Loading...
1130 CLEVELAND STa. Tree Inventory 1130 Cleveland Street' Clearwater, Florida Prepared by: Hanson's Tree Service Prepared for: Mr. Mike Palmer, Synergy Civil Engineering, Inc. November 18, 2010 The following report is submitted by Tom Hanson, Consulting Arborist, and includes findings that I believe are accurate based on my education, experience and knowledge in the field of Arboriculture. I have no interest personally or financially in this" property and my report is factual and unbiased. Site Overview The subject property is an existing commercial site consisting of trees that were planted in perimeter landscape buffers and interior islands to meet City of Clearwater landscape code requirements and palms planted for aesthetic purposes. There are no trees on site that pre- existed the site development. The overall condition of the site trees is below average as they reflect general neglect, prior improper maintenance and decline likely due to insufficient irrigation and problems related to compacted soils. Most of the shade tree species are located in islands that are too small to accommodate their root systems and they should be removed unless the islands will be enlarged. Several oak trees have declined to the point that they are in a mortality spiral and their poor health is irreversible. The overall condition of a few of the trees can be improved through remedial maintenance and by increasing the size of the rooting area and improving the quality of the soil. The best strategy for success on this site however is to plant new healthy trees with good structure in parking lot buffers and islands redesigned with sufficient space to accommodate their root systems or if it is not feasible to increase the areas of the buffers and interior islands then plant new tree species such as accent trees and palms appropriate for the current rooting area limitations. A final recommendation involves future tree maintenance. To. minimize the possibility of a tree related accident involving property damage or personal injury it is recommended that all future tree maintenance including structural pruning of young trees be performed by an International Society of Arboriculture (ISA) Certified Arborist pruning to the American National Standard Institute's (ANSI) A300 standards and the ISA's companion Best management Practices. The following tree inventory identifies trees recommend for removal and those whose health and structure are sufficient to warrant preservation. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. It is a valuable tool to prioritize tree maintenance and remove trees with problems that could lead to failure and cause personal injury or property damage. The tree inventory lists four codes and also has a comment section. The following is an explanation of the data used in the inventory: Tree# - location - Each tree is assigned a number for reference in the inventory that corresponds with a number on the site plan that identifies the location of the tree in the field. Size - Tree size is a measure of the tree's trunk diameter measured at 4.5' above grade. If there is a fork in the trunk at that point the diameter is measured at the narrowest area below the fork. Palm species are measured in feet of clear trunk (C.T.). Species — Each tree is listed by its common and botanical name the first time it is listed in the inventory. For simplicity the tree is listed by its common name thereafter. Condition Rating — The condition rating is an assessment of the tree's overall structural- strength and systemic health. Elements of structure include: 1) the presence of cavities, decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well spaced vs. several branches emanating from the same area on the trunk, codominant stems vs. single leader trunk, presence of branch collars vs. included bark. Elements of systemic health relate to the tree's overall energy system measured by net photosynthesis (food made) vs. respiration (food used). A tree with good systemic health will have a vascular system that moves water, nutrients and photosynthate around the tree as needed. Indicators of a healthy systemic system used in the overall condition rating include: 1) live crown ratio (the amount of live crown a tree has relative to its mass), 2) crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the tree is making and storing energy. The overall condition rating also takes into consideration the species, appearan ce and any unique features. The rating scale is 0 -6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0- A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1 ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating of 1 should be removed as it is beyond treatment and is a threat to cause personal injury or property damage. 2 2 — A tree exhibiting serious structural defects such as codominant stems with included bark at or near the base, large cavities, large areas of decayed wood, crown dieback, cracked/split scaffold branches etc. In addition, a tree with health issues such as low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies or soil pH problems. A tree with a rating of #2 should be removed unless the problem(s) can be treated. A tree with a #2 condition rating will typically require a considerable amount of maintenance to qualify for an upgrade of the condition rating. 3- A tree with average structure and systemic health and with problems that can be corrected with moderate maintenance. A tree with a codominant stem not in the basal area that will be subordinated or cabled and braced or a codominant stem that will soon have included bark can be included as a #3. A tree with a rating of #3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 — A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a #5 rating is worthy of significant site plan modification to ensure its preservation. 6 — A specimen tree. A. specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data. It may include maintenance recommendations to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. 3 NOTE: A tree inventory is typically valid for 3 -5 years. However, events such as drought, lightning, mechanical root damage, freeze, improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected, have the tree inspected by a qualified International Society of Arboriculture (ISA) Certified Arborist. Note: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to be preserved. For example, trees or palms rated 4.0 and higher should be preserved if at all possible, while trees or palms rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees or palms rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees or palms rated 3.0 and 3.5 are average trees that have good potential and warrant serious consideration for preservation but not to the extent that site plan modifications are necessary. The following tree inventory was conducted on November 18, 2010. NOTE: In the tree inventory, any tree or palm whose identification number is preceded by an asterisk ( *), is a tree that is less than four inches in trunk diameter or a palm that has less than 10' of clear trunk and consequently is not protected by the provisions of the City of Clearwater code. They were assessed and included in the tree inventory for the developer's benefit. NOTE: The following tree inventory contains recommendations for palm pruning and fertilization. Following the inventory are attachments concerning proper pruning standards and fertilization requirements for palms. In addition, a general recommend is to check the present irrigation system to ensure it is functioning properly and all site plants are receiving adequate water to maintain optimal health. NOTE: This tree inventory starts at tree #825 and ends at tree #853. The tree# reflects the tree's actual location on the site as identified on the numbered site plan and as identified by a numbered aluminum tag attached to the tree's trunk. Tree Inventory Tree # Size Species Rating 825 ell live oak (Quercus virginiana) 2.5 Comments: This tree is located in a 5' wide perimeter landscape buffer adjacent to Northeast Cleveland Street. The tree's root system has caused minor damage to the sidewalk and the parking lot asphalt. This tree has been previously topped and would need restorative pruning if preserved. The crown is starting to thin reflecting the compacted soil conditions, impervious surfaces and general lack of good rooting space. The tree iS too close to the sidewalk and will cause future damage. Recommend removal and replacement with an accent tree species or removal and replacement with a shade tree species if the buffer is increased to a minimum width of 12'. 826 4 ", 45', 5" wax myrtle (Myrica cerifera) 3.0 Comments: The eastern most stem has a large cavity 5' above grade. Recommend removing this stem at the base and preserving the remaining tree. 827 14' C.T. sabal palm (Sabal palmetto) 3.5 Comments: Recommend preservation and pruning. 828 20' C.T.. sabal palm 4.0 Comments: Recommend preservation and pruning. 829 17" live oak 2.5 Comments: This tree has below average health and structure. In addition, the branches are growing low over the parking lot. The crown is thinning over center and once the crown is raised to a minimum height of 14' above the vehicular use area the crown will lose its most productive branches. This tree could be preserved and its health improved with intensive treatments involving improving the surrounding soil and increasing the interior island to a minimum width of 12'. A better strategy is to remove this stressed tree, increase the buffer width to a minimum of 12' and replace it with a new Florida #1 grade or better live oak tree and maintain the structure of this tree through future structural pruning. 830 13" live oak 001 Comments: This tree is in poor condition but is located in one of the larger interior islands. Recommend removal and replacement with a new live oak tree. 831 11" live oak 3.0 Comments: This tree has average health but is located in a narrow interior island. If this tree is preserved the width of the island should be increased to a minimum width of 12' and the existing soils improved (aerate the soil, improve structure and adjust pH as needed). If the tree is removed an accent tree such as a crape myrtle (Lagerstroemia indica) or commensurate species could be planted back into the existing island. Recommendation is to remove this tree, increase the island width, improve the soil and plant a new live oak tree. 832 4 ", 4 Japanese privet (Ligustrum japonicum) 2.5 5 Comments: This tree is declining due to age (the ligustrum is generally a short lived species) and as a result of harsh site conditions, e.g., inadequate irrigation and soil nutrients. This tree cannot be restored to the desired thick full crown effect typical of the tree ligustrum however, the tree still has sufficient health and aesthetic appeal to warrant preservation; otherwise recommend removal and replacement. a 833 15' C.T. sabal palm 3.5 Comments: Recommend preservation and pruning. rr 834 14' C.T.. 6 cabal palm 3.0 Comments: Recommend preservation and pruning. 835 25' C.T. Senegal date palm (Phoenix reclinata) 4.0 Comments: Recommend preservation, fertilization and pruning. 836 6" live oak 2.0 Comments: Recommend removal. 837 25' C.T. Uj sabal palm 3.5 Comments: Recommend preservation and pruning. 838 15' C.T. sabal palm 3.0 Comments: Recommend preservation and pruning. 839 25' C.T. � sabal palm 3.5 Comments: Recommend preservation and pruning. 840 20' C.T. Li sabal palm 3.5 Comments: Recommend preservation and pruning. 841 14' C.T U sabal palm 3.5 Comment: This palm has a curved trunk which does not adversely affect its structure but does however provide aesthetic appeal. Recommend preservation. 1 842 23' C.T sabal palm 3.5 Comment: Recommend preservation and pruning. 2 843 591, 6" Japanese privet 4.0 Comments: This tree has sufficient health and aesthetic appeal to warrant preservation. Recommend proper irrigation, fertilization to sustain nutrient requirements and spraying to control leaf fungus as needed. *844 6' C.T Cherry palm (Pseudophoenix sargentii) 0.0 Comments: Dead palm, recommend removal. 845 10' C.T. 00 sabal palm 3.5 Comments: Recommend preservation and pruning. ,r 846 10' C.T..J sabal palm 3.0 Comments: This palm has a trunk restriction 5' above grade most likely caused by over - pruning. Avoid trunk restrictions by ensuring that palms are pruned properly and have sufficient water and nutrients. This trunk restriction is minor and should not adversely impact the palm's structure. Recommend preservation and pruning. 847 22' C.T. sabal palm 3.5 Comments: Recommend preservation and pruning. 848 13' C.T. ( f sabal palm 3.0 Comments: This palm has decay on the trunk 10' above grade; however it is not debilitating to the palm's structure at this time. This palm should be re- evaluated in a year to determine if the decay is progressive. Recommend preservation and pruning *849 6', 7' Senegal date palm '1 Comments: Recommend preservation along with pruning and fertilization. *850 8' C.T. cherry palm all Comments: Dead palm, recommend removal. 851 101, 101, 10' Christmas palm (Adonidia merrillii) 4.0 3 -7 'aQ V) 191- AtEMcf4T- 7 Comments: Recommend preservation along with fertilization to maintain health. . 852 10' Cherry palm 2.0 Comments: This palm has suffered from freeze damage and has decay in the bud. The palm could be monitored and preserved if its health is restored through the production of healthy fronds. If this palm does not produce healthy fronds by next spring, recommend removal. *853 8' C.T. Senegal date palm 4.0 Comments' Recommend preservation along with pruning and fertilization. Fact sheet ENH 853 Page I of 2 UNIVERSITY pf UFFLO- Pruning shade trees in the landscape pe IFAS Extension. Pruning palms Edward E Gilman ' and Nathan J. Eisner' Introduction: Palms and cycads are often thought of as low maintenance plants; however, most palms require regular pruning to keep them attractive and safe. Many palms maintain a set number of live fronds. A regular turnover of foliage occurs as dying lower fronds are replaced by new ones at the apex. These dead fronds are not detrimental to the health of the tree. If there is an excessive number of older yellow fronds determine the cause before pruning. There could be a severe nutrient problem, caused by a potassium or magnesium defiency, that could worsen if the palm is pruned or fertilized with high nitrogen or the wrong type of fertilizer. There are several reasons for pruning palms 1) Removing dead and dying lower fronds improves the appearance of a palm. 2) Dead and dying fronds and loose petioles are weakly attached to some palms and can place people and property at risk should they fall from tall palms. People have been severely injured by falling fronds. Dead and dying palm fronds should be removed regularly to reduce this risk. 3) Pruning can remove fruit clusters, especially in public landscapes where falling fruit and flower debris can be messy as well as hazardous. Some palms gener- ate copious amounts of seedlings near the plant. Removing flowers or fruit reduces the number of potential seedlings. 4) Remove sprouts from the base of the trunk. Objectives: 1) Remove dead and dying fronds and developing flowers and fruits to reduce risk and enhance aesthetics; 2) remove sprouts or stems to maintain one trunk. before.pruning after pruning over-pi-Lining i dsta € i dctt�iE 'dcoil £if �r i . Consider removing lower fi onds that Remove lower fi•onds that are dead or Over - pruned palms look terrible and are chlorotic or dead. There is no more than about half chlorotic. Do not could attract pests. In the detail above biological reason to remove live green remove green fronds or the palm could you can see that many upright fronds fronds on palms. There is no research become stressed. (If you decide to were removed. Why remove green supporting the notion that removing remove green fronds, do not remove fronds when the palm was planted for live green fronds reduces future those growing horizontally or pointed its tropical look. That tropical look pruning requirements. upward.) results from live green fronds. Fact sheet ENH 853 Page 2 of 2 Execution: It is preferable not to remove live, healthy fronds. If they must be removed, however, avoid removing fronds that are growing horizontally or those growing upward. Fronds removed should be severed close to the petiole base without damaging living trunk tissue. There is little reason to shave or sand the trunk smooth. The pineapple shape crafted at the base of date palms is not necessary for good health of the palm. Further information: l) Gilman, E.F. 2002. Illustrated guide to pruning, second edition. Delmar Publishers, Albany, NY. 330pp. 2) Gilman, E.F. 2001. Illustrated pruning and planting CDROM. Horticopia, Inc., Purcellville, VA. 3) American National Standards Institute (ANSI A300). 1995. American National Standard for Tree Care Operations — Tree, Shrub and Other Woody Plant Maintenance — Standard Practices. New York: American National Standards Institute. Professor' and ResearchAssistantz, Environmental Horticulture Department, 1245 Fifield Hall, Gainesville, FL 32611 ENH1OO9 /EP261: Fertilization of Field -grown and Landscape Palms in Florida Pagel of 3 Fertilization of Field -grown and Landscape Palms in Florida' Timothy K. Broschat2 Palms growing in Florida landscapes or field nurseries are subject to a number of potentially serious nutrient deficiencies. These deficiencies are described and illustrated in document ENH1018. Prevention and treatment of these deficiencies is the subject of this document. Chemical symbols used in this document are: N= nitrogen, P= phosphorus, K= potassium, Mg= magnesium, Ca= calcium, Mn= manganese, Fe =iron, B= boron, Cu= copper, Zn =zinc Fertilizer Formulation Nutrient deficiencies are much more easily prevented than corrected once they Occur, Correction of Nutrient deficiencies can take as long as 2 or 3 years for some elements. Research at the University of Florida has shown that regular use of a fertilizer having an analysis ( =the three numbers on all fertilizer labels which refer to their N- P2O5-K2O content) of 8N- 2P2O5 -12K2O +4Mg with micronutrients can correct mild to moderate deficiencies and prevent their recurrence in all soil types in south and central Florida. However, not all fertilizers having an analysis of 8N- 2P2O5 -12K2O +4Mg with micronutrients are effective, and if improperly formulated, may be worse for palm health than no fertilizer at all. First of all, it is essential that 100% of the N, K, and Mg in such a fertilizer be in slow release form. Since Florida's soils have very low capacities to retain these elements in the root zone during periods of heavy rainfall or irrigation, the only effective way to keep these elements readily available to plants during the 2 to 3 month interval between fertilizer applications is to use slow release sources. A water - soluble source applied one day could be completely leached out of the root zone the next day by a heavy rainfall and the palm would receive no benefit from the application. Controlled - release fertilizers are not greatly affected by rainfall or irrigation intensity. Since they release more slowly than water - soluble fertilizers, they are also less likely to burn plant roots during periods of drought. Unlike the macronutrients, N, K, and Mg that should be in slow release form, micronutrients need to be in a water soluble form. Although slow release forms of boron are likely to be the most effective sources for Florida landscape soils, these products have yet to be field tested to determine safe and effective application rates. Most B fertilizers currently used in palm fertilizers are water soluble. Effective sources for N include sulfur- coated urea, urea - formaldehyde, resin - coated urea and resin- coated ammonium salts. Of all the slow - release K sources tested, sulfur- coated potassium sulfate was found to be the most effective and economical. Prilled kieserite (a more slowly soluble form of magnesium sulfate than Epsom salts) is an effective and low -cost slow release form of Mg, but coated Mg products can also be used. Slow release B sources such as Granubor should be less affected by leaching than the water soluble.B sources typically used in landscape fertilizer blends. The only recommended Mn, Zn, and Cu sources are the sulfate forms of these elements. Since iron sulfate is rather ineffective on most Florida soils, granular chelated products such as Trachelene Fe are preferred for blending into palm maintenance fertilizers. Another reason why 100% of the N, K, and Mg must be in controlled release form is that the release rate of a nutrient source can determine the "effective analysis" of the blend. If heavy rainfall or irrigation occurs, any water soluble nutrients will be rapidly leached out of the root zone, while controlled - release sources are still releasing nutrients into the soil. This differential leaching of soluble vs controlled - release nutrient sources can alter the effective ratios among the various elements, and often with detrimental effects on palm nutritional health. The soil N:K, N:Mg, and K:Mg ratios are very important for palm health and it is essential that all three elements have similar release rates to keep these ratios constant over time. Fertilizer Application How you apply a fertilizer can also determine whether the application will be effective or not. Concentrating fertilizer in holes, as spikes, or in bands around the trunks of palms is less effective than spreading the same amount of fertilizer uniformly throughout the area under the canopy. This is because nutrient movement is almost exclusively downward in direction and thus only that small proportion of the palm root system directly under concentrated fertilizer will ever be exposed to these nutrients. Concentrating fertilizers is also much more likely to burn palm roots than fertilizer spread out over a larger area. Injecting water - soluble fertilizers into the "root zone" of palms is never . recommended because: 1) water - soluble fertilizers are readily lost to leaching, 2) lateral movement of injected fertilizer is minimal, and 3) injecting any nutrients deeply enough to avoid turfgrass roots will also miss the majority of the palms fine feeder roots which tend to intermingle with turf roots near the soil surface. http: / /edis.ifas.ufl.edu/ep261 11/22/2010 ENH 1009/EP261: Fertilization of Field -grown and Landscape Palms in Florida Page 2 of 3 The 8N- 2P205 -12K20 +4Mg with micronutrients maintenance fertilizer blend described above should release nutrients for up to three months, and thus a three -month application interval is recommended. The suggested application rate for south Florida landscapes is 1.5 Ibs of the 8N- 2P205 -12K20 +4Mg with micronutrients fertilizer (not N) per 100 sq. ft. of palm canopy area, bed area, or landscape area. Field nurseries typically apply twice that amount to maximize growth. Lesser amounts may be adequate for landscapes in central and north Florida, although field nurseries in those regions will probably benefit from the higher south Florida application rates. Use on Entire Landscape While the 8N- 2P205 -12K20 +4Mg with micronutrients maintenance fertilizer described above was developed primarily for the nutritional requirements of palms, other types of plants, including broadleaf trees, shrubs, and herbaceous ornamentals, fruit trees, and even turfgrass growing in the same soil are subject to the same inherent nutritional deficiencies in these soils. Since palm nutritional requirements are higher than those for other types of plants, a fertilizer that is suitable for palms will be more than suitable for other types of plants. Comparative trials at the University of Florida's Ft. Lauderdale Research and Education Center have shown that St. Augustinegrass fertilized with the above palm maintenance fertilizer had quality equal to that produced by a high quality turf fertilizer. Use of the above 8N- 2P205 -12K20 +4Mg with micronutrients fertilizer is recommended for use on the entire landscape, This not only simplifies fertilization by having to use only a single product, but eliminates a serious problem encountered when high N turf fertilizers are applied to turf areas with palms growing nearby. Roots of large palms typically extend out 50 feet or more from the trunk in all directions and will take up whatever fertilizers have been applied to the turfgrass. The high N:K ratio and lack of any Mg in most turf fertilizers forces rapid growth in palms, but without sufficient K or Mg to support that growth, this growth dilutes the existing K and Mg reserves within the palm and induces or exacerbates K and /or Mg deficiencies in the palms. High N fertilizers applied to turfgrass even 30 feet away from a palm on one side only have been known to kill palms from induced K deficiency. Given the high value of most specimen palms, applying high N fertilizers to the palms or to nearby turfgrass is no bargain, no matter how much less it may cost. Treatment of Severe Deficiencies Finally, while the palm maintenance fertilizer described above is suitable for prevention of all nutrient deficiencies and correction of mild to moderate deficiencies, what can be done to correct existing severe deficiencies? For severe N deficiency, this palm maintenance fertilizer will be adequate by itself and re- greening of the foliage should occur within a month or so. When applying K fertilizers to correct a severe K deficiency, it is important to also apply about 1/3 as much Mg to prevent a high K:Mg ratio from causing a Mg deficiency problem. For severely K- deficient landscape palms, broadcast a 3:1 blend of sulfur- coated potassium sulfate and prilled kieserite uniformly to the soil under the canopy at a rate of 1.5 Ibs per 100 sq ft of canopy area. This should be repeated in three months. Three and six months after that, a 1:1 mixture of the K:Mg blend and a balanced 8N- 2P205 -12K20 +4Mg palm maintenance fertilizer should be substituted at the rate of 1.5 Ibs of fertilizer per 100 sq ft of canopy area, bed area, or entire landscape area After one year, use only the balanced palm maintenance fertilizer at the same rate. Treatment of K deficient palms may require one to two years or longer, since the entire canopy of the palm may need to be replaced with new symptom -free leaves. Removal of discolored older K- deficient leaves on a regular basis has been shown to accelerate the rate of decline from this disorder and can result in premature death of the palm. Treatment of severely Mg- deficient palms can require one to two years or more and is accomplished by broadcasting a controlled - release magnesium source (prilled kieserite is an excellent source) at rates of 2 to 5 pounds per tree 4 to 6 times per year to the area under the canopy. This treatment is to be considered as a supplement to regular applications of a balanced 8N- 2P205 -12K20 +4Mg palm maintenance fertilizer. To reduce the potential for salt injury, Mg and maintenance fertilizer applications can be offset by six weeks. For Mn- deficient palms, soil applications of manganese sulfate are effective, but spraying the foliage with this product may achieve more rapid, though short-term results, especially on alkaline soils. This should be considered as a supplement to soil applications, not as a replacement. Manganese sulfate solutions to be applied to the foliage can be made by mixing 3 Ibs of this product in 100 gals of water. Soil application rates are dependent on palm species, soil type, and severity of Mn deficiency. These rates will range from as low as 8 oz for a small palm or one growing on an acid sand soil to 8 Ibs for a large species growing on a limestone soil. Broadcast this product over the soil under the palm canopy. Applications can be repeated every 2 to 3 months, depending on the severity of the problem and soil type, but a response may not be seen until 3 to 6 months after applications. Avoid using composted sewage sludge or manure products near palms. Excessive Mn applications normally result in an induced Fe deficiency, with its characteristic new leaf chlorosis. http: / /edis.ifas.ufl.edu/ep261 11/22/2010 ENH1009 /EP261: Fertilization of Field -grown and Landscape Palms in Florida Page 3 of 3 For treatment of Fe deficiencies, soil applications of iron sulfate are generally less effective than some of the chelated compounds such as DTPA, EDDHA, or HEEDTA, since free Fe" ions are rapidly oxidized under most soil conditions to the less Soluble Fe + +4 form. on alkaline soils EDDHA is the most effective product, followed by HEEDTA and DTPA. FeDTPA is the most effective product for foliar application, but it is important to note that all of these chelates can be phytotoxic to palms and other plants when applied at high rates. Follow application guidelines on the label for these products. Keep in mind that most Fe fertilizers can cause brown staining, so take precautions to keep them away from non - target objects. Fertilization to correct or prevent B deficiency in palms is problematic at this time. The most common B sources used on palms are water soluble sodium borates. In high rainfall climates such as that of Florida, an application of water - soluble B can be completely leached out of the root zone with a single heavy rain shower. Slow release B fertilizers such as Granubor are an obvious solution to this problem since it releases over a 3 to 4 month period, However, appropriate application rates for this product on palms have yet to be determined. It is extremely important not to overdose palms with B fertilizers since the difference between deficiency and toxicity levels of B is rather small, and correction of a B toxicity caused by over - application of slow - release B fertilizers could be very difficult. Current recommendations for correcting B deficiencies in palms are intentionally conservative because of the potential for toxicity. Dissolve about 4 oz of Solubor or Borax in 5 gallons of water and drench this into the soil under the palm canopy. Do not repeat this for at least 5 months, since it will take this long to see the results of the first application. http: / /edis.ifas.ufl.edu/ep261 11/22/2010 MUM" i N Q F ABOVE GROUND OR UNDER GROUND UTftJrIES MAY BE IN THE AREA • I T T ISP C U HIS PROJECT-PROCEED WITH CAUTION-CALL'SUNSHINE STATE ONE C C LL SYST ALL SYSTEWAND THE UTILITY OWNERS) BEFORE BEGINNINGWORK 1-8013-432-4770. (48 HOURS IN ADVANCE) " 0 Wj Ll IL 1 1 Lq 10 Lim City of Clearwater, Florida 33761 �13() Sj -14ce -Shovpes @ 11-36 I 211!11_�1 (Abyss Group, 000 A Prepared For: SEBASTIAN DORNER P.O. Box 5419 Woodridge, IL 60517-0419 SURVEYOR Abyss Group, Ini 6681 Catalpa Drive New Port Ph: (727) 375-7971 375-7981 Vwafa �'- 0"721M.&M&H, 200 9th Ave, Suite 130 Safety Harbor, Florida 34695 Ph: (727) 543-1458 Fx: (727) 725-2317 Index of Drawings CLEVELAND ST COVER SHEET CLEVELAND ST GENERAL NOTES AND SPECIFICATIONS SHEET - CI_EVELAND5 T -4 DEMOLITION PLAN .. .. . ......... HORIZONTAL CONTROL & UTILITY PLAN C-5 GRADING PLAN & SECTIONS C-6 SITE & UTILITY DETAILS C-7 F.D.O.T. (M.O.T. PLAN) & TURNOUT DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS SURVEY MAP Utility Companies . ........... N Q F ABOVE GROUND OR UNDER GROUND UTftJrIES MAY BE IN THE AREA • I T T ISP C U HIS PROJECT-PROCEED WITH CAUTION-CALL'SUNSHINE STATE ONE C C LL SYST ALL SYSTEWAND THE UTILITY OWNERS) BEFORE BEGINNINGWORK 1-8013-432-4770. (48 HOURS IN ADVANCE) " 0 Wj Ll IL 1 1 Lq 10 Lim City of Clearwater, Florida 33761 �13() Sj -14ce -Shovpes @ 11-36 I 211!11_�1 (Abyss Group, 000 A Prepared For: SEBASTIAN DORNER P.O. Box 5419 Woodridge, IL 60517-0419 SURVEYOR Abyss Group, Ini 6681 Catalpa Drive New Port Ph: (727) 375-7971 375-7981 Vwafa �'- 0"721M.&M&H, 200 9th Ave, Suite 130 Safety Harbor, Florida 34695 Ph: (727) 543-1458 Fx: (727) 725-2317 Index of Drawings C-1 COVER SHEET C-2 GENERAL NOTES AND SPECIFICATIONS SHEET C-3 DEMOLITION PLAN C-4 HORIZONTAL CONTROL & UTILITY PLAN C-5 GRADING PLAN & SECTIONS C-6 SITE & UTILITY DETAILS C-7 F.D.O.T. (M.O.T. PLAN) & TURNOUT DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS SURVEY MAP Utility Companies Progress Energy Florida 7�.O. Box 14042 it. Petersbu 111 FL33733 7-17mrmr reT City of Clearwater 100 S. Myrtle Ave. Municipal Services Building Clearwater, FL33755 727-562-4600 Froject 11-016-65 I M =-, 400 North Myrtle Ave. Clearwater, FL 33755 727-562-4900 Scale: Date: AS NOTED 11-24-2010 Sheet Revision No. 1 of 9 1 GENERAL r r .1 mil EXCEEDING # RECEIVE A MINIMUM OF 5 PASSES it :., #.: '♦ ' #• r # r • r r SURVEYOR'S REPORT r •• # i 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF • #. DATE, PROJECTED SCHEDULE, OTHER INFORMATION • • 12 WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT IVILLJiF NECESSARY #• THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS 13. SITE ", CONCRETE SHALL a COMPRESSIVE STRENGTH OF AT _ Iii PSI. AT DAYS UAILESS # • 'Ti i #T: r 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUALTO OR BETTER THAN L A • 1. ALLTREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIORTO THE START OF ANY CONSTRUCTION 9. (v*&—COATRACTO . PROVIDE . r UTILITY RECORD DRAWINGS, air SEALED BY PROFESSIONAL i SURVEYOR. .r, DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. THE CONTRACTOR SHALL PROVIDE #. r RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS IN ADVANCE # SCHEDULE INSPECTION. 2. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO AN INFILTRATION/EXFILTRATION TEST IN ACCORDANCE WITH LOCAL REGULATIONS, TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS SHALL BE CERTIFIED 111111 1111gi ME Project No. Date: 11-016-65 AS NOTED 10-25-201 Drawing No. Sheet Revision No. of V-1kTAPPLYIPP?�'3'rRIAN CONTROL PER FDOT REMOVEASP T. INDEX &0 DURING CL O SU R E & Cu 45 LF OF CURB & LREMOVE EXISTING SIDEWALKTO B CONCRETE DRIVEWAY REMOVED REMOVE ASPHALT & MULTI STORY MASONRY PARKING GARAGE AND COMMERCIAL BUILDING UNDER CONSTRUCTION /1100 CLEGEZAND 57REET finished floor not poured W_ N 1.09 M ti A M C5 FillIrloil � '3 \�o_ 8 `843 843; 0,,v 84 ..1P V N I�' ice b—hk 400 1130 Cleveland Street 15 IN LEGEND qa SYNEK1153Y SEd IROV Title ROO & CAP DEMOLITION PLAN PtS14466 Date: 11-016-65 AS NOTED 10-25-2010 787 X Civil Engineering, Inc. C-03 3 of 9 //­IS!MV9XCL08ED1 O SCALE: 1 20 755,�P xl�l MULTI STORY MASONRY PARKING GARAGE AND COMMERCIAL BUILDING UNDER CONSTRUCTION /1100 CLEGEZAND 57REET finished floor not poured W_ N 1.09 M ti A M C5 FillIrloil � '3 \�o_ 8 `843 843; 0,,v 84 ..1P V N I�' found 5,f9" Iron rod & cap p1e11762 x .� DEMOLITION NOTES MID—BLOCK SIDEWALK MZD—BLOCK SIDEWALK CLOSURE CLOSURE WITH TEMPORARY WALKWAY 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY GLIIIER_411;. N110 7 ES LINES PRIOR TO DEMOLITION. �C�T -,�znr�v�­g Pvws are vyow.,. 7 0"vw 1$30alk �t :�n �n V�� 0 t�v 'he � ns� t7�,e nf.wy-N-v!w; �­e 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL 2, F`-y of 0-ul, gw!.�f­ q La tke *irf :.f i�x, -ye cf�x:rd, ;1 DURING DEMOLITION, SEE GENERAL NOTES AND DETAILS. reftF rndax N.:, C00. re,4,W,,'v1Y 5�xltc zided ap0o�4 0,0 �CcvltP�Xt , Z�A X=,IrV. _r.,. .O tv tt,a- 1� 7'arrpc,,o� wn,* rjri smc�';bt q 4'A i,­ &:tt, a ma—.,,m 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL HE17 '7 ENCR vzd --u15 r�l� 7 �A(, V. J133 FOA,�W DEMOLITION DEBRIS, >trrvt 5*­7V,1;f vv Tv7iPC-,rVfy fww-,yr or;� tx­ u Zi -vz + rw?v.pr�+f.l f,%, C -5,X 5'ra:n 14 THE SIDEef A!A F10,1? A -, r 7 no, h-. PWreqe r,7"ns tn;' 41,117RE 77iW11 613 f 4;.1 4, F,,y S­c,-,ueCV s Typc owr�r,� m- .q�"tx 5. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE sfc,�.,C. P�-, �*p rez'T':Mr ani Wart, ArO2 c' '10 frev "'0 C'vv - r. unz'.x-,l vr u f'('Z',W al 'v"-rs vi ns"to z, ,t, BARRIERS DURING DEMOLITION AND CONSTRUCTION. THESE a, BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CI TY / COLINTY W:�,-k 'S;P 5, 065ru Tvm�r�,,y 'CFrFu w-j !_'F-Vuuvz rvvwol cz�vdr-e oe d-a-f""atte", 0? e a i! f� 41 STANDARDS. q Ir'd wSl, '4�ost m. " 11;zwlll� L�Ab pww'- focalrd �wvz- � cdkx-en't to a cwb W<A "'c—, v r•..a,z .., r.,d� 4 e 0.� rt� f e,* tulrl:!r7,_o ru 6. THE CONTRACTOR SHALL COORDINATE THE 4- ekp TrZjl; '_� tmn" oo S*,l t,� Me P,­'d A,�� opt cf tunv REMOVAURELOCATION OF EXISTING UTILITIES WITH CITY OF WfOFDOTD94PStl� TAMPA. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, PEDESTRIAN CONTROL FOR I loll STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. CLOSURE OF SIDEWALKS 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 8. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 9. REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS AND RECOMMENDATIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE. 10. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH CITY OF CLEARWATER. 11. REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED. SPACING OF POSTS FILTER FABRIC 12. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OFFSITE TO BE 6-10 FEET APART MATERIAL DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT SITE. 14, ALL EXISTING OVERHEAD UTILITIES TO BE RELOCATED (CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY FOUND 518- IRCIV ROO & CAP / NOT LEGIBLE COMPANIES AND CITY OF CLEARWATER) 4 9590, 15. SILT -FENCE TO BE PLACED ON PROPERTY LINE 90 851 TWO STORY MASONRY COMMERCIAL BUILDING / 1130 CLEVELAND SHEET f7N/-WFD fZ OCR ELE VA 770M=39. 8 t' N X N 2' MIN. FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6—INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS Notes: Nevisions: By Appd. Date— :.::p //a ,C. O�CLEARWATER (BCP) MIP MJP OA:28-11 Seal: Project / Client: is / Retail Remodel 1130 Cleveland Street City of Clearwater, Florida LEGEND U, ?_U 4U SYNEK1153Y Woodridge, IL 60517-0419 Title DEMOLITION PLAN Project No. —Scale: Date: 11-016-65 AS NOTED 10-25-2010 Drawing No. Sheet Civil Engineering, Inc. C-03 3 of 9 //­IS!MV9XCL08ED1 SCALE: 1 20 PROPOSED r --------- Copyright 2007 LIMITS OF DEMOLITION 1. SIDEWALK PEMMW4 WAUWAY SITE BOUNDARY LINE THESE PLANS MAY NOT BE COPIED AND /OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC 0 COPYRIGHT20G7. CLOSED MN ASPHALT PAVEMENT TO BE REMOVED N N CONCRETE PAVEMENT Consultants SIDEWALK TO BE REMOVED ARCHITECT N N CLOSED PEDESTPAR \ Dan Draper Architect, LLC fi w9my, — — — — — — — SILT FENCE/SEDIMENT BARRIER L5 _z SMEW"CLOSM , TV 770 Magellan Drive AHM EXISTING SURFACE Sarasota, Florida 34243 FLOW ARROW h 32142 EXISTING TREE anarc@verizon.net TO BE REMOVED SURVEYOR 7 T 37 T 7- 842 TREE NUMBER Ahuima rZrniin inp found 5,f9" Iron rod & cap p1e11762 x .� DEMOLITION NOTES MID—BLOCK SIDEWALK MZD—BLOCK SIDEWALK CLOSURE CLOSURE WITH TEMPORARY WALKWAY 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY GLIIIER_411;. N110 7 ES LINES PRIOR TO DEMOLITION. �C�T -,�znr�v�­g Pvws are vyow.,. 7 0"vw 1$30alk �t :�n �n V�� 0 t�v 'he � ns� t7�,e nf.wy-N-v!w; �­e 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL 2, F`-y of 0-ul, gw!.�f­ q La tke *irf :.f i�x, -ye cf�x:rd, ;1 DURING DEMOLITION, SEE GENERAL NOTES AND DETAILS. reftF rndax N.:, C00. re,4,W,,'v1Y 5�xltc zided ap0o�4 0,0 �CcvltP�Xt , Z�A X=,IrV. _r.,. .O tv tt,a- 1� 7'arrpc,,o� wn,* rjri smc�';bt q 4'A i,­ &:tt, a ma—.,,m 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL HE17 '7 ENCR vzd --u15 r�l� 7 �A(, V. J133 FOA,�W DEMOLITION DEBRIS, >trrvt 5*­7V,1;f vv Tv7iPC-,rVfy fww-,yr or;� tx­ u Zi -vz + rw?v.pr�+f.l f,%, C -5,X 5'ra:n 14 THE SIDEef A!A F10,1? A -, r 7 no, h-. PWreqe r,7"ns tn;' 41,117RE 77iW11 613 f 4;.1 4, F,,y S­c,-,ueCV s Typc owr�r,� m- .q�"tx 5. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE sfc,�.,C. P�-, �*p rez'T':Mr ani Wart, ArO2 c' '10 frev "'0 C'vv - r. unz'.x-,l vr u f'('Z',W al 'v"-rs vi ns"to z, ,t, BARRIERS DURING DEMOLITION AND CONSTRUCTION. THESE a, BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CI TY / COLINTY W:�,-k 'S;P 5, 065ru Tvm�r�,,y 'CFrFu w-j !_'F-Vuuvz rvvwol cz�vdr-e oe d-a-f""atte", 0? e a i! f� 41 STANDARDS. q Ir'd wSl, '4�ost m. " 11;zwlll� L�Ab pww'- focalrd �wvz- � cdkx-en't to a cwb W<A "'c—, v r•..a,z .., r.,d� 4 e 0.� rt� f e,* tulrl:!r7,_o ru 6. THE CONTRACTOR SHALL COORDINATE THE 4- ekp TrZjl; '_� tmn" oo S*,l t,� Me P,­'d A,�� opt cf tunv REMOVAURELOCATION OF EXISTING UTILITIES WITH CITY OF WfOFDOTD94PStl� TAMPA. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, PEDESTRIAN CONTROL FOR I loll STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. CLOSURE OF SIDEWALKS 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 8. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 9. REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS AND RECOMMENDATIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE. 10. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH CITY OF CLEARWATER. 11. REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED. SPACING OF POSTS FILTER FABRIC 12. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OFFSITE TO BE 6-10 FEET APART MATERIAL DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT SITE. 14, ALL EXISTING OVERHEAD UTILITIES TO BE RELOCATED (CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY FOUND 518- IRCIV ROO & CAP / NOT LEGIBLE COMPANIES AND CITY OF CLEARWATER) 4 9590, 15. SILT -FENCE TO BE PLACED ON PROPERTY LINE 90 851 TWO STORY MASONRY COMMERCIAL BUILDING / 1130 CLEVELAND SHEET f7N/-WFD fZ OCR ELE VA 770M=39. 8 t' N X N 2' MIN. FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6—INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS Notes: Nevisions: By Appd. Date— :.::p //a ,C. O�CLEARWATER (BCP) MIP MJP OA:28-11 Seal: Project / Client: is / Retail Remodel 1130 Cleveland Street City of Clearwater, Florida Sebastian Dorner P.O. Box 5419 Woodridge, IL 60517-0419 Title DEMOLITION PLAN Project No. —Scale: Date: 11-016-65 AS NOTED 10-25-2010 Drawing No. Sheet Revision No. C-03 3 of 9 Ll X11' 1 HEMIAll ,P s� c�> NOTE: Szos.F ±Ga:FtrisrKCaR::::::: It "23,432:sS.±bfA_StCC)NDrJ.Obf; : F,F. 4M- 40y6NAYD19V 1. CB OF CLEARWATER TO INSTALL NEW 1 WATER SERVICE, AND 611 FIRELINETO THE R.O.W. LINE. : PROJECT AREA= 1.14i ACRES: 2. CITY OF CLEARWATER TO INSTALL NEW SANITARY SEWER SERVICE AND CLENOT. :Z- STEPS::::;:;:r:e: OR BRICK PAVER DETAILS RQOFOVERHANG-: F EXISTENG SEE C.O. CLEARWATER PLANS 7 �. F :.FDC L .TI. : - FlkE•LINE: CLEVELAND STREET FOUND A° CUT NO ::: - ° 1 -SEEP; ; : ; :: : ,AT DE:. :: :::: STREETS PE PHASE II CORNER of CCNCRE7 a3 • s N 85 °55'52" E 402.41' measured 0.68° N TN�y ...... — 1y ✓ D2T wtsr IWO — — "'M C.O. CLEARWATER DESIGN CENTERLINE — —I 5' RED BORDER E:• WHITE - r r: FDC SIGN DETAIL \\ TYPE "D" CURB Slur STANDARD FDC NO PARKING SIGN ON ALUMINUY O " 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE it 3 r ♦i i N i i `i i . i r i x i a 1130 Cleveland Street i ii i Ili Sebastian er Cell (727) 470 -13 P.O. Box 5419 www.synergycivileng.com ? FaIND NAIL AND DISK .:...` PETERSON NO, g SPACE NER OF CONCREtE• SLAB DC 32' NOR 7H 4w .47' FAST project bench mark elevation= 41,19` SQ. +iii �lMIN. ALLOWABLE 000 Q ��� ■�.I COVERAGE 11.072 � A OTHER III mil!MIh�I�.�,IO AREA • It i FT INCLUDES OVERHANGS ;US 'PARKING LOT V.U.A. 29,712 SQ. FT 'TOTAL IMPERVIOUS AREA 3,024 SQ. FT - • 041*11121 i ENCROACHM i f • • Ili�•"��_ii 12-00-- iiij INTERIOR GREEN • v W • . . ! f NS 4. 104 - 1-Mi -1h CLEVELAND '`i ■ III DESIGN .. - 7w p14, ffil-5 C.O. CLEARWATER ... NE CLEVELAND -•t -j- 1•-11 - �y-Cryi ...rr... wry, A11t12- 1�"LI�� 111 ~I�t.• j. DESIGN BY CLEARWATER ryr • x,. i.rD SPACES •. STANDARD SPACES R •Ir i :. i Y�+1 iiEE PARKING DEMAND STUD� � • v �1- �"1�4�����j`I6��I�Iry � ��'?�j�= ��, �T�. y11 ,1.I��.�11�1� ~II -t ��f.. - -1 �- I ;��.�1,11�1 -1•- 1'11111- 'F��''. I� f 1� •��1- �1.,_,- ..- tPNa°•`. MULTi STORY MASONRY PARKING fi-IMI - 1 -I t1 11 11a1 1 GARAGE AND COMMERCIAL `. 111111 11911111 1 111 It1�1- 11- 1111.�N BUILDING UNDER CONSTRUCTION /1100 k " • ` finished floor not poured OPO 6 o T-10 ''RENOV 6. �, .t r,• rk r s NOTE: Szos.F ±Ga:FtrisrKCaR::::::: It "23,432:sS.±bfA_StCC)NDrJ.Obf; : F,F. 4M- 40y6NAYD19V 1. CB OF CLEARWATER TO INSTALL NEW 1 WATER SERVICE, AND 611 FIRELINETO THE R.O.W. LINE. : PROJECT AREA= 1.14i ACRES: 2. CITY OF CLEARWATER TO INSTALL NEW SANITARY SEWER SERVICE AND CLENOT. :Z- STEPS::::;:;:r:e: OR BRICK PAVER DETAILS RQOFOVERHANG-: F EXISTENG SEE C.O. CLEARWATER PLANS 7 �. F :.FDC L .TI. : - FlkE•LINE: CLEVELAND STREET FOUND A° CUT NO ::: - ° 1 -SEEP; ; : ; :: : ,AT DE:. :: :::: STREETS PE PHASE II CORNER of CCNCRE7 a3 • s N 85 °55'52" E 402.41' measured 0.68° N TN�y ...... — 1y ✓ D2T wtsr IWO — — "'M C.O. CLEARWATER DESIGN CENTERLINE — —I 5' RED BORDER E:• WHITE - r r: FDC SIGN DETAIL \\ TYPE "D" CURB Slur STANDARD FDC NO PARKING SIGN ON ALUMINUY O " 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE it 3 r ♦i i SITE DATA i N i i `i i . i r i x i a 1130 Cleveland Street i ii i Ili Sebastian er Cell (727) 470 -13 P.O. Box 5419 www.synergycivileng.com ? FaIND NAIL AND DISK .:...` PETERSON NO, g SPACE NER OF CONCREtE• SLAB DC 32' NOR 7H 4w .47' FAST project bench mark elevation= 41,19` SQ. +iii �lMIN. ALLOWABLE 000 Q ��� ■�.I COVERAGE 11.072 � A i SITE DATA NOTE: * SEE ARCHITECTURAL PLANS FOR ALL PROPOSED EXTERIOR BUILDING & COLUMN DIMENSIONS. UTILITY WARNING NOTE: :�1E Project / Client: i N i i `i i . i r i x i a 1130 Cleveland Street i ii i Ili Sebastian er Cell (727) 470 -13 P.O. Box 5419 www.synergycivileng.com SYNERGY Civil Engineering, Inc. 1 SPACE i THESE PLANS MAY NOT BE COPIED AND /OR MODIFIED lfT WRITTEN PERMISSION SYNERGY CIVIL ENGINEERING, 49,592 SQ. +iii �lMIN. ALLOWABLE 000 Q ��� ■�.I COVERAGE 11.072 OTHER III mil!MIh�I�.�,IO AREA • It i FT INCLUDES OVERHANGS ;US 'PARKING LOT V.U.A. 29,712 SQ. FT 'TOTAL IMPERVIOUS AREA 3,024 SQ. FT - • 041*11121 i ENCROACHM i INTERIOR GREEN 6,568 � CLEVELAND '`i ■ III DESIGN . C.O. CLEARWATER NE CLEVELAND DESIGN BY CLEARWATER ryr • x,. i.rD SPACES •. STANDARD SPACES R •Ir i :. i HANDICAP PARKING iiEE PARKING DEMAND STUD� NOTE: * SEE ARCHITECTURAL PLANS FOR ALL PROPOSED EXTERIOR BUILDING & COLUMN DIMENSIONS. UTILITY WARNING NOTE: :�1E Project / Client: SYNERGY Civil Engineering, Inc. Office / Retail Remodel 3000Gulf to Bay Boulevard, Suite 201 1130 Cleveland Street Clearwater, FL33759 City of Clearwater, Florida Tel. (727 )796 -1926 Sebastian er Cell (727) 470 -13 P.O. Box 5419 www.synergycivileng.com SYNERGY Civil Engineering, Inc. HORIZONTAL I Project No. Scale: Copyright 2007 THESE PLANS MAY NOT BE COPIED AND /OR MODIFIED lfT WRITTEN PERMISSION SYNERGY CIVIL ENGINEERING, INC. 0 COPYRIGHf2007, NOTE: * SEE ARCHITECTURAL PLANS FOR ALL PROPOSED EXTERIOR BUILDING & COLUMN DIMENSIONS. UTILITY WARNING NOTE: :�1E Project / Client: Office / Retail Remodel 1130 Cleveland Street City of Clearwater, Florida Sebastian er P.O. Box 5419 Woodridge, IL 60517 -0419 Title HORIZONTAL I Project No. Scale: Date: 11- 016 -5 AS NOTED 10 -2 -2010 Drawing Nom Sheet Revision No. C-04 4 of CAP NO MULTI STORY MASONRY PARKING GARAGE AND COMMERCIAL BUILDING UNDER CONSTRUCTION /1100 CLEVE' ND STREET finished floor not poured N 89'55'52' E 402.41' measured sN found 518' iron rod & cap p1s11762 milIMMi "wilding omrhang RM KM H M 42 41 40 39 0+00 GRADING LEGEJj EL 0 r14 CD a) kD TYP TYPICAL Cq h U'i "i � Li FINISH FLOOR ELEVATION S/W M EXISTING rn M Vn M 00 M 0 CLEANOUT BUILDING > > > uJ UJI uJ > W > UJI SURFACE STORMWATER FLOW 11-016-65 AS NOTED -J -i UJI ui W ui UJI EXISTING CONCRETE PAVEMENT 40.G- 5y HANDICAP PARKING AREAS PROPOSED GRA 39.G— ------- PROPOSED CONCRETE PAVEMENT SIDEWALK 2.0% PROPOSED ASPHALT PAVEMENT 38. BRICK PAVERS NONNI= EXISTING GRADE 37.G— M 42 41 40 39 0+00 GRADING LEGEJj EL ELEVATION HIP HIGH POINT TYP TYPICAL IE INVERT ELEVATION FF FINISH FLOOR ELEVATION S/W SIDEWALK MEG MEET EXISTING GRADE 0 CLEANOUT PAVING & GRADING & SECTIONS PLAN PROPOSED SPOT ELEVATION ate: SURFACE STORMWATER FLOW 11-016-65 AS NOTED PROPOSED CURB Drawing No. Sheet Revision No. EXISTING CONCRETE PAVEMENT L -J HANDICAP PARKING AREAS PROPOSED CONCRETE PAVEMENT* PROPOSED CONCRETE PAVEMENT SIDEWALK PROPOSED ASPHALT PAVEMENT & SEAL COAT PAVEMENT BRICK PAVERS NONNI= F#EW#1 0+00 0+10 0+20 0+30 SECTION 5-3 SCALE: HORZ. 1"=10' VERT.1*=10' MIS] - ABOVE G - RO - LIND OR - LIND - ER GROUN - D - UTILMES MAY BE IN THE AREA OF I THIS PROJECT-PROCEED WITH CAUTION-CALL'SUNSHINE STATE ONE CALL SYSTEM'AND THE UTILITY OWNERS) BEFORE BEGINNING WORK 1-800-432-4770. (48 HOURS IN ADVANCE) F-- - - -- -- - - - -- —1 MIKE r Civil Engineering, Inc. Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WMTTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC 0 COPYRIGHTZOG7, Revisions: By Appd. Date ,A Seal: Project / Client: Office / Retail Remodel 1130 Cleveland Street City of Clearwater, Florida Sebastian Dorner P.O. Box 5419 Woodridge, IL 60517-0419 Title PAVING & GRADING & SECTIONS PLAN ate: Project No. Scale: 11-016-65 AS NOTED 10-25-2010 Drawing No. Sheet Revision No. C - o %005 5 f 9 1 Flow ` ® Tapped Flag Ball VaLv I 90* Brass E 9 i 0 Replacement base material shall, be approved by the Engineer . per City Article Undisturbed Exist Base W 12' 6® 18` Trench 113' Min, Width Ptln, - Llndistur6ed Trench Varies Side ,, ndlsturbed Trench Side Compacted Compacted Backf ILL BackFILL si i I I ffiff , I CLEARWATER, CITY OF FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ... � - iii "i :• :n iREPLACEMENT . + iii''. *.: , r ii � � � • •`r r r � �.a I a s 2' HOT DIPPED V IZ STANDARD WEIGHT STEEL PIPE -diANDIC"'APPED SIGN DETAIL '• �M�7I� li � +,�r I�ir', EVEL OF TURF/SOD. CITY OF - FLORIDA WORKS PUBLIC r • ENGINEERING r TYPICAI. VALVE SEiTDNG d Adjustabt Valve fox o Water Main ecl•1® Joint Vat Restraining Joint ,s HANDICAPPED a+s INDEX No. 114 CONC. W P DO P DOWN C. WALK SEE INDEX No. 104 INDEX NO. 1 All pavement markings to be thermoplastic. r :•'ra' .,r r NFPA —1 CHAPTER 18 18.3.4.3 III®-- - V-0. r • r �r r r r � " ' NOT DIPPED GALVANIZED rANDARD WEIGHT STEEL PIPE CONCRETE FINISH •.- OF .": LEVEL ABOVE WITH A SLIGHT RAISED WASH APPROXIMATELY 1/2* LEVEL OF Or CITY OF CLEARWATER, FLORIDA PUBLIC WORKS A r t CITY OF •` r WORKS PUBLIC r I • ENGINEERING r • • 1! Mil CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT i is w•! • *.. � i � r it , 4,g0 oc it I&IL I �Ill�i�lL�:.iW����(eIII )I 300OGulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Modified and Valley Gutter Curbs Tel. (727 )796 -1926 Cell 470 M .,.`" ==== SYNERGY join exist back of curb Civil Engineering, Inc. 'R' LENGTH IN FEET ;•'. . n ® -,.: ®. • 6 Back of Curb 3000 psi Conc 4 this Constr. r thick at driveways with 6x6 #10 ENGINEERING welded wire mesh. See note 7. Remove to 1/2" Expansion Joint even joint or RE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT i is w•! • *.. � i � r it , 4,g0 oc it I&IL I Copyright t! THESE PLANS MAY NOT ,.. i , i. ,. MODIFIED BE PERMISSION WITHOUTWRITTEN -i SYNERGY CIVIL ENGINEERING, INC, OCOPYRIGHT2007. Revisions: By Appd. Date 3 '6\ S Civil Engineering, Inc. o" 'M "g 300OGulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Modified and Valley Gutter Curbs Tel. (727 )796 -1926 Cell 470 (727) -13 .,.`" www.synergycivileng.com SYNERGY join exist back of curb Civil Engineering, Inc. Copyright t! THESE PLANS MAY NOT ,.. i , i. ,. MODIFIED BE PERMISSION WITHOUTWRITTEN -i SYNERGY CIVIL ENGINEERING, INC, OCOPYRIGHT2007. Revisions: By Appd. Date 3 '6\ Nj Conc. Sidewalk r91 ALI ! /Ir"n ►t E 0 F c o o 4' Min Residential Street 1' City R/W Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut a 5' Min Arterial Street 2' County R/W or Remove entire Curb and Replace as Part of Sidewalk Ramp. IS 1/4" per Foot Modified and Valley Gutter Curbs CITY OF CLEARWATER, FLORIDA join exist back of curb PUBLIC WORKS ADMINISTRATION 12" - Textured Surface 1" Max Slope ;•'. . n ® -,.: ®. • 6 Back of Curb 3000 psi Conc 4 this Constr. r thick at driveways with 6x6 #10 ENGINEERING welded wire mesh. See note 7. Remove to 1/2" Expansion Joint even joint or RE Office f Retail Remodel DATE 1130 Cleveland Street SECTION A —A SECTION B-13 City of Clearwater, Florida orBY avo 7192 1. Provide tooled joints at distances matching the width. Also 8. Ramps shall have a tactile surface, textured to a depth not 1 4/8/02 Rev. Notes exceeding 1/8" by use of tamp or roller in conformance with RC q;E BY WHEEL STOPS INDEX Na OOClridge, IL 60517 -0419 of sidewalks as shown, contact the Engineering Division for Detail 304 or most recent modifications alternate location. REINFORCED CONCRETE 117 Title REV. DATE PTIaN APP. DE BY R.C.S. 1 OF 1 CITY OF CLEARWATER, FLORIDA sidewalks or driveways without specific approval of the City Engineer. .ii f 4/4/a2 Transition NOTE° wings only if Side "slo es Re uire. Remove Curb if Existing 5. All concrete shall be 0 psi min. 0 28 days, with fiber 3 Exist Conc Drive Ra ENGINEERING 12" 12,® mesh reinforcing. Back of Curb 2 Max Slope l B1 1" Max Slope RR d. Non —slip surface require— 1 °g3 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6 /1Dx10 .......... meets, see Nate 8. modified curb cut :. :... CHECKED BY CONSTRUCTIQN AND Seal: welded wire mesh reinforcement. 1/2" Exp. Joint 1 /2" Exp. Joint 6" RAMP RAMP DETAIL TYPICAL DRIVEWAY CROSS SECTION Property R.O.W. Line DESIGNED BY Nj Conc. Sidewalk r91 ALI ! /Ir"n ►t E 0 F c o o 4' Min Residential Street 1' City R/W Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut a 5' Min Arterial Street 2' County R/W or Remove entire Curb and Replace as Part of Sidewalk Ramp. IS 1/4" per Foot Modified and Valley Gutter Curbs join exist back of curb 12" - Textured Surface 1" Max Slope ;•'. . n ® -,.: ®. • 6 Back of Curb 3000 psi Conc 4 this Constr. r thick at driveways with 6x6 #10 Project Client: welded wire mesh. See note 7. Remove to 1/2" Expansion Joint even joint or an sawcut Office f Retail Remodel 1130 Cleveland Street SECTION A —A SECTION B-13 City of Clearwater, Florida NOTES: Sebastian in C 1. Provide tooled joints at distances matching the width. Also 8. Ramps shall have a tactile surface, textured to a depth not place expansion joints at driveways exceeding 1/8" by use of tamp or roller in conformance with P.O. Box 5419 2. If some physical obstruction exists which prevents the placing requirements of FDOT Roadway and Traffic Design Standards. OOClridge, IL 60517 -0419 of sidewalks as shown, contact the Engineering Division for Detail 304 or most recent modifications alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or Title driveways. 4. No coatings of any kind will be permitted on concrete CITY OF CLEARWATER, FLORIDA sidewalks or driveways without specific approval of the City Engineer. PUBLIC WORKS ADMINISTRATION WATER DETAILS 4/4/a2 5. All concrete shall be 0 psi min. 0 28 days, with fiber 3 RoY. Ra ENGINEERING mesh reinforcing. 2 1/85 oddd note RR d. TYPICAL SIDEWALK 1 °g3 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6 /1Dx10 1 11/03 modified curb cut JwR CHECKED BY CONSTRUCTIQN AND INDEX Na 109 welded wire mesh reinforcement. T. RAMP RAMP DETAIL Project N ®. Scale: Date: DESIGNED BY REV. DATE DESCRIPTION ,, C.M.H. 1 C7F 11- 016.65 AS NOTED 10-25-2010 Drawing No. Sheet Revision No. C-06 6 of Cp 1< (03 <Z C3 MULTI STORY MASONRY PARKING GARAGE AND COMMERCIAL BUILDING UNDER CONSTRUCTION /1100 CIE�ELAND SWEET 5nished floor not poured ABOVE GROUND OR UNDER GROUND UTILITIES MAY BE IN THE AREA OF BE AR OF E STATE ONE NN,NGw SHIN: ORK THIS PROJECT-PROCEEDWrrH CAUTION-CALL 'SUNSHINE STATE ONE — CALL SYSTEW AND THE UTIIJTY OWNERS) BEFORE BEGINNING WORK — 1-800-432-4770. (48 HOURS IN ADVANCE) M32-1-M 'M 4 It 4i mIuml j"IMMININ, RM Rfft I tZe- 1 27- rt W%11 I A B I I PA A 1z P—W I I 10 2 PRIM 111 K I A Ri 2 V-1-4 a I a I a 1z) • SQ.FT. p.m. W+m4=rfi -01 on a a A: I . L 7 oject No. 11-016-65 Drawing No. L-1 Scale: Date: AS NOTED 10-25-2010 Sheet Revision No. 7 of 9 1 N. n" 5Z EXISTING SOIL-F I Mi \ I TREE PLANING S TAKII"N'G DETAIL (TREES LARGER THAN #10) WATER RING PROVIDING A WATER COLLECTING BASIN FOR #15 OR GREATER ONLY MULCH 3" FROM TRUNK ----------- 3" DEEP MULCH LAYER —1/2 TO 2 DEEP FQ R GROUNDCOVERS AND ANNUALS). ffllslJ i�° 1. WATER RINGS ARE TO BE 5' IN DIAMETER IN ORDER TO EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THE PLANT. MT ilelalill Rol M- MIN issuance of a certificate of occupancy. In the event there are any changes to the approved landscape plan, such changes must be reviewed and approved and noted on the plan poor to notification for the final inspection for a certate of occupancy. 101 10106-011611INW116 -low, IN C. Trees which are balled and buriapped must have the buriap removed or folded down at the time of planting. All twine or rope must be removed. If wire baskets are used, the upper rows must be cut before planting. If stakes or guy wires are used to support a tree, the wire must be covered with protective matedal where it is in contact with the tree and the stakes or guy wires must be removed after one year. E. Landscaping shall be installed in a manner which minimizes conflicts between the 4 -iandscaping and signage and utilities. F. Soil in which required landscaping is to be installed must be generally indigenous to the 'ocale. Soil must be loose, friable and free of limestone and other construction matedals, mad — %ase material rocks, weeds, sses, liig .. 11,er debris. DLak9LU=2Qk11k= *],1 #141 1- sit root balls to prevent any air pockets. The use of amended and endched soils may be required where necessary to increase the water retention capabilities of soils in order to reduce the v mount of watering needed to meet the landscaping's water requirements. G. To minimize traffic hazards, at street or driveway intersections, all landscaping installations ,"st �m@v4e-uA44sWcte-t ix-&.-(� 3- flivision 9. H. The owner and tenant, if any, are jointly and severally responsible for the regular and continuous maintenance and protection of all required landscaping, including the inigation system, which shall be maintained in a healthy growing condition so as to present a neat and 4irdedy appearance, free from refuse, debris and weeds. tedestrians. 2ccordance with the appmved landscape plan, N. All onsite plant matedal delivedes shall take place on Monday through Friday only unless otherwise directed by the engineer. The contractor shall furnish plant materials free from insects, diseases, parasites or harmful toxic chemical substances from point of origin. The contractor shall ensure that all plant matedal is delivered onsite undamaged from transportation or digging operations. The engineer shall reject any matedal that has been damaged or rendered unacceptable due to relocation or transportation from point of origin. All plant material shall be protected from sun, wind and other damage during delivery. All plant matedals shall be available to be inspected by the engineer prior to planting. 0. The contractor shall be responsible for all watering required for the establishment of plant materials. The cost of water and its application shall be included in the cost of plant materials. P. Stake tree • plant locations as indicated • the drawings prior to digging pits, making all necessary adjustments for approval by the engineer. 0. Job conditions: protect existing buildings, walks, walls, paving, piping, and other items of construction from damage. All damage shall be repaired to the satisfaction of the engineer, at no cost to the client. Contractor shall be responsible for all unauthorized cutting or damage to existing trees and shrub/groundcover within or outside the limits of work as identified on the drawings. This includes, but is not limited to, damage caused by operation of equipment, stockpiling of materials, careless labor, or other contmctor activities. This shall include compaction by driving or parking inside ddp-line of trees or the spilling of oil, gasoline, or other deleterious materials within the drip line of trees. Trees killed or damaged (so that they are misshapen and unsightly) shall be replaced at a cost to the contractor. T1. Fertilizers for trees and shrubs: a commercial granular fertilizer containing 5 percent nitrogen, 5 percent phosphorus, and 2 percent potassium. For palm trees: a commercial gi-anular fertilizer containing 12 percent nitrogen, 4 percent phosphonis, and 2 percent potassium. 0. Pre-emergent herbicide: apply pre-emergent herbicide on top of soil at the manufacturees ,recommended rate. Do not mix into the soil. Do not apply pre-emergent chemical on plant material leaves. Apply poor to mulching. R. Mulch within one week of the planting. Mulch material shall be uniformly applied to a minimum wetted depth of 3 in. over the entire area of the backfilled hole or bed. The exceptions 2re the groundcovers and annuals which shall have 1-1/2 in. to 2 inches. The mulch shall be maintained continuously in place until the time of final inspection. Mulch shall be fine ground -ecycled mulch fmm Pinellas County Solid Waste. S. Watering shall be performed in a manner that provides sufficient moisture for optimal plant growth for individual sizes and types of plants. The moistened condition shall extend to at least the full depth • the rooted zone. The watering of plant material is recommended at the following rates: 1 -gallon container plants - 5 gallons each watedng/plant7, 3-gallon container plants - 10 gallons each watering/plant; 30 - 100-gallon container plants - 30 gallons each wateiring/plant; palms - 20 gallons each watering/plant the frequency of watering based upon soil and climatic conditions during the establishment pedod. LAM111 gill 11-m- 1111,!ffillgan 03,21-31M RM Revisions: By App. Date ffl- Project / Client: THESE PLANS MAY NOT BE COPIED AN PD MOD16iD WITHOUTWITEN PERMI%1" i " too... SYNERGY CIVIL ENGINEERING, INC.-O" YRIGHT2007. City of Clearwater, Florida Sebastian Dor P.O. Box 5419 Woodridge, IL 60517-0419 MICHAEL!. PALMER, P.E. Lle%,NIDPP3743 NOT VALID UNLESS SIGNED i CmBosS-EQ -o?, t,`� v BY A REGISTERED ENGINEER Date: SYNERGY CIVIL ENGINEERING , INC. 10-25-2010 CERTIFICATE OF AUTHORIZATION No17692 Revision No. Project / Client: Office / Retail Remodel 1130 Cleveland Street City of Clearwater, Florida Sebastian Dor P.O. Box 5419 Woodridge, IL 60517-0419 Title LANDSCAPE DETAILS Project No. Scale: Date: 11-016-65 AS NOTED 10-25-2010 Drawing No. —Sheet Revision No. L-2 8 of 9 1 REMOVE ASPHALT, CURBS A, N co - ; I , I ; i ; \ , X X. % J V ;X A . I L--POLE TO REMAIN SAW CUT LINE to "d 5/d, UP 30+' SAW CUT LIN� REMOVE PLANTER 74" LINES PRIOR TO DEMOLITION. 7LANTER 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL Copyright 2007 LIMITS OF DEMOLITION GV APR 04 ?oil REMOVE 4, THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL THESE PLANS MAY NOT BE COPIED AND /OR MODIFIED WITHOUT WRITTEN PERMISSION FROM �1)7 !.0 GV DEMOLITION PLAN 0 69' A "Y TH SAW CUT LINE 27 Ar.;7 TO BE REMOVED STANDARDS, % 6. THE CONTRACTOR SHALL COORDINATE THE CONCRETE PAVEMENT REMOVAL/RELOCATION OF EXISTING UTILITIES WITH CITY OF Consultants TAMPA. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, TO BE REMOVED STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. ARCHITECT 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR 2 TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS Dan Draper Architect, LLIC SILT FENCE/SEDIMENT BARRIER 8. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL 770 Magellan Drive EXISTING SURFACE FLOW ARROW 11,1, 0 9 Sarasota, Florida 34243 EXISTING TREE A TO BE REMOVED REMOVE ASPHALT, CURBS A, N co - ; I , I ; i ; \ , X X. % J V ;X A . I L--POLE TO REMAIN SAW CUT LINE to "d 5/d, UP 30+' SAW CUT LIN� �, J A L J4 f) i A-1 REMOVE PLANTER 74" LINES PRIOR TO DEMOLITION. 7LANTER 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL Copyright 2007 LIMITS OF DEMOLITION GV APR 04 ?oil REMOVE 4, THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL THESE PLANS MAY NOT BE COPIED AND /OR MODIFIED WITHOUT WRITTEN PERMISSION FROM �1)7 !.0 GV DEMOLITION PLAN 0 69' A "Y TH SAW CUT LINE 27 Ar.;7 TO BE REMOVED �, J A L J4 f) i A-1 rz)4 7' ze R O<E 04 f) 66 > eiff W\O 2' MIN. SPACING OF POSTS TO BE 6-10 FEET APART FILTER FABRIC MATERIAL PROPOSED REMOVE PLANTER 74" LINES PRIOR TO DEMOLITION. 7LANTER 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL Copyright 2007 LIMITS OF DEMOLITION GV APR 04 ?oil REMOVE 4, THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL THESE PLANS MAY NOT BE COPIED AND /OR MODIFIED WITHOUT WRITTEN PERMISSION FROM DEMOLITION DEBRIS. GV DEMOLITION PLAN ASPHALT PAVEMENT �MM SAW CUT LINE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY/COUNTY TO BE REMOVED STANDARDS, Drawing No. Sheet 6. THE CONTRACTOR SHALL COORDINATE THE CONCRETE PAVEMENT REMOVAL/RELOCATION OF EXISTING UTILITIES WITH CITY OF Consultants TAMPA. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, TO BE REMOVED STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. ARCHITECT 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR 2 TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS Dan Draper Architect, LLIC SILT FENCE/SEDIMENT BARRIER 8. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL 770 Magellan Drive EXISTING SURFACE FLOW ARROW 11,1, 0 9 Sarasota, Florida 34243 EXISTING TREE A TO BE REMOVED ACCORDANCE WITH THE REGULATORY STANDARDS AND Ph- (941) 321-9242 e-mail: danarc@verizon.net RECOMMENDA'FIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE, 842 TREE NUMBER SURVEYOR Abyss Group, Inc. 10. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH V sp CITY OF CLEARWATER rz)4 7' ze R O<E 04 f) 66 > eiff W\O 2' MIN. SPACING OF POSTS TO BE 6-10 FEET APART FILTER FABRIC MATERIAL PROPOSED LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL Copyright 2007 LIMITS OF DEMOLITION P.O. Box 5419 APR 04 ?oil SITE BOUNDARY LINE 4, THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL THESE PLANS MAY NOT BE COPIED AND /OR MODIFIED WITHOUT WRITTEN PERMISSION FROM DEMOLITION DEBRIS. SYNERGY CIVIL ENGINEERING, INC. 0 COPYRIGHT 2007, DEMOLITION PLAN ASPHALT PAVEMENT �MM Project No. Scale: BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY/COUNTY TO BE REMOVED STANDARDS, Drawing No. Sheet 6. THE CONTRACTOR SHALL COORDINATE THE CONCRETE PAVEMENT REMOVAL/RELOCATION OF EXISTING UTILITIES WITH CITY OF Consultants TAMPA. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, TO BE REMOVED STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. ARCHITECT 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR 2 TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS Dan Draper Architect, LLIC SILT FENCE/SEDIMENT BARRIER 8. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL 770 Magellan Drive EXISTING SURFACE FLOW ARROW 11,1, 0 9 Sarasota, Florida 34243 EXISTING TREE A TO BE REMOVED ACCORDANCE WITH THE REGULATORY STANDARDS AND Ph- (941) 321-9242 e-mail: danarc@verizon.net RECOMMENDA'FIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE, 842 TREE NUMBER SURVEYOR Abyss Group, Inc. 10. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH V sp CITY OF CLEARWATER CITY OF CLEARWATER. 6681 Catalpa Drive DEMOLITIOM NOTES R." New Port Ph (727) Richey, Florida 34655 - 375-7971 4) BE DEMOLISHED, rx- 6) (727) 375-7981 1. CONTRACTCR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT e-mail: gregwhite9@yahoo.com WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE 14, ALL EXISTING OVERHEAD UTILITIES TO BE RELOCATED NOTED. (CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY Notes. COMPANIES AN D CITY OF CLEARWATER) 15. SILT FENCE TO BE PLACED ON PROPERTY LINF c. CONS CT OR 1 %J F-0 IMDUOn AND PROPERLY FLAG PROPER I T LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL Sebastian Dorner DURING DEMOLITION, SEE GENERAL NOTES AND DETAILS, P.O. Box 5419 APR 04 ?oil Woodridge, IL60517-04 9 4, THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL Titl e DEMOLITION DEBRIS. 5. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE DEMOLITION PLAN BARRIERS DURING DEMOLITION AND CONSTRUCTION. THESE Project No. Scale: BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY/COUNTY 11-016-65 AS NOTED STANDARDS, Drawing No. Sheet 6. THE CONTRACTOR SHALL COORDINATE THE C-03 .3 of 8 REMOVAL/RELOCATION OF EXISTING UTILITIES WITH CITY OF TAMPA. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, Revisions- HN STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR 2 TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED, 8. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL 0 TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 11,1, 0 9 9, REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS AND RECOMMENDA'FIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE, Submitted: 10. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH V sp CITY OF CLEARWATER CITY OF CLEARWATER. 3) 11. REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO 4) BE DEMOLISHED, 6) 12. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OFFSITE DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT SITE. 14, ALL EXISTING OVERHEAD UTILITIES TO BE RELOCATED (CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES AN D CITY OF CLEARWATER) 15. SILT FENCE TO BE PLACED ON PROPERTY LINF 40 FOR ADDIT10NAL STRENGTH FILTER FABRIC M O ATERIAL CAN BE ATTACHED T A 6-INCH (MAX) MESH WRE SCREEN MICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS By Appd, Date 111111TARM Project / Client: Office / Retail Remodel 1130 Cleveland Street Sebastian Dorner P.O. Box 5419 APR 04 ?oil Woodridge, IL60517-04 9 Titl e V- �0 T' DEMOLITION PLAN Project No. Scale: Date: 11-016-65 AS NOTED 10-25-2010 Drawing No. Sheet Revision No. C-03 .3 of 8 17 .3 i SURVEY NOTES /REPQRT SUR W 'YOR!5 REPOR T "NDARYAND 70POGRAPHIC SURVE-r LEGAL DESCRIP7701V; Z UNDERV ROUNDUTILFFIF:ZS,U-UUNUAIIUN,'iUK UtMhK ZSlKUUlUKr,i VTr-Kr. MA LOCATED ON THIS SURVEY. S. UTILITY LOCATIONS,WERE LIMITED TO ASOVEGROUND \nSIBLE EVIDENCE I.E. PAINT SAWAR Y _q'NU MAMY= RAI V "AVCW-31 0* MAIRJONGS AND FLAGS ESTABLISHED BY OTHERS. C; GREGORY D. WHITE PA PROFESSIONAL LAND SURVEYOR 0 PROFESSIONAL LAND SURVEYOR NO, 4466 Z Rio r 07 STATE CIF FL DA r. 0 cc 16- NOTE• 7? Vs survey mop and report ore not valid without the signoture and the or;g1nol raised scol of a Florida Licensed Surveyor and Mapper Additions or deletions to survey mops or reports, by other thon the signing party or parties is prohibited without the written consent of the signing party or parties. The electronic, version of this drawing is intended to be used by other project consultant team members as a base mqp. upon which they will add their design of the proposed improvements. 10 SIE, SYMBOLS LEGEND C 8 + Aerial Target = Monitor Well Air Release Valve Parking Meter Bench Mark aw_s - Reclaimed Water Point Stripe Back Flow Preventor G2 = Reclaimed Water Box A - Reclaimed Water Valve Cable TV Point Stripe CE = Cable TV Box (3) - Sanitary. Sewer Manhole ,q = Cable TV Pedestal 0 - Sanitary Cleanout Q - Commurilcatlons Morihole _q!tM- Sanitary Sewer Point Stripe * - METAL LIGHT POLE = Section Corner a = Concrete Post I Siamese Connection LEGEND Metal Ught, Pole M Sign (Z - Drainage Manhole +/- = Plus or Minus more or less) Min V/C = Vertical Curb CE - Electric Box ME - Sprinkler Control Box 7 - Sprinkler Head AC 13 0 SOT F183ILDG" = Acres = Bottom of Box 8 M /L TLSP = Metal Landing t Si = Traffic Light Signal Pa"! ,g 'of - Electric Manhole aM - Dectric Tranaforrw Steel Transmission Pole BFP = Backflow, Pre for LS = Corporate Certificate Number Power Point Stripe X== Storm Water Point Stripe LO Building LS "I L" ur'evcir = Professional Land Surveyor -M_- Underground Cable Marker Bo (C) Blawoff = Calculated Data MES = Measured Date - Mitred End Section = FPC Pedestal Fire Hydrant ME - Traffic Signot,Box CBS Concrete Black Structure MH - Manhole Flog Pole MM - Traffic Signal Pole CCR = Certified Comer Record MIP - Metal Light Pole Jos- Gos'Une Marker Q6 - Water Slow Off Valve C/C CLF - Covered Concrete -,Chain fame Fence MP NIC = Metal Pipe = No cap G4s; Filler Cap - Water Line Point Stripe CSW = Concrete Sidewalk NTS - Not To Scale Gas Valve Ul Water Meter CONC - Concrete O/A = Overall GM - Gas Meter Box Water Valve C/S - Concrete Slab Doto per Description OHW OR - Overhead Wires = Official Record Book = G I as Una: Point Stripe well fJD Deed Book ps = Plot Book - her Tortoise Hai! c�lb' - Wood Utility Pole D/W, = Driveway PLED - Pinellas County, CrigInecring - Grate inlet - Wood Light Pole E/P - Edge of Pavement Department, - Telephone Manhole 0 - Wood Post/Pole EOP F/C = End of Pipe = Fence Comer W) P Page- (a) =Property Line - Telephone Pedestof = Wood Transmiiiision Pole F = 'Found Concrete Monument RCW - Reclaimed Water = Telephone Marker 10 4*x4* (AGI L87696) Unless R/W = Right•of-way - Guy Wire Slh- Noted Son. = Sanitary = Light Pole * I = Point of Elevation FHA = Fire Hydromt SEC. - Section EM = Mail Box 2&2' - Calculated 01menslon from Structure FJR� Found lronRod & Cap ,3 /B® ST = Storm 0 =Metal Poe to Boundary R[ght-of-Way Line B7696) Unless Noted SIR = Set Iron Rod. 5/4' Cop, FND =Found (LB7696) FN&O = Found NoR & Disc (AGI' L87696) SNkO = Set"Noil & Disc (LB7696) Unless Noted SR&D - Set Rivet & Disc (LB71696) pop ound Open dipe S/W = Sidewalk Fpp = Found Pinched Pipe TOB = Top, of Bank F/T = Fence Tie TYR = Typical TREE SYMBOL LEQENQ GE Grate Devotion U/G = Under round Grate � Inlet TOP Top all Pipe Australian Pine Tree 61 Hickory Tree T Telephone = Water I Line i& = Bay Tree 13 Holly Tree GV = Gate Valve WP Wood Light ,Pate - Bottle Brush Tree 0 r Jacaranda Tree DCVA - Double Check Valve Assembly WIMP = Wood Power Pole - Block Cherry Tree Loquat Tree H/W = Headwall W/V = Water VdIve, - Banana' -tree magnolia Tree IRCV = Irrigation Contro Valve l Val Box xi Vinyl Fence - BnO7111 1 66 Pepper Tree = Mople Tree IE M/F = Invert Elevation = Metal Fence W/F FF Wood Fence: Lowest Floor Elevation 0 ul sh 12 Mimosa Tree EDP End of Pipe EL QeVctidn Camphor Tree, I Mulberry Tree ESNIT = Easement STY Story Cad, or Tree Myrtle Tree ERCP - Elliptical Reinforced Concrete PVC Polyvinyl Chloride Pipe I - chiricbeyy Tree 49 - Oak Tree Pipe -ADS = Plastic pipe Citrus Tree - Palm Tree TBM = Temporary Benchmark L/A , , Landscape Area = Cherry Tree Q - Pine Tree Data per Plot ECMP - Elliptical Corrugated Metal Pipe Cypress Tree = Fork Tree = Landscape ndscape Timber RCP - Reinforced Concrete NO Dead Tree =Sweet. Cum Tree RE - Rim Elevation MHR = Metal Handrail Elephant Ear Tree, - Sycamore Tree TVCA - Coble Television TCS Traffic Control Signal. Box Eucalyptus Tree - Unknown Tree MIM C/o = Water Meter - Cleanout UNK, COV� = Unknown Covered, Elm Tree - Willow Tree a-- - 116M %ALf., U­* = Evergreen Tree 4D w Shrub M POINT.OF COMMENCEMENT NOR THTA S T CORNER OF L C RLOCK nA." BASSADENA 5418DIWSION PLATBOOK 6, PAGE 26 mane SA, 4.47 .op I . _e 40 X --------- ere, we C.;-=off-� ajnq�n U) PA 0 Z Rio r 07 UJ r. 0 cc 16- V tz 0 C z cli Ck F g in 10 SIE, C 8 z 10110 Z_ z z W al z z 0 UJ WIND