUMBER OF GATE VALVES ON THE PROJECT BUT THE INDIVIDUAL GATE VALVES THAT WILL BE USED TO CONTROL THE WATER M` CHLORINATION AND SAMPLING PROCEDURE. ;.•1 00 INITIALS EMP. N0. DATE wils ■ MbmW' he - A'�LC -CO VV wm«y►ee.nG- c.raaa.rl� CLIENT: RAM/1971 5/18/05 ell' CLEARWATER HOUSING AUTHORITY JRO/1505 5/18/05 �► Planners • Engkwws - EcobgWs • Surveyors , Landscape Architects • rransportatlon Consultants PROJECT: PAR KVI EW VILLAGE WilsonMiller, Inc. Naples 4 FbH Myers Sarasota Bradenton Tampa - Tallahassee CONSTRUCTION 10 Chaneside Drive, Sue 40ON • Tama, Florida 3W2, ftne 8-223 -9500 Fr 8- 223-0009 > Web -Sle� wwwws &r.can PLANS ACS 0) N co SCALE: 1 " =50' 0' 10' 25' 50' 1,44' w ol TITLE: 3 0 5/18/SC ORiZONTAL SCALE WATER AND SEWER " �� PLAN Z > .. I1'��',I O - J lij 1" =50' SHEET 1 0 F 2 E S Es P.I„ ORIDA CERT 1�ATE a 4'3;)91 �c ° <t) � Y v1 , l C) > ar .9 ERTICAL SCALE N/A INDEX NILMWER'. C Z I D -04� 0T46 . -10 ti M1 /� W a 0 3EC: TWP: RGE: CROSS REFERENCE FILE NO.: PROJECT NLMBER: SHEET NUMBER: k`s+�siol 17 29S 16E 4370- 002 -000 10 OF �4 Oct 10, 2005 - 13:49:24 JOMEARA;X, \ENG \04370 \005 \REV03 \04370 - 0050`0. dw9 Aug 24, 2005 — 16:35:53 JVMGAKNX: \LNi \u43 n1 \v:r3 \ncvvc \v43 ru—wove 1 -9 120 LF 18" 0 0.52% I if I CONTRACTOR TO REMOVE ' 25.0' OF EXISTING BLOCK WALL & REOUILD WALL 4ERTIQN m/ .f ft- I� 28 LF 15" RCP 27 LF 15" RCP 0 0.20% 0 0.22% MATCH LINE / 1 � _ K '�- 1 I �--------'------ I I I I ---_• -- - ---- ---- -- ------ -- - ----- I I I 1 1 1 I F.F. •32.00 I I ; I I I 1 ; I 1 I I I F.F.- FF.= ; F.F.- 31.8 1 31.9 I I I a 31.9 I 31.8 1 31.8 31.9 32.0 31.9 ----J I I I I I I I 1 I I 1 1 1 I r 1 I I I I I I I I I I I 1 I I 1 1 1 I i b 6i I I I I I I 1 1 1 I 1 1 I I 1 I I ®I I 1 1 8 LF 30� CP i Q.. I I 1 -- - - - - -J 0.24%_; 1 I 1 �i . I - - - -- -- - -- - - - - -� 1 32.1 ; 32.1 ; I I 31.8 I I I 1 I I cap 1 I 1 1 .- _-- - - -'_J --- , - - - -J ---- -.-_ -J - ._- • -_•- -J ____ -_ _ I I I I I I I 1 1 --- 1 I I I I 1 1 I . 1 ' I 1 L - - - - -- -- -_ -- -- - -- - - - - -- - - - - -- "__-- _- --- -_ - - - - -- - __ -.-_ -.. -_- -------------- _0.24% , \ 1 1 30� I I I I 1 I f Nr • � 1 1 1 d � i •� I I �• r Ap I if I CONTRACTOR TO REMOVE ' 25.0' OF EXISTING BLOCK WALL & REOUILD WALL 4ERTIQN m/ .f ft- I� 28 LF 15" RCP 27 LF 15" RCP 0 0.20% 0 0.22% MATCH LINE / 1 � 1: 4 K '�- 1 I �--------'------ I I I I ---_• -- - ---- ---- -- ------ -- - ----- I I I 1 1 1 I F.F. •32.00 I I ; I I I 1 ; I 1 I I I F.F.- FF.= ; F.F.- 31.8 1 31.9 I I I a 31.9 I 31.8 1 31.8 31.9 32.0 31.9 ----J I I I I I I I 1 I I 1 1 1 I r 1 I I I I I I I I I I I 1 I I 1 1 1 I i -LF 1I !-Rd 0.21% 429 LF 15" RCP 0 0.21 % I 2�11 IRA h 2• � J K '�- 1 I 1 I I I I I 0.21% 1 -- - - - - -, 28 W __ -_ - - -, 5" RCP I --- - - - - -, ; I I I I ; F.F.- ; F•F.- ! F.F.- FF.= ; F.F.- 31.8 1 31.9 I 32.0 I 31.9 I 31.8 1 31.8 31.9 32.0 31.9 31.8 I I I I I I I 1 I I 1 1 1 I r 1 I I I I I I I I I I I 1 I I 1 1 1 I I 1 I I b 6i I I I I I I 1 1 1 I 1 1 I I 1 I I ®I I 1 1 8 LF 30� CP i Q.. I I 1 -- - - - - -J 0.24%_; 1 I 1 �i . L-- -- - - -J - - - -- -- - -- - - - - -� -- �' -`=- -J 32.1 ; 32.1 ; I I 31.8 I I I 1 I I cap 1 I 1 1 -LF 1I !-Rd 0.21% 429 LF 15" RCP 0 0.21 % I 2�11 IRA h 2• � J K '�- 1 I 1 I I I I - - -__- 29-LF-46--RCP i0 0.21% 1 -- - - - - -, 28 W __ -_ - - -, 5" RCP I --- - - - - -, ; ; ; 0 0;21 ; ; 31.8 i 31.9 i 32.0 i 31.9 i 31.8 F.F.- I F.F.- F.F- F.F.- F.F- 31.8 31.9 32.0 31.9 31.8 I I I I I I I 1 I I 1 1 1 I r 1 I I I I I I I I I I I 1 I I 1 1 1 I I 1 I I I 1 1 I I I I I I I 1 1 1 I 1 1 - - - - - -� -- - - - - -� -- - - - -_J - -- .-- . -- - - -- -LF 1I !-Rd 0.21% 429 LF 15" RCP 0 0.21 % I 2�11 IRA h 2• � J 1 1 I I 1 I 1 I I I I 1 I f t 1 1 I I 1 I o. F.F.- i F.F.- i F.F.- i F.F.- F.F. - 31.8 i 31.9 i 32.0 i 31.9 i 31.8 I I 1 1 I I I I I 1 1 I I p I I�N I I 1 1 I I I I I O I I -k''• I I 31.8 31.9 32.0 190 30" 1 32.1 32.0 I CO. 0.20% - - - - - -� -- - - - - -� -- - - - -_J - -- .-- . -- - - -- I 1 1 I I I I 1 I 1 1 -LF 1I !-Rd 0.21% 429 LF 15" RCP 0 0.21 % I 2�11 IRA h 2• � J ACTIVITY INITIALS /EMP, NO. • !_ - - -i - - - - -- i - - - - - -� ' --- - - - - -i -- - - - - -i - -- �1$iLF �� RCP -- - - - - -- 28 LF 115 RCP __ - - - - -- OFFSITE STORMWATER -- - - - - -i -- - - - - -� 0.2)% ® 0.20* r-- __-- .-- 0 0.25% I I I 1 I 1 I F.F.- ' F.F- ; F.F. - ; F.F.- ; LF 42" F.F. F.F.- ; F.F.; ; F.F.- ; F.F. - 31.8 31.9 32.0 v 31.8 1 32.1; 32.1 32.0 31.9 31.8 I I I 1 I I 302 i LF I I I I I 1 1 I I I I 1 I 1 1 I I 1 -- - - - - -J 1 I 1 1 I 1 1 I 1 t I 1 F.F.- 31.8 i , I 32.1 ; 32.1 ; I I 31.8 I I I 1 I I I I 1 I 1 1 .- _-- - - -'_J --- , - - - -J ---- -.-_ -J - ._- • -_•- -J ____ -_ _ I I I I I I I 1 1 --- 1 I I I I 1 1 I . I 1 ' I 1 L - - - - -- -- -_ -- -- - -- - - - - -- - - - - -- 3 177 LF 54" RCP 0 0.27% 214 LF 54" RCP 0 0.27% 1 mp 11 M r Fit 64 LF 42" RCP 0 0.23% 108 LF 42" 41 LF 15" RCP 109 LF 42" RCP RCP 0 0.237o 0 0.20% ® 0.23 %MATC H LI N E SO-49 SO -4 70 LF 30" RCP 0 0.25% 51 LF 30" RCP 0 0.20% �110 LF 30' RCP 0 0.23% PROPOSED SKIMMER (SEE DETAIL) -SD -103 I,.JSD -3 120 LF (3) 24 "X38" ERCP PRQMFID sourm P60)"LIJ so -�o� 0.27% �' F 6" PVC UD L CO EL 20 L CO E =24.01 �0 0.1 % _ =24.21 T.O.B. E.L =31.00 DHW100 E.L. =30.77 DHW25 E.L. =29.10 DHW10 E.L. =28.26 S.H.W. EL. =24.00 BOT EL. =16.00 29 LF 42" RCP -� 0 0.21% I put., O A" PROM= PONO 2 T.O.S. E.L =31.00 DHW100 E.L. =30.71 DHW25 E.L =29.04 DHW10 E.L. =28.21 S.H.W. EL. =24.00 BOT EL. =25.00 30 LF 15" RCP 0 0.20% Aso( Cam" J ACTIVITY INITIALS /EMP, NO. DATE !_ DESIGNED BY: ' 5 18 05 SO -200 - - - - -- i - - - - - -- 'SEE PARKVIEW VILLAGE -- - - - - -i __ - - - - -- OFFSITE STORMWATER -- - - - - -i -- - - - - -� PLANS FOR DETAILS. 3 177 LF 54" RCP 0 0.27% 214 LF 54" RCP 0 0.27% 1 mp 11 M r Fit 64 LF 42" RCP 0 0.23% 108 LF 42" 41 LF 15" RCP 109 LF 42" RCP RCP 0 0.237o 0 0.20% ® 0.23 %MATC H LI N E SO-49 SO -4 70 LF 30" RCP 0 0.25% 51 LF 30" RCP 0 0.20% �110 LF 30' RCP 0 0.23% PROPOSED SKIMMER (SEE DETAIL) -SD -103 I,.JSD -3 120 LF (3) 24 "X38" ERCP PRQMFID sourm P60)"LIJ so -�o� 0.27% �' F 6" PVC UD L CO EL 20 L CO E =24.01 �0 0.1 % _ =24.21 T.O.B. E.L =31.00 DHW100 E.L. =30.77 DHW25 E.L. =29.10 DHW10 E.L. =28.26 S.H.W. EL. =24.00 BOT EL. =16.00 29 LF 42" RCP -� 0 0.21% I put., O A" PROM= PONO 2 T.O.S. E.L =31.00 DHW100 E.L. =30.71 DHW25 E.L =29.04 DHW10 E.L. =28.21 S.H.W. EL. =24.00 BOT EL. =25.00 30 LF 15" RCP 0 0.20% Aso( 0.20% s ' Cam" Qz�y ACTIVITY INITIALS /EMP, NO. DATE !_ DESIGNED BY: RAM 1971 5 18 05 - - - - -- i - - - - - -- - - - -- -- -- - - - - -i __ - - - - -- -- - - - - -` -- - - - - -i -- - - - - -� I i ® 0.20* r-- __-- .-- - -- j-------------------------------------------------------- I I 1 F.F.• r;, .. FF.- I F.F- I F.F.- ' F.F.- I ---^ 33 LF 42" RCP 31.9 i 1 I t 32.0 i I I I 32.1 1 1 I 32.1 i f I 32.0 i I I 31.9 i I I 31.8 I I v 31.8 1 ' 0 1277. I I I 1 L-- 302 i LF 24" RCPT 0 0.20% i 0 0 20 I I I F.F.- ; - - - - -J -- - - - -J -- - - - - -J F. 31.80 F.F. - i F.F.- i F.F.- 31.8 i , I 32.1 ; 32.1 ; 32.0 I 31.9 I 31.8 I I I 1 I I I I 1 I 1 1 1 I I I I I I 1 1 I I 1 I I I I T 1 I I I 1 I I I I I I I I I 1 1 1 I I I 1 I I I I 1 1 I I I 1 I I 1 ' I 1 L - - - - -- -- -_ -- -- - -- - - - - -- - - - - -- "__-- _- --- -_ - - - - -- - __ -.-_ -.. -_- -------------- _0.24% , \ 1 1 30� I I I I 0.20% s ' Cam" Qz�y ACTIVITY INITIALS /EMP, NO. DATE !_ DESIGNED BY: RAM 1971 5 18 05 - - - - -- i - - - - - -- - - - -- -- -- - - - - -i __ - - - - -- -- - - - - -` -- - - - - -i -- - - - - -� I i ® 0.20* 1 I I I I 1 F.F.• r;, .. FF.- I F.F- I F.F.- ' F.F.- I F.F.- I F.F. - I F.F.- I 31.8 i I 1 1 1 t I 31.9 i 1 I t 32.0 i I I I 32.1 1 1 I 32.1 i f I 32.0 i I I 31.9 i I I 31.8 I I v 31.8 1 3f .9 32.0 I I I I 1 L-- 302 i LF 24" RCPT 0 0.20% i 0 0 20 I 1 I F.F.- ; - - - - -J -- - - - -J -- - - - - -J F.F.$ i - -_ - - -- F.F. - i F.F.- i F.F.- 31.8 i 31.9 i 32.0 i 32.1 ; 32.1 ; 32.0 I 31.9 I 31.8 0.20% s ' �tJ Cam" Qz�y ACTIVITY INITIALS /EMP, NO. DATE !_ DESIGNED BY: RAM 1971 5 18 05 - - - - -- i - - - - - -- - - - -- -- -- - - - - -i __ - - - - -- -- - - - - -` -- - - - - -i -- - - - - -� I i ® 0.20* 1 I I I I 1 1 I I I 1 I r 1 1 t I 1 I 1 I I 1 I I I I I I I 1 1 v 31.8 1 3f .9 32.0 32.1 32.1 1 32.0 31.9 31.8 1 I I 0 0 20 I 1 I F.F.- ; F.F.- i F.F. - i F.F.- i F.F.$ i F.F.- F.F. - i F.F.- i F.F.- 31.8 i 31.9 i 32.0 i 32.1 ; 32.1 ; 32.0 I 31.9 I 31.8 I I I 1 I I I I 1 I 1 1 I I I I 1 1 I I 1 I I I I T 1 I I I 1 I I I I I I I I I 1 1 1 I I I 1 I I I I 1 1 I I I 1 I I 1 I I I 1 I I I I I I I I e 0 0.2010 - -- - - - - -� _0.24% , \ 1 1 30� I I I I 1 I f �tJ Cam" Qz�y ACTIVITY INITIALS /EMP, NO. DATE DESIGNED BY: RAM 1971 5 18 05 _- .--- -- I I - - - - - -- I 1 I I I I - -_ - -_- I I I 1 1 I I I I 1 !f CONTRACT ADMIN. BY: QREV N0. F.F.- F.F.- i F.F - F.F. - i F.F - i - i F.F. F.F.- F.F. - v 31.8 1 3f .9 32.0 32.1 32.1 1 32.0 31.9 31.8 1 I I 0 0 20 I 1 I F.F.- ; la 1 1 1 FF.- ; F.F.= ; 1 F.F. - ; F.F. - ; 31.8 I I I I 31.9 I I I I 1 I I 1ti'� 1 N I i I I 1 302 LF � 2' I RCP I It I I I I 1 t ® 0.20 I RCP In ® J 2 LF 15 " C 0 I e 0 0.2010 - -- - - - - -� _0.24% , \ 1 1 30� I I I I 1 I f �tJ Cam" Qz�y ACTIVITY INITIALS /EMP, NO. DATE DESIGNED BY: RAM 1971 5 18 05 DRAWN BY. JRO 1505 5/18/05 CHECKED BY: !f CONTRACT ADMIN. BY: QREV N0. REVISION GATE DRA'NN BY / EMP. N0. -- - - - - -, --- - -- -, -- - -- - -, -- ^ - - --, -- - - - - -, -- - -- - -, -- - - - - -, -- - -- 4" RCP I t I I 1 I I 0 0 20 I 1 I F.F.- ; F.F.- ; F.F.- F.F.- ; FF.- ; F.F.= ; F.F. - ; F.F. - ; 31.8 I I I I 31.9 I I 32.0 I 1 32.1 I I 32.1 I I 32.0 ; 1 I 31.9 I I I 31.8 I I I 1 1 I I I I I I I I I 1 I I I 1 I L� 1 1 I I I I I 1 I Nr r�s y s. • r is SD -102 22 ELF (34 =x(38" r P 0 0.22% .. " ERC \ 107 LF 54 RCP 34 LF 30" RCP ® 0.299 PROPOSED SKIMMER 268 LF 30" RCP 0 0 21 % ®0 2�q 4" RCP (SEE DETAIL) 0 0.209 VAT?- Kba>Ifarnl►arCerFLatle`laa`a ras CLIENT: CLEARWATER HOUSING AUTHORITY Pdar"s • &0i,eere • Ecolpws • suveyors • !ar>dwV& Ard9ecfs • Tra 4mlallon C"ganla PROJECT: PAR KVI EW VILLAGE id1&)Pi�Pifer, Inc. WWI rvl *m.SarasofeeBradentone*r1qp •TaMaWa CONSTRUCTION PLANS 1f01 Charnelaide Drive: Stele 4ow • Tamp, Florida 33802 b P,ti m so 223r-M • Fax 80- 223 -m , Web-siep www.AmT"com LEGEND 9 TYPE C /TYPE F/TYPE 1 CURB INLET Ir TYPE 2 CURB INLET MW TYPE 3 CURB INLET 0 JUNCTION BOX F.E.S. w BUBBLER STRUCTURE . 1 r WE • � i i`i -iii � � , �� PROPOSED Cam- GROUND ELEVATION �- EOP ELEVATION PROPOSED FLOW DIRECTION F.F. = FINISHED FLOOR ELEVATION (PAD ELEV. = FF. ELEV. - 0.33') i ACTIVITY INITIALS /EMP, NO. DATE DESIGNED BY: RAM 1971 5 18 05 DRAWN BY. JRO 1505 5/18/05 CHECKED BY: CONTRACT ADMIN. BY: QREV N0. REVISION GATE DRA'NN BY / EMP. N0. CHECKED BY / EMP. NO I WM APPROVED BY: Kba>Ifarnl►arCerFLatle`laa`a ras CLIENT: CLEARWATER HOUSING AUTHORITY Pdar"s • &0i,eere • Ecolpws • suveyors • !ar>dwV& Ard9ecfs • Tra 4mlallon C"ganla PROJECT: PAR KVI EW VILLAGE id1&)Pi�Pifer, Inc. WWI rvl *m.SarasofeeBradentone*r1qp •TaMaWa CONSTRUCTION PLANS 1f01 Charnelaide Drive: Stele 4ow • Tamp, Florida 33802 b P,ti m so 223r-M • Fax 80- 223 -m , Web-siep www.AmT"com LEGEND 9 TYPE C /TYPE F/TYPE 1 CURB INLET Ir TYPE 2 CURB INLET MW TYPE 3 CURB INLET 0 JUNCTION BOX F.E.S. w BUBBLER STRUCTURE . 1 r WE • � i i`i -iii � � , �� PROPOSED Cam- GROUND ELEVATION �- EOP ELEVATION PROPOSED FLOW DIRECTION F.F. = FINISHED FLOOR ELEVATION (PAD ELEV. = FF. ELEV. - 0.33') i • ,,Q C• 1 1 . � F� i ' F 193 LF 36" RCP i ® 020% +�� Y � tTAt �i'I'•K'� � »T f,� 4 rr,�� SID V 29 LF 36" RCP ' f I ` . 0 0.21% -0. 102 LF 18" RCP ® 0.20% 5 ( t r 230 LF 24 "___ KCP 0 0.20% 30 I LF I 18" RCP 0 0.20% I ------------------------------ --- --- - - -i.e 1 1 F.F.- 31.80 i i I I , I 1 I 1 I la i l' rr sD--s Ell P - 1 3 AEI(; 2 b 2005 1 SCAI,Ev QEV IOPMENI` SE�vIC��OE�'t 0. 10. 25' OF 'OLE §/ 8/05 TITLE: N- ' IOR120NTAL ,GALE: GRADING AND DRAINAGE P LA 1"=.50' ` FLO 1 fC OERTIE1CATfj N ..3999i� �� - 'ERTICAL SCALE: SHEET 2 OF 2 INDE yrC N/A ai4 70 -00 .. SEC: TWP: RGE: CROS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NU 1. 17 29S 16E 4370 -002 -000 1 I� 4 Aug 25, 2005 - 09;10:23 JOMEARAN.\ LNG\ 04370 \005 \REV02 \04370- 005013.dwg PLT C O soup PLASTIC FAM POST OPTIONS: FLOATATION (Cr DIA. 2" x 4 OR 2 1 /2" ANCHOR BALES WITH EQIV. ){12 IBS. PER MIN. DIA. WOOD; STEEL 6 MAX. 2 - 2" x 2" x 4' STAKES FT. BUOYANCY) 1.33 LBS /FT. MIN.) -_ i PER BALE x-18 OZ. NYLON 5 POLYPRO x FLOW REINFORCE 0 PSI B ROPE REAKING 00 LB. 2 y BALES -^^' TEST) WITH LACING STRENGTH) 0 y TO GROMMETS �b z ,� " OPTIONAL POST BUTT W y W y POSITION TYPE I Ile PRINCIPAL POST GALVANIZED 18 OZ. 2af POSITION (CANTED FLOATIIV(� TURBIDITY CHAIN STAKED IUR3 IDS ITY BARRIER NYLON N ORCED WETLAND Y W Y 20« TOWARD FLOW) FT.OW 6' MAX. �, PLAN BARRIER (300 PSI BUFFER .�.,�.. POST y ` UPLAND FILTER FABRIC (IN O TEST) y CONFORMANCE WITH D, - s' SfD. SINCIE PANEL FOR DEPTH 5' OR LESS). SEC. 985 FDOT SPEC.) FILTER FABRIC LOOSE S01! PLACED BY SHOVEL Ih " s sro. WITIONAL PANEL FOR DEPTHS >s•). & LIGHTLY COMPACTED ALONG CTW0 (2) PANELS TO BE USED PFOR DEPTHS GREATER E'T}AN y r y O u� SILT 0W STAKEr UPSTREAM EDGE OF BALES 1 LIMITS OF a FOR IN THE PLANS OR AS DETERMINED BY THE 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY SILT BARRIER OR SILT FENCE 4" MIN ENGINEER. SHORE LINE CONSTRUCTION p 4" COVERED NGrlce. LIMITS OF SHORE LINE ALONG ENTIRE WETLAND I r-- L PERIMETER in 18" M N. FILL SLOPE COMPONENTS of TYPE I MXY BE SR,0LAR OR CONSTRUCTION `t SEE FIGURE 2 AND 3 ��,a , IDENTICAL. TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE NOTE: ��.y {� DESM,NFR SHALL BE THE SOLE RESPONSIBILITY OF THE L�1/ATI ®N 4" BURIED DEPTH USER. SUBSTITLfOONS FOR TYPE I SWILL BE AS TURBIDITY BARRIERS FOR FLOWING APPROVED BY THE ENGINEER. TURIIDITY STREAMS AND TIDAL CREEKS MAY BARRIERS BE FATHER FLOATING, OR STAKED TYPES OR ANY COMBINATION OF TYPES THAT WILL SUIT SITE NOTES: CONDITIONS AND MEET EROStON IYPI-CAL TYPICAL BALE SILT BARRIER IQITY BAR�I�R APPLICATIONS REQUIEM�wT WETLAND BUFFER T..r FENCE NR810fTY BARRIERS ARE TO BE USED IN ALl PERMAN(NT N.T.S. BODIES OF WATER REGARDLESS OF WATER DEPTH. CONETRACTORS BE AT UNlE55 N.T.S. 2 NUMBER AND SPACING OF ANCHORS DEPENDENT ON WATER TURBIDITY BARRIERS HOWEVER YE NT W IN THE PLANS VELOCITIES . N.T.S. 3. fxvlo,MENr OF BARRIER AROUND PILE lOCn110NS MAY ��%� PAYMENT WILL %I UNDER THE PAY fIEM(S) ES7AFAJSFIED VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS, N.T,S. T THE PLANS FOR FLOATING TURBIDITY BANNER AND/OR STAKED FIGURE 1 FIGURE 2 FIGURE 3 UNLESS BARRIER. I 5T5 IN 4. NAVIGATION MAY REQUIRE SCGMCONG BARRIER DURING STAKED TURHIDItY BARRIERS TO BE CONSTRUCTION OPERATKNS. FIGURE �' INSTALLED IN VERncN. POSff10N UNI•ESS OTHFR'MISE DIRECTED BY TIIE fNGINEER. SOD TO BE PLACED 3' BEYOND TOP OF SWALE SLOPE 3' 3� SOD TO BE PLACED 3' BEYOND TOP OF BANK VARIES Ao SOD I NOTE: WRAP GRATE (TOP & � /z /r 4:1 2 CHO_�i -- 2F SALES 4' FABRIC ) WITH FILTER \ \ (MAX.) / STAKES PER BALE NOTE: WRAP GRATE (TOP & Ln /� /,\� <G < BO OEM) WITH FILTER N � ��\ /�'� SIDEWALK (MAX. i ® — .- 3 TO 5 // 3 TO 5 / APRON DITCH DITCH /\� GUTRTBER CURB & GUTTER TYPICAL RETENTIQUIDETENTION PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET VARIES VARIES VARIES POND SECTION PROTECTION AROUND INLETS OR STAKED SILT BARRIER OR SILT FENCE TYPICAL 5WALE SECTION SIMILAR STRUCTURES PROTECTION AROUND DITCH BOTTOM N.T.S. N.T.S. I N LETS N.T.5. FIGURE 5 FIGURE 6 FIGURE 7 FIGURE S TOP OF BANK (TEMP. EARTH BERM IF 3 REQ'DSSHALL DISCHARGE UPSTREAM OF DOWNSTREAM SILT FENCE) TURBIDITY BARRIER y� SEE FIGURE 4 ..�. „ Y � TOP OF BANK F� O PROPOSED SWALE PROPOSED I M1 PROPOSED STORM PIPE p SILT FENCE SILT FENCE 0 : ° EXISTING LAKE STORM PIPE SILT BARRIER OHW! SILT SEE FIGURE 2 & 3 P SEE FlGURIE 2 & 3 \ DITCH BOTTOM WHERE A DAM IS REQUIRED .. + O� WITHIN EXISTING LAKE C,� Q FOR CONSTRUCTION �� ° BERMS & UPSTREAM OF STORM PIPE, TURBIDITY BARRIER SHALL BE PLACED SILT FENCE MAY BEYOND THE DAM EXISTING SWALE BE ELIMINATED AT DRY CROSSINGS PIPE EXISTING SWALE SILT BARRIER AT CONNECTION TURBIDITY BARRIER AT CONNECTION OF SILT BARRIER AT CONNECTION OF SWALE TO EXISTING SWALE UNDERGROUND PIPE CROSSING STORM PIPE TO EXISTING LAKE OF STORM .EIPE TQ EXISTING SWALE N.T.S. N.T.S. N.T.S. N.T.S. FIGURE 9 FIGURE 10 FIGURE 11 FIGURE 12 TEMPORARY SEDIMENT SUMP SOD SEDIMENT SUMP REQUIRED BARE GROUND (SEE PLAN FOR 0P'ROPNOSED LOCATION) z SOD LIMITS 3' WIDE .AMIN INPUT FROM DITCH OR 3' MIN PUTAP(S) (1,000 GPM >1 SHEET FLOW �' 3' MIN. SEED 12 PERMITTED i LAKE OR 04 24" CORRUGATED PIPE STAKED SILT CURB STORM INLET � SWALE }� w/ UPTURNED END OR BARRIER <1 i� ��9J OUTFALL CONTROL DOUBLE HAY J \ ( (j� ( n M S� STRUCTURE & OUTFALL BALES (STAKED) PIPE 12 L� V N 0 U '� AS PART T OF SEDI�MENDT � SOD ALONG CURB SUMP) AND. ROUND INLLT- T M Y I T AUG 2 6 2005 SEDIMENT SUMP SECTION � - GRASS SLOPES N.T.S. N.T.S. , �.,.. - -- JACQUELINE RIVERA, EXECUTIVE DIRECTOR � � � 1.,�, I PT CLEARWATER HOUSING AUTHORITY �' • • �� N.T.S. BUMF' FIGURE 1 6 ® CONSTRUCTION SURFACE WATER MANAGEMENT ftxX-CERTIFICAT1Oh., i 'f ` lAll ASPECTS OF THE EROSION PROTECTON Al fr. GJIN FIGURE FIGURE 15 MEASURES WITH THIS P, bE E FIGURE 13 MAINTAINED DURING CONSTRUCTION. ACTIVITY INITIALS /EMP. NO. DATE ® MYeoaR W,ha=Car "t a(AAwkdo m CLIENT: DATE: 18/05 TITLE: DESIGNED BY: RAM 197, 5 18 05 , CLEARWATER DOUSING AUTHORITY HORIZONTAL SCALE: CONSTRUCTION SURFACE WATE� HAMIDREIAE DRAWN BY: JRO 1505 5/18/05 N.T.S. MANAGEMENT (B.M.P.) ®ETAI LS FLORIDA CERTIFI moo. 3 9 CHECKED BY: ftr)ers > Egineers s Ecob*s • Swveyors „ Larxi Wa ArCM01 -fa « rra AmIaUm Cor"anis PAR KVI EW VILLAGE VERTICAL SCALE: ,. INDEX NUMBER: ' . , PROJECT: N/A D- 04370 =06d 2 SWFWMD AND CITY OF CLEARWATER REVIEW COMMENTS 8/3/05 JRO/1505 CONTRACT ADMIN. BY: Wti3Q11�tl/'' SEC: TWP: ROE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: '�, «ra�ara CONSTRUCTION PLANS OREV N0. REVISION DATE DRA'NN BY / EMP. N0. CHECKED BY /EMP. NO WM APPROVED BY: tM ChaPe')elsJde Drivel We 40AN «rWpk Ronda M2 «Phone' 80- 223-�M • Fav 8 3'223•'M s WW WO wwww�sanr�er.M^MxTi 17 29S 16E 4370 - 002- -000 7 OF 24 111 Aug 15, 2OU5 — 13'33:21 JOMEARA.IX. \ENG\04370 \005\REV02 \04370 - 005007. dwg SECTION OF ROAD TO Idb VA ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: CONTRACT ADMIN. BY: OREV N0. REVISION I DATE I DRAWN BY / DAP. N0. CNECKED BY / EMP. N0.' WM APPROVED BY: nALS /EMP, NO RAM 1971 JRO /1505 DREW STREET SECTION OF ROAD TO REMAIN TEMPORARILY (SEE NOTE 27) LEGEND _ _ = EXISTING SANITARY SEWER PIPES AND STRUCTURES TO BE REMOVED -�--- -- -�-- EXISTING STORM SEWER PIPES AND STRUCTURES TO BE REMOVED EXISTING ROADWAY TO BE REMOVED «-- wm wM - EXISTING WATER MAIN TO BE REMOVED r --1 1®Iz1 TREE PROTECTION BARRIER L_J DATE w> In a e� CLIENT: 118/05 wils6l9miller CLEARWATER HOUSING AUTHORITY 5/18/05 IV Ptamers ; ftrleers , Eooto Wo - SLneyora - Lmcbcape Archttecia • TrwwportaSon Cw►s Nants PROJECT: M0r}Muikr, Inc Naptea , %crf tlttyars = Sarmta, Bradedon , rwrps , Taiahame Wl a meWe Drive, fife 4t , Tama, Fkt*U 33602 , Rmw M 223 -M . Fax 80- 223.0009 , WWSdac www *bmT Taroom PAR KVI EW VILLAGE CONSTRUCTION PLANS 1. ALL U11UTIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTF-NI10N OF THE ENGINEER. 2. REMOVE ALL REMAINING EXISTING UNDERGROUND & ABOVE GROUND UTILITIES WITHIN THE DEMOUT ON AREA UNLESS OTHERWISE NOTED. 3. REPAIR ALL DAMAGED UTIUTIES NOT PROPOSED FOR REMOVAL TO EXISTING OR BETTER CONDITION. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY TO BE RESTORED TO ORIGINAL COND111ON OR BETTER. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE UTILITY COMPANIES AND OWNERS TO DISCONNECT EXISTING SERVICES TO THE SITE PRIOR TO ANY ACTIVITY. 5. THE SITE UTILITY OWNERS LIST: CITY OF CLEARWATER PUBLIC WORKS ADMINISTRATION: 727- 562 -4798 PROGRESS ENERGY: 727 - 562 -5751 CLEARWATER GAS: 727 -562 -4900 VERIZON: 727 - 562 -1193 BRIGHTHOUSE: 727 -562 -5020 KNOLOGY BROADBAND OF FLORIDA, INC: 727 -217 -2631 THIS LIST IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THIS PLAN. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF THERE ARE OTHER UTILITY COMPANIES NOT SHOWN ON THIS LIST. 6. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES THAT ARE TO REMAIN AND SHALL PROVIDE AT LEAST 72 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO ANY DEMOLITION AND /OR CONSTRUCTION ACTIVITIES TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE -ONE (1- 800 -432 -4770) TO ARRANGE FIELD LOCATIONS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL THE REQUIRED PERMITS AND APPROVAL PRIOR TO ANY ACTIVITY. 8. DURING CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING EROSION AND TRANSPORT OF SEDIMENTS TO INLETS, SURFACE DRAINS, AND OFF SITE AREA IN ACCORDANCE WITH SWPPP, REFER TO THE BEST MANAGEMENT PRACTICES PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED AS WELL AS ANY REGULATORY AGENCY ACTION. 9. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE IF REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS TESTING COMPANY. CONTRACTOR SHALL STOCK PILE SUCH MATERIAL ON SITE IN AN AREA TO BE COORDINATED WITH THE OWNER. PROVIDE EROSION CONTROL AND SEDIMENT TRANSPORT PREVENTION MEASURES AS APPLICABLE. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED IN A LEGAL MANNER. 10. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS, PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. 11. THE CONTRACTOR TO CONTROL FUGITIVE DUST ORIGINATING FROM THE PROJECT SITE DURING CONSTRUCTION BY WATERING OR OTHER METHODS AS REQUIRED. 12. ALL MATERIAL REMOVED FROM THE SITE SHALL BE TRANSPORTED AND DISPOSED OF IN A LEGAL MANNER. ALL PERMITS REQUIRED FOR THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. ACTIVITIES REQUIRED FOR REMOVAL OF ENVIRONMENTALLY CONTAMINATE MATERIALS AND DEVICES SHALL BE COORDINATED THROUGH THE OWNER'S REPRESENTATIVE. 14. OVERALL CLEAN -UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 15. THE CONTRACTOR WILL FOLLOW ALL THE GUIDELINES AND REGULATIONS AS SET FORTH BY OSHA AND OTHER AGENCIES HAVING JURISDICTION OVER THE JOB SITE. THE OWNER, OWNER'S REPRESENTATIVE, AND THE ENGINEER WILL NOT BE RESPONSIBLE FOR JOB SITE SAFETY PROCEDURES AND IMPLEMENTATION. 16. ALL WORK WITHIN THE RIGHT OF WAY, EASEMENTS, AND ON PRIVATE PROPERTY SHALL CONFIRM TO THE METHODS, STANDARDS, AND SPECIFICATIONS OF THE CITY OF CLEARWATER AND ALL APPLICABLE AGENCIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES RESULTING FROM VIOLATION OF ANY REGULATIONS. 17. PRIOR TO ANY SITE CLEARING, ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, SEE LANDSCAPING PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. CONTRACTOR WILL IDENTIFY AND BRING TO THE OWNERS REPRESENTATIVE FOR RESOLUTION ANY TREE THAT MAY BE IMPACTED AS A RESULT OF DEMOLITION /CONSTRUCTION ACTIVITIES. 18. ALL EXISTING PALM TREES LOCATED WITHIN THE LIMITS OF THE DEMOLITION AREA ARE TO BE TEMPORARILY PROTECTED U14TIL THE TREES CAN BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL COORDINATE PALM TREE REMOVAL WITH THE OWNERS LANDSCAPE ARCHITECT REPRESENTATIVE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TRAFFIC CONTROL AND PERMITTING REQUIRED TO PERFORM THIS WORK. 20. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT AND MAINTAIN ACCESS TO PRIVATE PROPERTIES. ANY DAMAGE CAUSED BY TPiE CONTRACTOR IN THE PERFORMANCE OF THIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, AT THE CONTRACTOR'S EXPENSE. 21. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND ROAD OWNER. 22. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. NOTIFY THE ENGINEER OF ANY POTENTIAL IMPACT TO THESE MONUMENTS, 23. RESTORE ALL AREAS OUTSIDE LIMITS OF THE DEMOLITION DISTURBED BY CONSTRUCTION TO CONDITIONS PRIOR TO CONSTRUCTION. SPECIAL CARE SHOULD BE TAKEN TO RESTORE OFF -SITE AREAS DISTURBED BY CONSTRUCTION. RESTORE (SOD IF BARE GROUND) ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY. 24. REMOVE ALL STRUCTURES AND UTILITIES THAT ARE TO BE DEMOLISHED FROM SITE, INCLUDING ALL BUILDINGS, FOUNDATIONS, SUBGRADE FACILITIES, AND MATERIALS, ETC. 25. SITE SHALL BE CLEANED, CLEARED, AND GRADED AS INDICATED ON PLANS. SEED AND MULCH ALL DISTURBED AREAS NOT OTHERWISE PAVED OR PLANTED. 26. PROTECT ALL PERIMETER FENCING AND WALLS DURING DEMOUTION AND CONSTRUCTION.\ 27. CONTRACTOR TO COORDINATE THE REMOVAL OF EXISTING ASPHALT PAVEMENT, FIRE HYDRANT & WATER MAIN AS TO NOT AFFECT COMPLETION OF THIS PROJECT. 28. CONTRACTOR TO COORDINATE USAGE OF EXISTING OFFICE BUILDING WITH VERTICAL CONSTRUCTION CONTRACTOR.' VERTICAL CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE TO DEMOLISH OFFICE BUILDING AND CONSTRUCT PARKgG?s LOT IN ITS PLACE AS SHOWN ON THE PLANS. 91 t TITLE: 5 18 25 ORQ E: 7CD E M O LITI ®N PLAN FLORIDA ERTIFICATr E •' y � .9991• ERTICAL SCALE: INDEX NUMBER: 9 N/A 0-04370-00 , -- 03 . 29S 16E CROSS REFERENCE O.: FILE N PROJECT NU SHEET NUMBER; 17 4370"002 °000 3 OF 24 Aug 15, 2005 - 13:29:38 JOMEARAtX: \ENG \04370 \005 \REV02\04370- 005003.di ''. �W 9 C3 I..nnl � nr��nii TRVA v v v v o• • i 1/ ,- / LEGEND ; . +- - �� -` �' >. 8 ��' 4 ,-� // ,�� s,4" - - - - 5 5 U CCO L --� —-- -(�- „- 7 390 — — — - -- - - -- �— 504 - -- - - - -- - -- - - -9 -- -- — - -- - - -- - - -- - -�9"— - - - - - -- -- - - - -- , + LIVE OAK � : ��• ICM WALL o Q a 8 I g ; BUILD 16 P"CANTER ° LAUREL OAK # BUILDIN #17 g BUILD #18 v I 2- T RY ' Q Q 2- T RY 2- T RY NI v 8 S (+ i Q ° 8 NI S 12 U ITS ° /c FF 33 50 r i FF 3270 ° FF 3240 SOD ' DRAKE ELM I ° I +I v • ;'BUILDING :1 i MAGNOLIA 'D.D. BLANCHARD' SOD . ° ' , '/ ,RETAIL =' I o 0 0 0 0 0 0 0 °•v°. ' � �� ,' � ' � .7,000 ,Sr CRAPE MYRTLE I f I Illl f � O i 4, WINGED ELM I ° - - -- - -- li : EE WELL COMMERCIAL BREEZE AREA (SHADED) WAY v CABBAGE PALM ' BUILDING #15 i +1 — - - - -- ( 398 I ( WASHINGTON PALM I � 2 STORY °° � , � 17, � i �° ,, ;; Q I 8--0NiT ® OE WALK 0 e I I FF 33.40 e � TYP. MEDJOOL DATE PALM m CREEPING FIG + i — � ! � � � 1 � � I f � �" � __ � o INDIAN HAWTHORNE i v , RECYCLING AREA � , ;.'RETAIL LIGUSTRUM LUCIDUM v ' ° 8,000 SF; 0 HIBISCUS I / QD WHITE BIRD OF PARADISE - 1��5,,�'OQO SF Q PHILODENDRON f 0 /` 10TAL F"OR' BLit 0 BIRD OF PARADISE I w 1 II • / / ' w R LILY 0 C INUM L I 509 ee VJ VARIEGATED GINGER � e a � ° ° " o VIBURNUM 'AWABUKI' I ' ° �� w v° ° vv v v �/ v rj�r / w Du — UNKNOWN TREE 0 — OAK TREE ° ____ �' ❑ ► �CO PACT�R f s5 y w F f z A = PALM TREE I +' ! I (i 281 ') — - ' _ © PINE TREE i OO = ORNAMENTAL TREE �fiCfi�fiN fi Q = MAPLE TREE I 2- STORY- _ i = SYCAMORE TREE I 4 UNITS MAIL KIOSK TREE WELL ��- 0 FS = CEDAR TREE I+ i FF =32.45 In � I � o• • e e e °° a s e / ♦• w I I •• I °a • ° �n pa°e° en eee °e j'/ / eeeee � 6 • e e° a n e e / , — e e•e OD 14 v AR° 0 0 SAVED TREE I Q - ---- -- 0 ° - ASH + + I+ SOD SOD f(Typ.) SIDEWALK PROTECTIVE BARRIER FOR REMAINING TREES ' f I o 'Q + I I _ 1I + ALL LAWN AREAS TO BE SODDED i PLAYGROUND TYP. / + + NOTE: REFER TO SHEET 8 ( ) FOR MATERIAL SPECIFICATIONS I i 20'X20' / ® �s•r s i iI l I f � � � • j �__ I I I DAYCARE SF VISIBILITY 482 ° +� ° TRIANGLE, ° `° AUG 2 6 2005 I BUILDING #13 FF =32.30 TYP °° + 481 L STfl�Y -- 520 Arai G" r r� v, _ SOD c, SITE KEY: u I � _�__ __ _ —_ �rs � _S J ' 4 UNITS W. - -.__ oE pr - I ®1 g' - - I FF -31.70 20'x20' I + - - - - -__ -- - - - - -- _VISIBILITY TRIANGLE I _ 1 SOD TYP. 479 O ®12" COMMUNITY SOD ° Q + + CENTER - -_- -- - -- ---- - - - - -- --- - - - - -- - - - -- - - - - -- + 22,000 S F cl MATCH LINE -SEE SHEET 7 + + + + FF 31.70 + MATCH LINE- SEESHEET7 0 15 30 ACTIVITY INITIALS /EMP. N0. DATE wtao,>Maertw =mar aA CLIENT: DATE: 05 TITLE: DESIGNED BY: s CLEARWATER HOUSING AUTHORITY HORIZONTAL SCALE: DRAWN BY: V, 1 ° =30' LANDSCAPE PLAN i t. .,l 33 � Pla "a • E/1g wwa • Ecologists • Surveyors • Landscape Architects - Tran4 Mahon CorlVants VERTICAL SCALE: INDEX NUMBER: CHECKED BY: PROJECT: PARKVIEW VILLAGE / ' WilsonM;uer, Inc. N A 1 REVISED PER CITY COMMENTS 7 -19 -05 CONTRACT ADMIN. BY: - . Naples•Forf Myers° Sarasota - Bradenton• Tampa •Ta9ahassee CONSTRUCTION PLANS SEC: PNP: RGE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: � AREV NO. REVISION DATE DRAWN BY J EMP. NO. CHECKED BY / EMP. NO WM APPROVED BY: t101Chame tsideDrive,Stdo40ON- Twp4F%rl Claim- mro80- 21$- M- Far W-22"009- Web-Sf7t,wwwW�3°1 Jercom 17 29S 16E 4370 - 003 -000 S OF ..r v", 11 — I. —w I oci rvay.uwy 4 1' r�r�f 36.59 3°.20 35.76 35.27 34.7b 36.24 35.85 3543 34.94 34. 36481 36.41 • 35.56 34.9 36.7 • ,3_ _ 35.8 • 35.03 - 35.3 - - 3&9 , , 49 33.3 1 34.0 _••w�yl' 36.1 34 pp ..l .32.8 49 5 t 3aD 504 S21 495 �- ve k cuter �05 38.2 M33206 .3zo F.F .50 35.8 32.6 32 6p 35.2 32.4 LEGEND 28.7 ad 314 3185 32.99 (D 37.66 J },60 413 .8 33.39 3 .96 .B - 3 .4 32.66 3260 33.02 33.63 ��y9� 3260 3279 38 2H� �- t ' �• 0 1 3 31.96 388 31.66 18 80 d- -- 1492 g• 390 �7• �g' 384 \ 31. 1 " 1 1 10 / / 381 \ 490 / .70 \\3 F.F 3 .40 i 1 92 I ` - -1 1" 4° '3 o. 0 396 DREW - STREET 29w 29.59 32.84 3234 31.85 31.30 30.79 30.19 30.30 30.08 2g y 52.19 52.00 31.49 30.97 30.15 30.17 29.97 29.77 29�i0 33.02 31" a 3200 30.ee (DIO 30.52 00 3029 .4 29481 31.01 70.99 30.8 324. .71.7 , }1.{ 30.7 30.51 3 ,70.3 •29.7 ®1 3 3 375 3V4�6 3622. 367 _ 12• / 348 10" a oak cluster (' / i - 347 - / 3 / I 1� / 1 1.701 0 / 3 35 \�.F. 31.70 // 34� 72 2 1 0" 357 1 132 301 hp Extent of Tree Canopy (saved trees- ft. DBH of Tree in inches Tree Reference Number Extent of Tree Canopy (removed trees- ft. DBH of Tree in inches Number Tree Reference u Protective Barrier for remaining trees 1 REVISED PER CITY COMMENTS /,REV NO. REVISION Llv k clu e / 13" 356 woak clus r / / /36 ' 3 t 35 \ /360 2 IL 11 0 16 Icr � 81 \ 1 C 5 } / i � 1, 10" 412 ° L j 0 g6 Q F. F. =31.70 F.F. =31.70 11 J 453 29.37 y 3 (16. Ifi I'KZ 1 29.12 2$.i3 26.66 28.50 ,29.3 ra E 4 1 459 / - _ \ 1 1" 1 Y� / / 1 W 10"® / / 29.7 65` 484 / / 1. 62 l t 7" > 45 / 45 \ ry Q� v I t� / 28.16 3080 n �2 27.56 €�J F.F. = 32.30 520 4 g9 9 � MATCH LINE - SEESHEET3 Ill \ P r / ` 4 41, 2g 0 0 l 42 1 v 29, � 448 Mar �t 1 7 /� F =3. 70 482 458 �B.e 481 � 1 29.3 / 29.3 29.1 2 .1 2 1 29.4 2 &7 1 1 480 a.s \ 3 ` 2240 � 2f.S 29.3 225 IJ { 23.0 228 1 r. 2 19.7 229 210 22.5 1 i 6 78 479 20.s 22s�a z25 z6.3 s 9 z .2 ®17' 23.2 s zo L 229 44 - 443 / F.F. =31.70 z27 5 5 2N 33 13" zz3 3.6 \ 1 23.2 ` 32 21.7 20.7 23.6 .24.1 23.1 23.1 zz1 ��2 &r 10 .24.1 24.3 ` 42 .217 / Z 226 (3 29.1 222 , .x .24.4 24.9 21.0 23.1 / I 32 z9 zz9 23 3 MATCH LINE - SEESHEET3 28.65 28.61 28.26 2 &74 ,29.3 IN I 29.30 27.94 27.79 28.2.2 27.54 27 89 27.56 27.55 27.25 27.29 78 48 27.77 2 . 27.80 •29.3 `29.1 129.0 2g �p 14F F/I 31. •11 I/ 3 29.80 _ Y 1 3 / 434 \ I 24" 1 F. .= 1. r 4 / 312 \ 24" UZI • r1 • 4 t>� MATCH L I N E- SEE SHEET 3 28.42 tl.w 27.95 28.10 27.47 27.4 7 28.01 27.51 27.fi9 27.45 21.80 .98 27.37 27,55 27,57 2 .9 0 7.99 28.02 27.87 •40 1 a 27.69 118550 28 8 SRN 5 Zg 27.72 p7.91 27.94 27.65 27.74 F. =31.70 U) 2g 50 2g a5 29.15 / 1315 X �3 0 27.99 28.01 27.81 27.87 28.09 28.10 27.94 27.94 28.29 28.09 28.213 28.11 2 &42 28.42 26.27 28.28 W z ® W 28.67 29.46 W 28.84 28.64 ca 28.99 28.95 28.84 2 &78 28.92 29.11 28.99 28.96 I 29.18 29.12 28.91 28.97 -0- 28.84 280 29.03 29.35 0 0 0 0 0 0 0 0 0 080-0- °0 °0 °O °o 0 0 0 0 0 0 0 0 0 0 000 °00000 :; 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 0 0 00000000 000000000 0 0 0 0 0 0 0 0 0 0 0 0 = 0 0 0 0 0 0 0 0 00000 o a o °o °o °o °o °o °o °o °o °o °o °o 000000000 ri,:�; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +�: �; o °00000000 o cn 3' -O' MIN. ° 000000000000000 000 °0 °p° O O o 0 O w O 0 0 0 0 0 0 0 0 O O O O "' „•••- 000000000000000000 00000000 STRUCTURAL SOIL t �- - ty A KFI a•- =•...r POROUS B C LL• ... P NON-ALKALINE, 6" DEEP A.� 0 1 8 9 ;; AUG Z 6 ......,,,,,, 2005 a PERF. CAP GRATE &..•A „?• NOTE: -- Refer to landscape detail sheet for tree mitigation table and protective barrier requirements. DIAMETER OF TREE WELL SHALL BE DETERMINED BY CALIPER OF 1, TREE. COORDINATE WELL CONSTRUCTION WITH LANDSCAPE Refer to Appendix E of the submittal package (notebook) for the arborists tree evaluation. TREE WELL AERATION SYSTEM ARCHITECT PRIOR TO BUILDING. 4" DIA. PERF. ADS DRAIN PIPE W /Z� FILTER FABRIC SOCK WITH VERTICAL, NON- PERFORATED RISER WITH 0 2 50 j�o PERFORATED CAP /GRATE ■ ■ wt rMW, ha - fL WLc DATE: TITLE: ACTIVITY INITIALS /EMP. NO. DATE w�lOrli�6rr,c- tamkat•aa °D6tpnws CLIENT: DESIGNED BY: CLEARWATER HOUSING AUTHORITY HORIZONTAAL /SSC5 ALE: «A* U 2 5 10 '(/) DRAWN BY: , 1 " =50' TREE SURVEY/ MITIGATION PLAN , CHECKED BY: 1�wws • Engheer3 • Ecftist3 • Surveyors • Land�ape Archffect3 • Transpaiatbn Catwflanf3 PAR KVI EW VILLAGE VERTICAL SCALE: INDEX NUM ER: PROJECT: N/A D- 04370 -005 O2' "' WilsonMiller, Inc. 41- -.1 f ; -19 -05 CONTRACT ADMIN. BY: Naples• Fort14ers• Sarasota• Bradenton• Tampa•Taffahassee CONSTRUCTION PLANS SEC: TWP: RGE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: DATE DRAWN BY /EMP. N0. CHECKED BV /EMP. N0 WM APPROVED BY: IXJt Chatnelaide Drive Stdte 400N •Tampa Florida 33602 • Pha>g 8k3- 223 -91500 •Far• 8A3- 223 -0009 •Web -Sits wxlyw,iaorrr�ercom 17 295 16E 4370- 003 - 000 2 of � 4 May 07, 2005 - 1250:21 SMACCAULEVI %: \LAN\04370 \SHEET\BID SET 5- 10- OS \L5102 -04770 -TREE MITICATION.dwg F.= 33.40_ 33.8 31.3 L " 1 32.4 30.7 Q�509 4,. 5„ 510 31.6 29.7 F.F.- / 1 /'� 5 t / 1 1 / 8S 1 / 29.8 \ 1 30.9 / / 5 22 1\ 1 31.0 5 29.5 i 30.8 o F.F. =31.7 29.1 LEGEND 28.7 ad 314 3185 32.99 (D 37.66 J },60 413 .8 33.39 3 .96 .B - 3 .4 32.66 3260 33.02 33.63 ��y9� 3260 3279 38 2H� �- t ' �• 0 1 3 31.96 388 31.66 18 80 d- -- 1492 g• 390 �7• �g' 384 \ 31. 1 " 1 1 10 / / 381 \ 490 / .70 \\3 F.F 3 .40 i 1 92 I ` - -1 1" 4° '3 o. 0 396 DREW - STREET 29w 29.59 32.84 3234 31.85 31.30 30.79 30.19 30.30 30.08 2g y 52.19 52.00 31.49 30.97 30.15 30.17 29.97 29.77 29�i0 33.02 31" a 3200 30.ee (DIO 30.52 00 3029 .4 29481 31.01 70.99 30.8 324. .71.7 , }1.{ 30.7 30.51 3 ,70.3 •29.7 ®1 3 3 375 3V4�6 3622. 367 _ 12• / 348 10" a oak cluster (' / i - 347 - / 3 / I 1� / 1 1.701 0 / 3 35 \�.F. 31.70 // 34� 72 2 1 0" 357 1 132 301 hp Extent of Tree Canopy (saved trees- ft. DBH of Tree in inches Tree Reference Number Extent of Tree Canopy (removed trees- ft. DBH of Tree in inches Number Tree Reference u Protective Barrier for remaining trees 1 REVISED PER CITY COMMENTS /,REV NO. REVISION Llv k clu e / 13" 356 woak clus r / / /36 ' 3 t 35 \ /360 2 IL 11 0 16 Icr � 81 \ 1 C 5 } / i � 1, 10" 412 ° L j 0 g6 Q F. F. =31.70 F.F. =31.70 11 J 453 29.37 y 3 (16. Ifi I'KZ 1 29.12 2$.i3 26.66 28.50 ,29.3 ra E 4 1 459 / - _ \ 1 1" 1 Y� / / 1 W 10"® / / 29.7 65` 484 / / 1. 62 l t 7" > 45 / 45 \ ry Q� v I t� / 28.16 3080 n �2 27.56 €�J F.F. = 32.30 520 4 g9 9 � MATCH LINE - SEESHEET3 Ill \ P r / ` 4 41, 2g 0 0 l 42 1 v 29, � 448 Mar �t 1 7 /� F =3. 70 482 458 �B.e 481 � 1 29.3 / 29.3 29.1 2 .1 2 1 29.4 2 &7 1 1 480 a.s \ 3 ` 2240 � 2f.S 29.3 225 IJ { 23.0 228 1 r. 2 19.7 229 210 22.5 1 i 6 78 479 20.s 22s�a z25 z6.3 s 9 z .2 ®17' 23.2 s zo L 229 44 - 443 / F.F. =31.70 z27 5 5 2N 33 13" zz3 3.6 \ 1 23.2 ` 32 21.7 20.7 23.6 .24.1 23.1 23.1 zz1 ��2 &r 10 .24.1 24.3 ` 42 .217 / Z 226 (3 29.1 222 , .x .24.4 24.9 21.0 23.1 / I 32 z9 zz9 23 3 MATCH LINE - SEESHEET3 28.65 28.61 28.26 2 &74 ,29.3 IN I 29.30 27.94 27.79 28.2.2 27.54 27 89 27.56 27.55 27.25 27.29 78 48 27.77 2 . 27.80 •29.3 `29.1 129.0 2g �p 14F F/I 31. •11 I/ 3 29.80 _ Y 1 3 / 434 \ I 24" 1 F. .= 1. r 4 / 312 \ 24" UZI • r1 • 4 t>� MATCH L I N E- SEE SHEET 3 28.42 tl.w 27.95 28.10 27.47 27.4 7 28.01 27.51 27.fi9 27.45 21.80 .98 27.37 27,55 27,57 2 .9 0 7.99 28.02 27.87 •40 1 a 27.69 118550 28 8 SRN 5 Zg 27.72 p7.91 27.94 27.65 27.74 F. =31.70 U) 2g 50 2g a5 29.15 / 1315 X �3 0 27.99 28.01 27.81 27.87 28.09 28.10 27.94 27.94 28.29 28.09 28.213 28.11 2 &42 28.42 26.27 28.28 W z ® W 28.67 29.46 W 28.84 28.64 ca 28.99 28.95 28.84 2 &78 28.92 29.11 28.99 28.96 I 29.18 29.12 28.91 28.97 -0- 28.84 280 29.03 29.35 0 0 0 0 0 0 0 0 0 080-0- °0 °0 °O °o 0 0 0 0 0 0 0 0 0 0 000 °00000 :; 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 0 0 00000000 000000000 0 0 0 0 0 0 0 0 0 0 0 0 = 0 0 0 0 0 0 0 0 00000 o a o °o °o °o °o °o °o °o °o °o °o °o 000000000 ri,:�; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +�: �; o °00000000 o cn 3' -O' MIN. ° 000000000000000 000 °0 °p° O O o 0 O w O 0 0 0 0 0 0 0 0 O O O O "' „•••- 000000000000000000 00000000 STRUCTURAL SOIL t �- - ty A KFI a•- =•...r POROUS B C LL• ... P NON-ALKALINE, 6" DEEP A.� 0 1 8 9 ;; AUG Z 6 ......,,,,,, 2005 a PERF. CAP GRATE &..•A „?• NOTE: -- Refer to landscape detail sheet for tree mitigation table and protective barrier requirements. DIAMETER OF TREE WELL SHALL BE DETERMINED BY CALIPER OF 1, TREE. COORDINATE WELL CONSTRUCTION WITH LANDSCAPE Refer to Appendix E of the submittal package (notebook) for the arborists tree evaluation. TREE WELL AERATION SYSTEM ARCHITECT PRIOR TO BUILDING. 4" DIA. PERF. ADS DRAIN PIPE W /Z� FILTER FABRIC SOCK WITH VERTICAL, NON- PERFORATED RISER WITH 0 2 50 j�o PERFORATED CAP /GRATE ■ ■ wt rMW, ha - fL WLc DATE: TITLE: ACTIVITY INITIALS /EMP. NO. DATE w�lOrli�6rr,c- tamkat•aa °D6tpnws CLIENT: DESIGNED BY: CLEARWATER HOUSING AUTHORITY HORIZONTAAL /SSC5 ALE: «A* U 2 5 10 '(/) DRAWN BY: , 1 " =50' TREE SURVEY/ MITIGATION PLAN , CHECKED BY: 1�wws • Engheer3 • Ecftist3 • Surveyors • Land�ape Archffect3 • Transpaiatbn Catwflanf3 PAR KVI EW VILLAGE VERTICAL SCALE: INDEX NUM ER: PROJECT: N/A D- 04370 -005 O2' "' WilsonMiller, Inc. 41- -.1 f ; -19 -05 CONTRACT ADMIN. BY: Naples• Fort14ers• Sarasota• Bradenton• Tampa•Taffahassee CONSTRUCTION PLANS SEC: TWP: RGE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: DATE DRAWN BY /EMP. N0. CHECKED BV /EMP. N0 WM APPROVED BY: IXJt Chatnelaide Drive Stdte 400N •Tampa Florida 33602 • Pha>g 8k3- 223 -91500 •Far• 8A3- 223 -0009 •Web -Sits wxlyw,iaorrr�ercom 17 295 16E 4370- 003 - 000 2 of � 4 May 07, 2005 - 1250:21 SMACCAULEVI %: \LAN\04370 \SHEET\BID SET 5- 10- OS \L5102 -04770 -TREE MITICATION.dwg LEGEND Extent of Tree Canopy DBH of Tree in inches Tree Reference Number Extent of Tree Canopy / DBH of Tree in inches I ' � � Tree Reference Number i a2- removed trees- ft. Protective Barrier for remaining trees MATCH LINE - SEESHEET2 NOTE: Refer to landscape detail sheet for tree mitigation table and protective barrier requirements. Refer to Appendix E of the submittal package (notebook) for the arborists tree evaluation. 1 REVISED PER CITY COMMENTS 7 -19 705 I _ DATE DRAWN BY /EMP. N0. OREV N0. REVISION ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: CONTRACT ADMIN. BY: BY / EMP. NO I WM APPROVED BY: MATCH LINE - SEESHEET2 N0. DATE M9aoM>A4Br" r h�a - C9rt1W d a&n MS CLIENT: Miller CLEARWATER HOUSING AUTHORITY V, Planners • &4wers • Ecologists • Su Teyorsi • Landscape Architects - Transportation Cm"anta PROJECT: PAR KV I EW VILLAGE Wiawft- -ad me CONSTRUCTION PLANS Naples , Fort Were • Sarasotfa• &adenton •Tampa •TaQahasaee M Cha Mende Me, Smite 400N • Tampa, Honda 33602 • Phox>e: W- 223 -3500 • Far• 80-223-0009 • Web -8#8: IN" I isow" com 28.79 28.70 2882 28.66 29.20 28.73 28.58 28.77 28.53 0 28.72 2872 28.53 28.5] 2877 29.13 28.61 8.84 28.fi4 29.27 o- 29.04 29.48 29.23 29.01 28.98 29.01 29. 29.331 1 29.54 29.14 29.03 29.57 29.42 29.32 29.47 29.21 29.05 29.09 29.25 29.28 1:3 28.69 ?BBB I � 29.08 28.68 2 .91 28.65 2e.54 29.71 .28.8 X8.7 29.01 2 52 28.77 I 2879 28.19 28.31 � 28.9 2B.Bf 29.5 2821 28.14 0 25 0 , i4f. Al A aTE: TITLE: r I i`j 4 5/18/05 ,� r 5 Q % ORIZONTAL SCALE: a • lort No. 113S 1 „ -50' TREE SURVEY/ MITIGATION PLAN INDEX NUMBER: ERTICAL SCALE: N/A D- 04370- 005�Q.. 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BY: Nap /ea• Fort Myers - Sarasota - Bradenton •T8np8•Ta hasse9 CONSTRUCTION PLANS SEC: TWP: RGE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: OREV NO. REVISION DATE DRAWN BY /EMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY: wi chatyewd9 Drrva, swe 400N - rwp4 raida 3332 • Ph wW -223 -M • Far. 8R -223, 9 • Web -Sde: ww whonmikrcm � 7 29$ 16E 4370 - 003 -000 6 OF '��i 9i lu �� Ilillll . ; / /�j , a_ o: o oo: oao: 0: 00000:0000go:oo :00000000000��00 : :0000000000000:00:000000000000 I I� 1 .. -__... 0 :oo— l- I- :000:0000:o :o:oo:0000�- �o:aoo :o:000000:0000000:o: s: :.�i / // 1 1'��.�'� � ► ►goo ,��. �� ,0 1 1 ■ i i I /I/ / // . .��` o�.J70.4�•�i�'�n � �i►�►•�:••�'D� 'yes•••�i'I►;•�•:.•�s-• • •�y � O P .0i00i0_ oo;�o " * =�':�'F��: �ai�►:►"�i��i ® ® � ': � ` = =� � � ! ! � �'•� a f •i1:19�.�P. 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Transportation Consultants PROJECT: PAR KVI EW VILLAGE VERTICAL SCALE: INDEX NUMBER: WilsonMiller, Inc. N/A D- 04370 - 005 -d 1 REVISED PER CITY COMMENTS 7 -19 -05 CONTRACT ADMIN. BY: Nap /ea• Fort Myers - Sarasota - Bradenton •T8np8•Ta hasse9 CONSTRUCTION PLANS SEC: TWP: RGE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: OREV NO. REVISION DATE DRAWN BY /EMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY: wi chatyewd9 Drrva, swe 400N - rwp4 raida 3332 • Ph wW -223 -M • Far. 8R -223, 9 • Web -Sde: ww whonmikrcm � 7 29$ 16E 4370 - 003 -000 6 OF '��i 9i lu �� LEGEND + LIVE OAK 0 o LAUREL OAK 0 DRAKE ELM MAGNOLIA 'D.D. 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DATE w�ubrin-Cm" dales #4 CLIENT: DESIGNED BY: wilsoolmillor CLEARWATER HOUSING AUTHORITY DRAWN BY: Vr CHECKED BY: Pfamera • f ngheers • Ecohgi8ie - Surveyors - Landscape Archifecfs - rranspaiakn ConVanfs PROJECT: PA R KV I EW VILLAGE 7 -19 -05 WilsO CONTRACT ADMIN. BY: rlMifer, Inc. Alapks • Fort Myers - Sarasofa - 6radenfon - Tampa - raeahamee CONSTRUCTION PLANS GATE DRAWN BY / IMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY: 11101 CA8Mef3 06A Stele 40ON - Tampa, F"Ida 33602 - Anon 813-223-9500 - Fax W- 223•-04019 - Web -Site, www.dmrJercom j"Lill /18/05 TITLE: ONTAL SCALE: V=30' AUG 2 6 2005 I 0EVE1_0rlPAP rat -S,r? j ICES DEPT LANDSCAPE PLAN 00 w W 2 U) w U) w G� 2 U 1- Q IIIIIIIII 0 15 0 �6��;;1 G�2 205,�J'� 0 U'C: LR Ilk,iL ZIUHLL: INDEX NUMBER: •• /V ` � N/A D- 04370 - 005 --02. SEC: TWP: RCE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: 17 29S 16E 4370 - 003 -000 7 OF 14. 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Alapks • Fort Myers - Sarasofa - 6radenfon - Tampa - raeahamee CONSTRUCTION PLANS GATE DRAWN BY / IMP. NO. CHECKED BY / EMP. NO. WM APPROVED BY: 11101 CA8Mef3 06A Stele 40ON - Tampa, F"Ida 33602 - Anon 813-223-9500 - Fax W- 223•-04019 - Web -Site, www.dmrJercom j"Lill /18/05 TITLE: ONTAL SCALE: V=30' AUG 2 6 2005 I 0EVE1_0rlPAP rat -S,r? j ICES DEPT LANDSCAPE PLAN 00 w W 2 U) w U) w G� 2 U 1- Q IIIIIIIII 0 15 0 �6��;;1 G�2 205,�J'� 0 U'C: LR Ilk,iL ZIUHLL: INDEX NUMBER: •• /V ` � N/A D- 04370 - 005 --02. SEC: TWP: RCE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: SHEET NUMBER: 17 29S 16E 4370 - 003 -000 7 OF 14. 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"aj*s Myers -SaraBota•arade„ton• Two •raMame CONSTRUCTION PLANS not Cttamek de Ome, Wo 40M - ramps, Florida 33602 - t'horw 813- 223 -9500 • Fax 80- 223.0" • Web -Brie: www.wdsorr "com 18/05 I TITLE: V =30' 'ERTICAL SCALE: N/A SEC: TWP: RGE: 17 29S 16E �J � oil AUG 2 6 2M LANDSCAPE PLAN N 0 15 30 a, el OS INDEX NUMBER: C� 'r D- 04370 4 05E Q2 i SHEET NUMBER: 7 ; Z 4370 - 003 -000 10 of ,, ; u 'a _ 1 May 07, 2005 — 12:50:21 SMACCAULEYIX: \LAN \04770 \SHEEi\Cltt SUBMISSION 5- 20- 05 \LS102- 04370 — LANDSCAPE CREEPING FIG o INDIAN HAWTHORNE LIGUSTRUM LUCIDUM O HIBISCUS ® WHITE BIRD OF PARADISE Q PHILODENDRON a') BIRD OF PARADISE W 0 CRINUM LILY W 2 VARIEGATED GINGER U) O VIBURNUM 'AWABUKI' w OU = UNKNOWN TREE 07 01 = OAK TREE w A = PALM TREE ? © = PINE TREE -j OO = ORNAMENTAL TREE _ = MAPLE TREE U S] = SYCAMORE TREE 0 = CEDAR TREE SAVED TREE PROTECTIVE BARRIER FOR REMAINING TREES ALL LAWN AREAS TO BE SODDED NOTE: REFER TO SHEET 8 FOR MATERIAL SPECIFICATIONS SITE KEY: a , 1 1 REVISED PER CITY COMMENTS REV NO. I REVISION I MATCH LINE- SEESHEET8 ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: 7 -19 -05 CONTRACT ADMIN. BY: DATE DRAWN BY / EMP. N0. CHECKED BY / EMP. N0. WM APPROVED BY: INITIALS /EMP. N0. DATE 1�ori� ;ierM6v'�i,c= r�",eJUt@o(Aud onm CLIENT: wilsotimiller CLEARWATER HOUSING AUTHORITY Ir Flamers • Engineers • Ecologists • Sxv yyors • landscape Architects • rransWaGon Consultants PROJECT: PA R KV I EW VILLAGE WilsonMiffer, Inc. "aj*s Myers -SaraBota•arade„ton• Two •raMame CONSTRUCTION PLANS not Cttamek de Ome, Wo 40M - ramps, Florida 33602 - t'horw 813- 223 -9500 • Fax 80- 223.0" • Web -Brie: www.wdsorr "com 18/05 I TITLE: V =30' 'ERTICAL SCALE: N/A SEC: TWP: RGE: 17 29S 16E �J � oil AUG 2 6 2M LANDSCAPE PLAN N 0 15 30 a, el OS INDEX NUMBER: C� 'r D- 04370 4 05E Q2 i SHEET NUMBER: 7 ; Z 4370 - 003 -000 10 of ,, ; u 'a _ 1 May 07, 2005 — 12:50:21 SMACCAULEYIX: \LAN \04770 \SHEEi\Cltt SUBMISSION 5- 20- 05 \LS102- 04370 — LANDSCAPE 1 -P� Y REINFORCED RUBBER HOSE, 1/2 DIAMETER 5116- ONG OPENIINGUCKLE - WHITE MARKER 12 IIMUM ® 120 APART 2" MULCH FINISH GRADE - 2 "x4 "x30" STAKE WATERED -IN CLI BACK FILL UNDISTURBED[ - STABILIZED SOIL SINGLE TRUNK TREE 10' -20' O.A. HT. N. T. S. TIE FRONDS IN UPRIGHT POSITION WITH 810- DEGRADABLE TWINE (SABAL PALMS ONLY 8 FRONDS MINIMUM) CUT OFF UNOPENED FRONDS ON EACH SIDE OF BUD CUT OFF 1/2 GREEN BOTTOM FRONDS 5- 2'XeX1d* BATTENS BANDING IN TWO PLACE. TOE NAIL 2 -4 TO BAI AND NOT INTO TRUNK MINIMUM 3 -2 x4 BRAC 120'APART SET BASE STEM 1' HIGHER THAN FINIS Y MULCH AS FINI: 7 MULCH AS SPECIFIED 3' SAUCER ABOVE FINISH GRADE - (REMOVE PRIOR TO FINAL ACCEPTANCE) FINISH GRADE 2'x4 x30' STAKE WATERED -IN CLEAN BACK FILL UNDISTURBED SOIL 1 -PLY REINFORI HOSE, 1/2' DIA 2"xex8' STAKE Y MULCH AS S 3' SAUCER ABC GRADE (REMOVE FINAL ACCEPTAN FINISH GRADE WATERED -IN CU UNDISTURBED S 4' Min. 4' Min �S MIN. BALL DIA. FOR CABBAGE PALMS PALM DETAIL N.T.S. MULTI -TRUNK TREE STAKING N.T.S. GROUNDCOVER 2' MULCH DEPTH INSTALL PLANTS 1 THAN SOIL ELEVAT PLANTING SOIL MIXTURE (AS SPECIFIED) FINISHED GRADE NOTE: STABILIZE PLANTIN REFER TO TECHNICAL MIXTURE UNDER SPECIFICATIONS FOR ROOTBALL PLANTING SOIL REQUIREMENTS GROUND COVER PLANTING DETAIL N.T.S. WATERED - BACK Flu UNDISTUP PROPOSED UTILITY TRENCH OR EDGE OF PAVEMENT 24 ROOT PRUNE ADJACENT TO DISTURBED AREA. NO MACHINE TRENCHING. DIG BY HAND, HAND -CUT ROOTS CLEAN. BACKFILL WITH EXISTING SOIL- NOTE' IF TRENCHING OCCURS CLOSER THAN 10' TO EXISTING TREE, CONTACT LA FOR DIRECTION ROOT PRUNING DETAIL N.T.S. SHRUB PLANTING DETAIL N.T.S. EDGE OF SOD PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS FOR EXISTING TREES TO REMAIN TREE REMOVALZ PROTECTION NOTES - No person may remove or cause to be removed any protected tree or any palm with a ten -foot clear and straight trunk without first having procured a permit as provided in Article 4, Division 12. 1. Before commencing work, trees that are to be saved shall be protected from damage by placement of chain link fencing for visibility. No work shall begin until this requirement is fulfilled. 2. Use precautionary measures when performing work around trees. 3. Adjust depth of earthwork and topsoil when working immediately adjacent to aforementioned features in order to prevent disturbing tree roots. 4. Where escavating, filling, or grading is required within the drip line of trees that are to remain, work shall be performed as follows: 1. Trenching: When trenching occurs around trees to remain, tree roots shall not be cut. A trench shall be tunneled under or around roots by careful had digging without injury to roots. No conduit or underground utilities will be placed within 10 feet of protected trees and 20 -feet of grand trees. 2. Raising Grades: a. Where fill not exceeding 16- inches is required, clean, washed gravel graded from 1 -inch to 2 -inch in size shall be placed directly around tree trunk. Extend gravel out from trunk on all sides minimum of 18 inches and finish approximately 2- inches above finished grade at tree. Install gravel before any earth fill is placed. New earth fill shall not be left in contact with trunks of trees requiring fill. b. Where fill exceeding 16- inches is required, construct dry laid tree well around trunk of tree. Tree well shall extend out from trunk on all sides minimum of 3 -feet and to 3- inches above finish grade. Place coarse grade rock directly around tree well extending out to drip line of tree. Place clean, washed gravel graded from 1 -inch to 2 -inch in size directly over coarse rock to a depth of 3- inches. Place approved back fill material directly over washed gravel to desired finish grade. 3. Lowering Grades: Existing trees in areas where new finish grade is to be lowered shall have regrading work done by hand to elevation indicated on Construction Drawings. Roots as required shall be cut cleanly 3- inches below finished grade. 4. Trees marked for preservation that are more than 6- inches above proposed grades shall stand on broad rounded mounds and be graded smoothly into lower level. Trees located more than 16- inches above proposed grades shall have dry laid stone wall or other retaining structure constructed minimum of 5 -feet from trunk. Exposed or broken roots shall be cut clean and covered with topsoil. 1 REVISED PER CITY COMMENTS 7 -19 -05 QREV N0. REVISION DATE ACTIVITY IN DESIGNED BY: DRAWN BY: CHECKED BY: CONTRACT ADMIN. BY: DRAWN BY / EMP. N0. CHECKED BY / EMP. NO WM APPROVED BY: GENERAL LANDSCAPE NOTES 1. All landscape construction shall conform to the minimum landscape requirements of the City of Clearwater Landscape Code. 2. Contractor to comply with all state and local code requirements. 3. Prior to construction of any improvements, contractor shall obtain a landscape permit from City of Clearwater. Permits are the responsibility of the contractor and are to be included as part of the base bid. 4. Contractor is responsible for determining all utility locations and installing facilities to not conflict. All 5. damage to existing utilities or improvements caused by contractor shall be repaired at no additional cost to the Iowner. 6. All plant materials to be Florida No.1 or better as per Florida Dept. of Agriculture Grades & Standards, Parts I & II. 7. Contractor shall be responsible for providing final grading of all associated planting areas. 8. After final grade, area to be raked to 6" depth and all rock and foreign inorganic materials removed and disposed of legally off -site. 9. The successful bidder shall furnish to the owner a unit price breakdown for all materials. The owner may, at: it's discretion, add or delete from the materials utilizing the unit price breakdown submitted. 10. A minimum of 50 percent of the required trees shall be native species, or Hybrids or Cultivars of native species.. 11. All new plant material guaranteed for 180 days, from time of final acceptance of project, any plant materiall not in a healthy growing condition will be replaced by the contractor, at no additional cost to the owner within 10 days of notification, extend warranty period an additional 45 days beyond the original warranty period, for all replacement plant material. Warranty is null and void for plant material which is damaged or dies as a result of "Acts of God" limited to hail, freeze, lightning, automobile damage, and winds exceeding 75 mph as defined by the National Weather Service. All trees that lean or are blown over, caused by winds less than 75 mph, will be re -set and braced by the contractor at no additional cost to the owner. 12. All trees, shrubs and ground covers shall be of the sizes as called for in the Landscape Material Schedule. Where there is a discrepancy either in quantities, plant names, sizes or specifications between the plain and Landscape Material Schedule, the plan takes precedence. 13. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise damaged. 14. Plant material will not be accepted when the ball of earth surrounding it's roots has been cracked, broken or otherwise damaged. 15. New plant material to be installed will be field adjusted to accommodate existing plant material such as overheard canopy trees, under story trees and shrubs or ground cover. This will insure existing plant materia'I to remain in its natural state. Therefore, no existing plant material will be altered by removing, cutting, trimming or destroying in order to install new plant material. 16. All parking islands and planters shall be excavated to depth of 18" and backfilled with approved friable top SOH. 17. All planting holes to be hand dug except where machine dug holes will not adversely effect or damage utilities or improvements (see notes 4 -5). 18. Planting soil to be a weed free mixture of 50% sand, 409 humic topsoil, and 10% Canadian peat. All plant material to receive planting soil as per details. 19. Use a minimum of two 21 gram agriform 20 -10 -5 planting fertilizer tablets per 3 gallon container. 20. Foltow manufacturers instructions for quantity per plant size for all other vegetation. All plant material to receive tablets. 21. Contractor shall stake & guy all trees and palms as per the appropriate detail. Contractor is responsible for the maintenance and /or repair of all staking and guying during warranty period. 22. Root - prune all non - container grown trees a minimum of (8) weeks prior to planting. See detail. 23. Note siiae of planting pits on planting details. 24. All trimming undertaken on a tree protected by the provisions of the Land Development Code shall be pruned in accordance with the National Arborist Association (NAA) Pruning Standards. 25. Existing tree locations and sizes are estimates and are based on an preliminary site verification. 26. Contractor to coordinate tree removal with City of Clearwater prior to construction. 27. Protect.i%e barricades shall remain in place until land alteration and construction activities are completed. 28. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any kind wiithin the drip line of a tree to remain on the site unless otherwise approved by the City. 29. All waste, objectionable material, and excess fill shall be removed and disposed of on a daily basis off-site in a legal manner. 30. Any areas subject to erosion must be adequately stabilized with vegetation material that will, within a reasonable time frame, deter soil disturbance. 31. Sodding, plugging sprigging or seeding is acceptable for stabilization; however, sodding may be required in areaas of erosion -prone soils or where slopes are greater than 5:1. Vegetation other than grass is acceptable unless otherwise specified. 32. All landscape shrub and tree areas shall receive 100% irrigation by means of automatic low- volume underglround sprinkler system. PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS FOR EXISTING TREES TO REMAIN - PROTECTIVE BARRIERS shall be placed around all protected trees prior to land preparation or construction activities oiccording to the following: a. At or greater thain the full dripine of all species of mangroves and sabal palm trees; b. At or greater the: full dripline of all protected native pine trees and other conifer tree species; c. At or greater thain two - thirds of the dripline of all other protected tree species; d. At or greater than the full dripline of trees within a specimen tree stand. - PROTECTIVE BARRIERS alre to be constructed using 4' high galvanized chain link fencing. 2" posts, min. 8' o.c.. - When a PRPTECTIVE BARRIER is required, it shall remain in place until all construction activity is terminated. Then area within the barrier limits shall remain undisturbed by any activity during construction►. Native ground cover and understory vegetation existing within the barriers shall remain throughout construction. Exotic plant species may be removed providing written consent i;s obtained from the community development coordinator. Plant species removed with the consent of the coordinator may be removed only by manual labor utilizing hand tools or by other approved methods. - Prior to the erection off any required protective barrier, all surface foreign material, trash or debris shall be removed from the area to be enclosed by the barrier, and after erection of the barrier no such material or litter shall be permitted to remain within the protected area. No equipment, chermicals, soil deposits or construction materials shall be placed within such protective barrriers• LANDSCAPE TABULATION: TREES RETAINED CANOPY TREES - 59 trees (936 inches) PALMS - 60 palms (60 inches) TOTAL CREDIT 996 ICI. TREES REMOVED CANOPY TREES- 151 trees (2184 inches) PALMS- 201 palms (201 inches) TOTAL DEBIT 2385 ICI. TREES REQUIRED 2385 996 TOTAL DEBIT (IN.) TOTAL CREDIT (IN.) IN. REQUIRED 1389 in. 1389 338 TOTAL DEBIT (IN.) 10% CREDIT PRESERVATION MEASURES TOTAL IN. REQUIRED 1051 TREES PROVIDED TYPE TOTAL INCHES PROVIDED TOTAL INCHES PROVIDED Drake Elm 48 3 144 Winged Elm 19 3 57 'D.D. Blanchard' 16 3 48 -Magnolia Medjool Date Palm 6 2.5 15 Laurel Oak 88 3 264 Live Oak 304 3 912 Cabbage Palm 229 1 229 Washington Palm 58 1 58 TOTAL PWO IV DED NET INCHES 676 In. PARKING AND INTERIOR LANDSCAPE AREA VEHICULAR USE AREA (COMMERCIAL /MULTI- FAMILY): 277,491 SF REQUIRED INTERIOR LANDSCAPE AREA (107.): 27,749 SF PROVIDED INTERIOR LANDSCAPE AREA: (11.50: 32,172 SF PARKING CALCULATION: COMMERCIAL SPACES (27,932SF ® 5/1000 SF): 140 RESIDENTIAL SPACES (204 UNITS ® 2 /UNIT): 408 TOTAL REQUIRED: 548 (11 HANDICAP) TOTAL PROVIDED: 549 (17 HANDICAP) LANDSCAPE MATERIAL SCHEDULE Z BOTANICAL NAME COMMON NAME �2o kA -I i I "? (P160 TREES LI 26 Lagerstroemia indica Crape Myrtle 1 1/2" cal min., 10 -12' ht, multi -stem MG 16 Magnolia grandiflora 'D.D. Blanchard' Magnolia 'D.D. Blanchard' 3" cal, 10 -12' ht, 65 gal. ' 12' -14' CT; B and B; heavy, specimen, matched cj QL 88 Quercus lourifolia 88 Live Oak 3" cal, 10 -12' ht, 4' -5' spread, 45 gal. QV Quercus virginiana SP 229 Saba] palmetto Cabbage Palm CT height varies 10' -16'; Band B; non - booted UA 19 Ulmus alata Winne Elm 3 cal, 10 -12 ht, 65 gal. Drake Elm 3" cal, 10 -12' ht, 65 gal. AUG 2 c 2005 I [31ry 1.+ 10 Rv10ES DEPT NO. DATE ts�a� ha -mot as U#4 CLIENT: ls n er CLEARWATER HOUSING AUTHORITY planners . ftky ers • Ecobgisfs • S1,ry ors • Landscape Architects • Transporfatan Consultants PROJECT: PA R KV I EW VILLAGE WilsonMiller, Inc. Naples. Fat Myers .8arasotTa• Bradenton •Tampa • radahassee CONSTRUCTION PLANS 1101 Chamelside Drive; SLite 40ON • Tampa, Florida 33602 • Ptww 813-223 -9500 • Far 813-223.11009 " Web -Sr7e: www.wigawder.com ATE: TITLE: 5/18/05 DRIZO " SCALE: 1 " == 50' PLANT SCHEDULE /DETAILS ERTICAL SCALE: N/A SEC: TWP: RGE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: 17 29S 16E 4370- 003 -000 Kaegllstra�l , 113 d � 1 O INDEX NUMBER: ,,�`'' 0j V D -04370 SHEET NUMBER: 11 OF J _.i BOTANICAL NAME COMMON NAME SPECIFICATIONS QTY TREES LI 26 Lagerstroemia indica Crape Myrtle 1 1/2" cal min., 10 -12' ht, multi -stem MG 16 Magnolia grandiflora 'D.D. Blanchard' Magnolia 'D.D. Blanchard' 3" cal, 10 -12' ht, 65 gal. ' 12' -14' CT; B and B; heavy, specimen, matched PD 6 Phoenix dactylifera Medjool' Medjool Date Palm Laurel Oak 3" cal, 10 -12' ht, 4' -5' spread, 45 gal. QL 88 Quercus lourifolia 88 Live Oak 3" cal, 10 -12' ht, 4' -5' spread, 45 gal. QV Quercus virginiana SP 229 Saba] palmetto Cabbage Palm CT height varies 10' -16'; Band B; non - booted UA 19 Ulmus alata Winne Elm 3 cal, 10 -12 ht, 65 gal. Drake Elm 3" cal, 10 -12' ht, 65 gal. UP 48 Ulmus parvifolia WR 58 Washington]a robusta Washington Palm CT height varies 12' -16'; Band B, heavy SHRUBS Alpinia zerumbet 'Voriegata' Variegated Shell Ginger Lily 3 gal., 18" overall, full 7 gal., 3pp, full, 24" overall height AZ 97 CA HRS 144 429 Crinum species Hibiscus rosa- sinensis 'Seminole Pink' Crinum Chinese Hibiscus- Seminole Pink 3 gal., 30' overall, full PB 135 Philodendron bipinnatifidum Split -leaf Philodendron 3 gal.., 16" overall, full RI 4204 Rhaphiolepis indica Indian Hawthorn 3 gal., 18" overall, full SN 14 Strelitzia nicolai White Bird of Paradise 15 gal., 6 -8' overall, 3ppp SR 16 Strelitzia reginae Bird of Paradise 3 gal., 24" overall, full VO 1289 Viburnum odoratissimum 'Awabuki' Awabuki Viburnum 3 gal., 24 " -36" overall, full GROUNDCOVERS DV 107 Dietes vegeta White African Iris 1 gal., 15" overall, 18" o.c. trellis FP JC 136 718 Ficus pumila Juniperus chinensis 'Porsonii' Creeping Fig Parson's Juniper 3 gal., 36" 1 gal., full, 8" -10" overall; 24" o.c. LC 315 Lantana Camara 'Gold' Gold Lantana 1 gal., 8" overall, 18" o.c. LEG 8996 Lirope muscari 'Evergreen Giant' Evergreen Giant Lirope 1 gal., 10 " -12" overall, full, 18" o.c. TA 631 Trachelospermum asiaticum Asian Jasmine 1 gal., full, 18" o.c. Sod 261,131 S. F. Paspolum notatum Bahia sod /seed Bahia sod shall be laid in areas greater than� Fr slope. All other areas shall w N bedroseeded 'Pensacola' Bahia. NO. DATE ts�a� ha -mot as U#4 CLIENT: ls n er CLEARWATER HOUSING AUTHORITY planners . ftky ers • Ecobgisfs • S1,ry ors • Landscape Architects • Transporfatan Consultants PROJECT: PA R KV I EW VILLAGE WilsonMiller, Inc. Naples. Fat Myers .8arasotTa• Bradenton •Tampa • radahassee CONSTRUCTION PLANS 1101 Chamelside Drive; SLite 40ON • Tampa, Florida 33602 • Ptww 813-223 -9500 • Far 813-223.11009 " Web -Sr7e: www.wigawder.com ATE: TITLE: 5/18/05 DRIZO " SCALE: 1 " == 50' PLANT SCHEDULE /DETAILS ERTICAL SCALE: N/A SEC: TWP: RGE: CROSS REFERENCE FILE NO.: PROJECT NUMBER: 17 29S 16E 4370- 003 -000 Kaegllstra�l , 113 d � 1 O INDEX NUMBER: ,,�`'' 0j V D -04370 SHEET NUMBER: 11 OF J _.i '; �_.� ��'•• •. k'= it J � C. •� �f�' 2" IRRIGATION SLEEVE 4" IRRIGATION SLEEVE 1 I REVISED PER CITY COMMENTS OREV NO. I REVISION r--- -- --'+ I I i I I I i I I I I I I I I I I 1 I I I I - ---- - -� I I 1 1 I I I I I 1 1 - - - - ---� I I I I I I I I I I — — — — — — — I I I I I I I I I I - --- --- --� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I 1 I I 1 I I I I I I I I I I I I I 1 11 I I 1 I I i i I I I I I I I I 1 I I I I I 1 II II I I I I I I I 1 11 I I 1 I i I 1 I II r- ------- I I I I I I I f I I I I I I I I I 1 I I I ----- - -� I I I 1 I I 1 I 1 I - ------i I I I I I I I I I I --- --- -� 1 I I 1 I 1 1 I I I ------ --� I I I I I I I I i I I I I I I I I I I I I I I I I I 1 1 1 I 1 I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: 7 -19 -05 CONTRACT ADMIN. BY: DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO WM APPROVED BY: g I I I I I I I 1 II I 1 I I I 1 I I I I 1 I i I 1 I 11 I I I 1 I 1 I I I I I I I I I I 1 I I I I I 1 I I I I I I I I i I I 1 I I I 1 I I I I I I I I 1 I I I I I I I I I I 1 I I I I 1 I I I I I I I I I i I I I I I 1 I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I 1 I II 1 I I 1 I I I I I I I I I I I I 1 I I I I I 11 ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: 7 -19 -05 CONTRACT ADMIN. BY: DATE DRAWN BY / EMP. NO. CHECKED BY / EMP. NO WM APPROVED BY: g I I I I I I I 1 II I 1 I I I 1 I I I I 1 I i I 1 I 11 I I I 1 I 1 I I I I I I I 1 f 1 I I I 1 1 I t I I I I I 1 I t 1 r- ----- -i I I I 1 1 I 1 I I I I I 1 1 1 I I I I I I I --- - -- -i 1 I 1 I I I 1 I I 1 1 -- - ----i I I I I f i 1 I I I I -- -- ---- I I I I 1 I I 1 I I ---- - --� I I I I 1 I I I 1 I ---- ---� I I I 1 I 1 I I I 1 --- ----i I I I I I I I I I 1 -- - -- --i I I I I I I I I I I 1 i t I I 1 I i I 1 I I I I 1 I t 1 i 1 II I I I I I I I I 1 I I I 1 I I I I i I I 11 1 I I 1 1 1 I I I 1 I I I 1 1 I I I I 1 1 I II I I I I I I I I I I I I I I I I I I I I I i 1 I I I I I I I I I I II I 1 I I I 1 I I 1 I I I I I 1 I I I I I I I I 1 II I 1 I I I 1 I I I I 1 I i I 1 I 11 I I I 1 I 1 I I I I I I I 1 f 1 I I I 1 1 I t I I I I I 1 I t 1 I I I I I I I 1 I 1 1 I I I I I I 1 I I I I i I I I 1 I I I I I I I I 1 I I I 1 i 1 I 1 I I I I 1 I I 1 I I I I I I I I I I I I I i 1 1 1 1 I I I I i I I 1 1 I 1 I I I I I I I I I 4 I I I I i I I I I I I I I I I 1 I I 1 I I I I I 1 I I I I I 1 I I I I 1 1 I I I 1 I I 1 I 1 I I 1 1 I I 1 1 I I I 1 I I I I I I I I I I I I I 1 I I I I I I 1 1 I 1 1 I 1 I 1 I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I 1 1 I I 1 I I I I 1 1 1 1 I I 1 I I I I I I I I 1 I I 1 t I I I I I I I I I I I I I 1 I 1 I I 1 I I I I 1 I I I I I I I I I I I I I I I 1 I I I I 1 1 I 1 I I I I I 1 I I I I 11 II N0. DATE w>" =ct a>ar dAueaa nra3 CLIENT: wilsdolmiller CLEARWATER HOUSING AUTHORITY flamers • &O-o Ers • Ecokgfsts • Suv ore • Landscape Architects • TrartsporfaGon Consulfants PROJECT: PAR KVI EW VILLAGE WilsonMiffer, inc. Naples - Flxf 14ers • Sarasofa • 6radenron . Tampa • raWaswe CONSTRUCTION PLANS Wl Chamelslde Drive, Me 400N • Tampa, Florida 33602 • Phan W- 223-9600 - Fax 813- M-0009 • Web -&a, w" wisorr &rcom 1 V =50' RTICAL SCALE: N/A 3EC: TWP: RGE: 17 29S 16E TITLE: A.UG 2 b 2005 A! rl r.,,.OTr1A C"= c r a5rnl, f,o P� SLEEVE PLAN ft 0 25 50 x`01 r a, el o ion LA U U" INDEX NUMBER:i, — w` D- 04370 005°02... , REFERENCE FILE NO.: PROJECT NUMBER: 4370 - 003 -000 SHEET NUMBER: � � O�', � �3 �L May 07, 2005 — 12:50c21 SMACCAULEYIX: \LAN \04370 \SHEET\CITY SUBMISSION 5- 20- 05 \LS102- 04370 —IRR— SLEEVE PLAN,dwg ALLAN BLOCK WALL BATTER FROM VERTICAL 1' -2" / -1 11 JIN. OPTIONAL ALLAN U BLOCK CAPSTONE WELL - GRADED GRANULAR / M DRAINAGE ROCK .25" TO W N 1.5" LESS THAN 10% FINES r w a a o = W 0 = ALLAN BLOCK UNIT w , a FINISH GRADE BELOW WALL / LLj o F- - , ILLJ LLJ LU ill -0 11 3' -0" CONSOLIDATION ZONE COMPACTION ZONE 1 REVISED PER CITY COMMENTS AREV NO. REVISION c c - a INFILL SOIL J 42" HIGH ALUMINUM PICKET FENCE, SUBMIT SHOP DRAWINGS FOR APPROVAL. ADJACENT SIDEWALK EXTENDED LENGTH MAYBE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS RETAINED SOIL �— GEOGRID REINFORCEMENT TYPE AND LENGTH GEOGPoD LENGTH — VARIES PER WALL DESIGN 4" DRAIN TILE VENTED TO DAYLIGHT RETAINING WALL SECTION SEE GRADING PLAN FOR LOCATIONS x:Un\4370 Jasmine Cour"etaits \04370 ALLAN BLOCK TYPICALdwg. PRE —CAST CAP; MORTAR INTO PLACE #4 NOSING REBAR (OFFSET 11) 0 M O 1 N ww�l • USE 2" DIA. GALV. SLEEVE GROUT IN PLACE CIP CONCRETE W / #4 BARS CONTINUOUS ALLOW MIN. 3" COVER CONCRETE STAIR W, SCALE: 1/2" = V -0' 1' -0" TYP. I I a � Via\. - 2 '-0 11 op LD I- 1 < — ` — 11 I- _I �I _IIIIII —.� 12" MIN. 1 1/2" GALVANIZED TUBULAR STEEL HANDRAIL USE FISHMOUTH WELD AT ALL CONNECTIONS FINISH:GALVANIZED 1" RADIUS TYP. EXP.JOI NT TYP. CONCRETE SIDEWALK TYP. 4" COMPACTED GRANULAR BASE TYP. COMPACTED SUBGRADE TYP. ILING (SEE GRADING PLAN FOR LOCATIONS X:V an\4370 Jasmine CourlsWetails\04370 CONCRETE STEPS.dwg 1' -0" c,� _�- 8 "X 8"x16' CMU BLOCK 1/2" MEDIUM STUCCO FINISH; COLOR I TO BE DETERMINED o #5 REBAR, SPACED @ 24" O.C., FILL CELLS W /CONCRETE `n I FINISH GRADE I 98% COMPACTED SUBGRADE 00 11= III - - 21 PVC WEEP HOLE 77 — III — III —� I PLACE 1' ABOVE FINISH GRADE - i GROUT IN PLACE 1 CUT FLUSH WITH FINISH FACE OF WALL 1 �1 1 11 11 =1 11 =1 I I— III —I I- -1 I II 11 =1 i I —IIIl 11 =' III —I I— III —III =► #4 REBAR CONTINUOUS IN FOOTING @62 O.C.W / #3 TIES @480 O.C. 3' MASONRY WA Z SCALE: 1/2" = V -0" 4370 Jasmine CourtADetails \04370 3'STUCCO WALLdwg LL 7 -19 -05 DATE DRAWN BY / EMP. NO. ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: CONTRACT ADMIN. BY: BY /EMP. NO WM APPROVED BY: 1' -0" "'tE -CAST CAP; MORTAR INTO PLACE 6' MASONRY WALL 4 1 SCALE: 1/2" = V -0" 1 4370 Jasmine Cour"etai1s\04370 6'SMCCO WALLdwg NO.I DATE ' ■ ■ Abmadw'ha- awLccOoovo I WisarNder ha - Cert�icale d AuUKa%¢slion 143 CLIENT: V, Flamers - &4wers . Ecologisfs - Strveyors - Landscape Archifecfs - Transporfa5on Co vOanfs WilsonMiller, Inc. Naples - rorf Myers - Sarasota- Bradenton - Tama - Talahassee 901 Chamelslde DrfvA Stine 40ON - Tampa, Florida 33602 - Phone: 813- 223 -M - Fax W -223 -M - web -Sifv www wbwnfar com 8"x16' CMU BLOCK MEDIUM STUCCO FINISH; COLOR BE DETERMINED REBAR, SPACED @ 24' O.C., FILL CELLS W /CONCRETE ISH GRADE COMPACTED SUBGRADE PVC WEEP HOLE WE 1' ABOVE FINISH GRADE ;OUT IN PLACE IT FLUSH WITH FINISH FACE OF WALL REBAR CONTINUOUS IN FOOTING 5' O.C. W / #3 TIES 0480 O.C. CLEARWATER HOUSING AUTHORITY PROJECT: PARKVIEW VILLAGE CONSTRUCTION PLANS 5/18/05 ORIZONTAL SCALE: ERTICALJ A SCALE: N 3EC: /P: RGE: 17 29S 16E TITLE: I� r AUr 2 6 2005 1 I 06VELOf'AKNI SEPJPCE'� ,Epj CIE n I r F R. SITE DETAILS 4370 -003 -000 err, J (' { UQg520 fda Registration:, 6. 1133 — =X NUMBER: D- 04370 - 006711 ET NUMBER: 41i 14 OF''14, 5 � t,- V)��p