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2450 DREW STTree Evaluation: 0 Joe DiMaggio Field CTS Clearwater, Florida i Prepared b P � Y � Alan Mayberry Consulting Arborist (—D Prepared for: o Leroy Chin, Landscape Architect City of Clearwater Parks Department } 'l Clearwater, Florida July 26, 2008 �p Overview: X The following report is an assessment of the overall condition rating of 17 trees growing x. at the Joe DiMaggio Sports Complex at the northwest intersection of Drew Street and Old Coachmen Road in Clearwater, Florida. The purpose for the assessment is to determine which trees have sufficient health, structure and form to warrant the cost of transplanting them on site. The trees , are rated per the criteria described below under tree inventory data. Following the inventory I will have comments in the conclusion section relative to my recommendations regarding the proposed tree transplanting project. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. The tree inventory lists five 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 a tag on the tree that identifies the location of the tree in the field. f 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. 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. Crown spread — The crown spread represents the average spread of the outer dripline and is attained by measuring the widest point of the crown and the shortest distance and calculating the average between the two. 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, appearance 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 areas 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 - 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 iii . 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. Tree Inventory This tree inventory was conducted on July 26, 2008 NOTE: Trees #401 -413 are located within a green space between a shell parking lot to the south and soccer fields to the north. Trees #414 -417 are located within a green space situated between a baseball field and a soccer field that is approximately 100' wide. NOTE: The tree identification numbers listed below correspond to aluminum tags that are nailed to the tree on the north side of the trunk at 5' above grade. NOTE: Trees #401 — 413 have an overhead utility wire running through the crown which as noted above .would. have to be removed if the trees are transplanted. If they remain in place they will: so require pruning in the trees' crowns to accommodate the wire. Tree # Size Species Crownspread Rating 401. 15" live oak (Quercus virginiana) 37' 3.5 Comments: Tree # 401 has a live crown ratio of 70% and the crown density is very good. This tree has a large quantity of surface roots to the north, south and west. Several of the roots have scars and open wounds from lawnmower damage. It appears that the roots grew over the top of either a wire basket or more likely artificial burlap with trunk wrapping. Some of the roots were. misdirected due to the container and have grafted onto other roots. The structure is good and the tree is healthy. As mentioned in the general recommendations the area beneath the root plate should be excavated with an air spade to determine if there are detrimental girdling roots that will cause future problems. If the root system checks out to be sound this tree could be transplanted. 402.. 12" live oak 31' . ` 3.5 . Comments: Tree. #402' has a live crown ratio of 70% and the crown density is very good._ The. structure is very good also. This tree also has wounds and scarring on the surface. roots which appear similar to tree #401 and has roots that have grafted to each other due to the peculiar quantity of erratic surface roots. This tree is healthy with. good structure and could be transplanted if the root system checks out to be sound after excavation. 403. 15" laurel'oak (Quercus laurifolia) 35 2.5 Comments: Tree #403'has a live crown ratio of 75% and has excellent crown density. The trunk has a uniform buttress and the root plate forms a tight mass of surface roots that are' exposed but they enter fully into the soil a few feet from the trunk. ' The downgrading factor of this tree is the structure. The tree has three'. flush cuts approximately 6' above grade that have coalesced causing internal decay evidenced by trunk cankers. The tree forms codominant scaffold branches at 8' above grade two 'of which have included bark. The structure of this tree will get worse as the tree grows and additional branches become included. This tree is healthy but poor structure precludes it for consideration for transplanting. . 404. - 10 laurel oak 25' 2.0 Comments: This tree has a live crown ratio and the crown density is excellent. The tree has surface roots that are wounded and scarred and also produces a few small girdling . roots. In addition, the tree has 2" of shell /soil fill on the south side but this has not caused a problem as yet. The tree has poor structure. The'tree produces several codominant scaffold branches at 6' above grade most of which are included. The tree has very good systemic health but poor structure and should not be considered for transplanting. 405. 8" laurel oak 16' 3.6 Comments: This tree has a live crown ratio of 60% and the crown density is very good. There is a wound 4" in length on the north side of the trunk at 3' above grade which is not causing a problem at this time and the tree should be able to compartmentalize it. The tree has surface roots with open wounds and scarring and a few roots that girdle other roots a few feet from the trunk. These could be repaired manually. The trunk forms codominant scaffold branches 5' above grade which have a u- shaped crotch and are not included. This tree is an above average tree but is not recommended for transplanting as the laurel oak does not store up energy as efficiently as a live oak tree and does not transplant as well as a live oak. The acclimation period is longer and the attrition rate is higher in laurel oaks. Consequently, laurel oak trees will not be recommended for transplantingin this report. 406. 20' live oak 45' 4.0 E Comments: This tree has a live crown ratio of 75% and has very good crown density. The crowns very slightly irregular. The tree has a few surfaceroots and grafted roots but this factor is i»i»irnal. The structure is good as the trunk forms codominant scaffold branches 4' above grade but it has a u- shaped crotch which is a strong connection and this pattern tends to be repeated throughout the canopy. This tree is a good overall- tree with very good systemic health and structure and could be transplanted as it is one of the best site trees. 407. 16" laurel oak 34' 2.5 Comments: This tree has a live a live crown ratio of 70% and very good .crown density. This tree has an abundance of surface roots with wounds, scarring and grafted roots. The tree, has very good systemic health as evidenced by shoot growth at the tips. However, the structure is below average. The trunk has a flush cut on the south side 4.5' above grade that 'has caused a canker. 6' above grade the trunk 'forms an unequal codominant that is just becoming included, a condition which will exacerbate as the tree grows. This tree is not recommended for transplanting. 408. 12" laurel oak 24' 2.5 Comments: This tree has alive crown ratio of 70% and excellent crown density. This tree has an abundance of surface roots with wounds, scarring and grafted roots. The trunk is asymmetrical on the west side where it does not produce a trunk flare and there is no visible evidence of structural roots. It would require an air spade excavation to determine the status of anchorage roots on this side of the tree. This factor could have been caused by the container or root ball casing that caused roots to be deflected. The crown structure is poor as the trunk forms four codominant scaffold branches 7' above grade. The branches are not codominant at this time but the structure is poor due to the number of scaffold branches emanating from one area. This tree is not recommended for transplanting. 409. 41'5 3 ", 2 ", 2" laurel oak 8' 0.5 Comments: Tree #409 is a small laurel oak with severely poor structure due to four basal codominant trunks. This form is the weakest structure and most prone to fail. Recommend removal. 410. 15" laurel oak 32' 2.0 Comments: This tree has a live crown ratio of 70% and excellent crown density. Tile structure is very poor as it forms three codominant scaffold branches with deeply included ' bark 6' above grade. The upper crown structure is also poor as the tree continues to produce genetically generated v- shaped crotches. This tree is very "healthy but with extremely poor structure it is not recommended for transplanting. 411. 22" live oak 45' 3.5 Comments: This tree has a live crown ratio of 70% and very good crown density. The tree produces surface roots indicating a problem with the original containers. As previously noted the structural root area will need to be excavated to determine if there are. damaging girdling roots. The stricture is good and the form is attractive. The _ tree produces u- shaped crotches uniformly throughout the crown. A telephone pole has been used as a curb stop for this tree and is located a foot from the trunk. The tree has had a considerable amount of shell based soil fill placed over its root system on the south side which will have to be removed from the root ball" if the tree is transplanted and should be removed it remains. This tree is a candidate for transplanting after a root excavation is completed and determination is made that the root system is not defective. 412. 12" laurel oak 22' 2.5 Comments: This tree has alive crown ratio of 65% and the crown density is very good. This tree has an attractive crown and is very healthy but has been downgraded due to the structure. The trunk forms three scaffold branches at 4.5' — 5' above grade. Two of the branches have a deeply included crotch with a pronounced seam. The crotch has a trunk canker associated with it. The remainder of the structure is good but the main fork is defective and will become worse in the future. This tree is not recommended for transplanting. 413. 12" laurel oak ` 26' 2.5 Comments: This tree has alive crown ratio of 60% and has excellent crown density. The structure is below average. This tree has from P -3' of fill on the south side of the tree. The fill has been placed .recently and would have to be removed if transplanted or preserved in place. NOTE: Trees #414 — 417 are growing together in a group and the crown of each tree is slightly restricted on the side where it is in contact with an adjacent tree. The crown -of one of these trees may be somewhat irregular if transplanted but would eventually develop a full crown on the impacted side. 414. 22" live oak 50' 3.0 Comments: This tree has a live crown ratio of 75% and very good crown density. The tree has below average structure as the trunk develops two large scaffold branches 7' above grade that are included. The inclusion is on the east side of the crotch but it does not go through to the west side. This tree has no semblance of a central leader. The tree is healthy and has an attractive crown but should only be preserved or transplanted if the crotch is braced together per ANSI A300 standards for cabling and bracing procedures. 415. 20" live oak 45' 2:5 Comments: This tree has a live crown ratio of 60% and average crown density. The crown of this tree is the most restricted of the four trees as it is in competition with trees to the east and west. This factor has also affected the crown density due to shading. This tree is also downgraded because it forms an unequal codominant trunk 4' above grade that is included. This tree is not recommended for transplanting and it should be cabled and braced if it is preserved in place. 416. 19" live oak 50' 3.5 Comments: This tree has a live crown ratio of 75% and excellent .crown density. The crown is mildly restricted to the northeast. The health and structure of this tree are both very good. A root on the northeast side has a wound that the tree should solve. The tree does not produce a noticeable flare on the south side and this tree should be excavated to determine the health of the root system. This is one of the better site trees on site and could be transplanted or'preserved in its present location pending the root excavation. 417. 19" dive oak 1 1 45' 2.0 Comments: This tree has a live crown ratio of 70% and average crown density. The tree has a large amowit of dead twigs due to shading. The tree is downgraded due to very poor structure. This tree forms a tri-codominant trunk 5' above grade with deeply included bark: The trunk is displaying the bulging that indicates internal fracture. Due to the very poor structure this tree is not recommended for preservation and should be removed or k cabled and braced if it will be preserved in place as there are targets present. Conclusion Trees #407., 402, 406, 411 and 416 were found to have sufficient health, structure and form to warrant transplanting on site if the respective root systems are determined to be free of potential debilitating defects after an inspection by a competent Consulting Arborist of the structural roots utilizing an air spade. In addition, tree #414 also warrants transplanting provided it is cabled and braced per applicable ANSI standards and it also passes a root structure inspection. A second factor affecting the successful transplanting of these trees relates to the overhead utility wires located just above the crown of trees #401 — 413. The wire will have to be disabled and possibly removed altogether to facilitate the transplanting of the subject trees. The transplanting of large trees requires approximately six months of preparation to perform the necessary root pruning that allows the tree to adjust to the root loss incurred during the transplanting. process. During this time the root ball will be shaped and stabilized and excess fill will be removed and the soil within the root ball aerated. The trees will also have to be pruned, watered and fertilized with liquid nutrients during this .period. A tree is stabilized by sitting on the root plate pedestal and also by the collected anchorage provided by the entire root system. The larger the root ball the more stable a tree is and the more roots that are available to supply the water and nutrient needs of the tree. However, even if the recommended rot ball size is .followed or exceeded the tree will need to be supported by steel cables guyed into the ground otherwise it will likely list or uproot during high winds. The need for cables'.can create a safety hazard to pedestrians and the cables will need to be left on the tree and adjusted annually for at least ten years. For this reason. tree transplanting is often not practical. An alternative is to purchase large trees and step up the watering program to maximize the growth rate. The trees will not provide the shade the transplanted trees will but shade canopies can be constructed near ball fields for this purpose unti 1 the newly planted trees provide shade. It is evident that the roots of the trees assessed suffered from poor root balls with materials (wire baskets; synthetic burlap & twine) that likely inhibited the proper root fornnation and development. It is imperative that the roots be inspected as described above to deternnine if debilitating girdling roots exist that will cause future decline and instability. The overall cost for transplanting trees of this size is likely to be in the $10,000 - $15,000 . per tree range. If the transplanting procedures and aftercare recommendations are followed correctly the trees should survive. My personal opinion is that the best solution is to plant new high quality large trees in the 24' in height category and provide a stepped -up diligent maintenance program to maximize the. growth rate. However, the city should do what it feels is in its best interests. This concludes ni'y report. If you have any questions concerning my report or if I can help you further with this.matter please call me at (727) '447 -2119 (home) or (727) 735 -8953 (cell) or send me an e -mail at ama r�yatampabay.rr.com. Sincerely, AlanMayberry, Consulting Arborist ISA Certified Arborist #SO -0305 s i r or 36' x / i� i,�� •� ti i4�. I LR >a� !` x i 4L_ 4 � n 6 , say uH no Rim+ 30.79 LE+ 3110 NNW • i .' LE + 3114 SW ■� LE- 3157 SE Water EL+ Woeyhd. h G.B. EL+ 36.10 � i � • F1trL- Box StAn Grate j1 ] Top EL- 36.61 0.E• 38. 3 Oywftor Skkrxnor j. CatatF Bolin i , Y ixop 4 Iy- x2 i'��J •sl �p.7y _ �• i� � ^7 io i Ar ' V.231 i4 / iar -••- - - -- I �� `- stn, Au4 /6 ,I Mm- 46.24 I.E+ 31.14 E I.E. S I.E.: o9 32.17i��p RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY SUPERVISING LANDSCAPE ARCHTIECT DATE X 1h7i Bottom-37.53 � 0-- 1+00 2+;00 i ■ i� � sR XV 'I►r y SEA BEFGRE YOU �r CITY OF CLEARWATER, FLORIDA EXCAVAM CALL LOCAL PUBLIC PARKS & RECREATION DEPARTMENT UTILITY NOTIFICATION CENTER TOLL fXz "Take a Break and Recreate" t-800 -4470 REVISION BY DATE ��.�iiiiIN' MtN. 48 HOURS BEFGRE YOU EXCAVATE i� i� T i� i� sums j- AW I 1 on s a.s s adAr r _ L111t9 PLAN FAA DO Acre ew PARnx mEt t7L+1fPLEF O /NLEr DITCH BOTTOAf INLET PROTECTION AROUND INLETS OR S11111M STRUCTURES EI EVAT1W BARRIER FOR PAVED DITCH r•W 4 SW.dli . RzY NrfM A Mr rd. i A AG,uw/ Of W. n sar. �a•/ a .�dr. w ( I o r l..o w,r.. JAf1L Ruiirr� Swu as Of 74 S.., For n I In SECrM AA rr/r«rAw Al rW a s tee. t rT" T' PLAN PLAN 1Srs A=.rp a,wodr cf fiA, A-.J mu,6ul r+/ Aq1 0,1 artla'I d OZ k.0 Of or Z U A S:►+ rrA w1,My !b ,kC4 NeJ"d M R 1r d Dlk1 artk+w aAnAy Th'1r lW antrJ � i•.4{i F,qi ea«i.7D rwR ELEVATION ALaA14 FILL SLOPE 1 rrr. Awacw,W r,a. A &AW rq euW re 1.0bw MW VIA A ssda Par &ft iii fItYAT10N ELEYATKW .Pa CM*1(rlp) 1�- TYPE A TYPE r AN BARRIERS FOR UNPAVED DITCHES PLAN s PLAN NOTES FOR BALED HAY OR STRAW BARRIERS Hasp,. A rls# ro tz ard" AMAI be *0W Al AW*K* We awr r.20" FAI Sera/► G AAr A9F11a7rt..iw>r >rlwr wrha-M rrAL- rts•rrP dlr•�w.a tVArlav .ax. sxc.. ►.aw.lar.�,es..rv,w..ww.,axw.•wy1 roar usro r�u mt AON s o ELEYATigN A' ssrw rAi► nr ww,ed r n wv! fL w./ 1+kr d err ArVi� R.itY rurA eo Tit rat err RAft To at aR:O xwo no mAn&A aRYav x Iii.al faar .srrA* >r < r ..a Aar rltw Yr.tgltl►v .r/r�d +*wA M 1" Ste" A0f F" nd Tar W R" mod s+ DVAD+r+ S +KAYkAe AM�be WW a* kg4w. Mm A 94 ffe A0a D�9YM We dq' or rr.r AT TOE OF SLAPS M prw ix rr #W ON" I ran x.r a ay�r>ti1 Tres ra rwti 4s err rwru r+'►+r a1 AG/ qn0 w der s rr tw1 BARfi %SRS FAR FILL SLOPES b a�►w�rd1x. `,v rw'�e.°,r i sa aay�1. W1. � AftW .;r Ar s xs�alogt Cr. AW ko a t1 A.wl Air ^W 1W ou.trtat aW ,sxx 6M1. Gt INSTALLATION SPECIFICATIONS — WOOD BARRIER I. MINIMUM RADIUS TO BE PROTECTED: HARDWOODS, CONIFERS & PALMS — ENTIRE DRIPUNE. 2. UPRIGHTS - NO LESS THAN 1 -x2" LUMBER. S. HORIZONTALS - NO LESS THAN 1/2" x i• x 4• LUMBER. 4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION A OR NEARBY TREES ARE HORIZONTAL REMOVED. 5. UPRIGHT POSTS ARE TO BE AT LEAST 5 FEET IN LENGTH WITH A MIN. OF 1 FOOT x a ti ANCHORED IN GROUND AND a UPRIGHT 4 FEET ABOVE GROUND. 3 ti K� 0 Li 6. BARRIERS TO REMAIN IN PLACE m UNTIL ALL PAVING, CONSTRUCTION AND HEAVY FULL DRIPUNE FOR HARDWOODS & PINES EQUIPMENT IS OUT OF AREA. OR AS DIRECTED BY THE OWNER TREE BARRICADE DETAIL N. T. S. TYPICAL TREE BARRICADE PLACED EXISITNG STORM SEVER LINE LIMITS OF (ONSTUCTION DESIGNED BY LC CHECKED BY CB /AK TO REMAIN ( DEMOLITON p FIELD HOUSE) SCALE v. N/A mT if hum I I mom I I !1�/ I I I I lllta/ I I Itad I I tilt. I Imow I I NIMA I I IMA i t RAILS/ I I tllli / I I N/A i� i� i� •� ?' aT r�� i4� i� p�jpy� j '1 Certified Arporisf: Leroy Chin N A SHEET NO. ' 0F1 i� SHALL BE INSTALLED PRIOR TO ANY SILT FENCE +/- 1150 LINEAL FT. SHALL BE '_00i` INSTALLED PRIOR TO DEMOLITION PROCEt BEGINS STORM SEVER - 1h7i Bottom-37.53 � 0-- 1+00 2+;00 i ■ i� � sR XV 'I►r y SEA BEFGRE YOU �r CITY OF CLEARWATER, FLORIDA EXCAVAM CALL LOCAL PUBLIC PARKS & RECREATION DEPARTMENT UTILITY NOTIFICATION CENTER TOLL fXz "Take a Break and Recreate" t-800 -4470 REVISION BY DATE ��.�iiiiIN' MtN. 48 HOURS BEFGRE YOU EXCAVATE i� i� T i� i� sums j- AW I 1 on s a.s s adAr r _ L111t9 PLAN FAA DO Acre ew PARnx mEt t7L+1fPLEF O /NLEr DITCH BOTTOAf INLET PROTECTION AROUND INLETS OR S11111M STRUCTURES EI EVAT1W BARRIER FOR PAVED DITCH r•W 4 SW.dli . RzY NrfM A Mr rd. i A AG,uw/ Of W. n sar. �a•/ a .�dr. w ( I o r l..o w,r.. JAf1L Ruiirr� Swu as Of 74 S.., For n I In SECrM AA rr/r«rAw Al rW a s tee. t rT" T' PLAN PLAN 1Srs A=.rp a,wodr cf fiA, A-.J mu,6ul r+/ Aq1 0,1 artla'I d OZ k.0 Of or Z U A S:►+ rrA w1,My !b ,kC4 NeJ"d M R 1r d Dlk1 artk+w aAnAy Th'1r lW antrJ � i•.4{i F,qi ea«i.7D rwR ELEVATION ALaA14 FILL SLOPE 1 rrr. Awacw,W r,a. A &AW rq euW re 1.0bw MW VIA A ssda Par &ft iii fItYAT10N ELEYATKW .Pa CM*1(rlp) 1�- TYPE A TYPE r AN BARRIERS FOR UNPAVED DITCHES PLAN s PLAN NOTES FOR BALED HAY OR STRAW BARRIERS Hasp,. A rls# ro tz ard" AMAI be *0W Al AW*K* We awr r.20" FAI Sera/► G AAr A9F11a7rt..iw>r >rlwr wrha-M rrAL- rts•rrP dlr•�w.a tVArlav .ax. sxc.. ►.aw.lar.�,es..rv,w..ww.,axw.•wy1 roar usro r�u mt AON s o ELEYATigN A' ssrw rAi► nr ww,ed r n wv! fL w./ 1+kr d err ArVi� R.itY rurA eo Tit rat err RAft To at aR:O xwo no mAn&A aRYav x Iii.al faar .srrA* >r < r ..a Aar rltw Yr.tgltl►v .r/r�d +*wA M 1" Ste" A0f F" nd Tar W R" mod s+ DVAD+r+ S +KAYkAe AM�be WW a* kg4w. Mm A 94 ffe A0a D�9YM We dq' or rr.r AT TOE OF SLAPS M prw ix rr #W ON" I ran x.r a ay�r>ti1 Tres ra rwti 4s err rwru r+'►+r a1 AG/ qn0 w der s rr tw1 BARfi %SRS FAR FILL SLOPES b a�►w�rd1x. `,v rw'�e.°,r i sa aay�1. W1. � AftW .;r Ar s xs�alogt Cr. AW ko a t1 A.wl Air ^W 1W ou.trtat aW ,sxx 6M1. Gt INSTALLATION SPECIFICATIONS — WOOD BARRIER I. MINIMUM RADIUS TO BE PROTECTED: HARDWOODS, CONIFERS & PALMS — ENTIRE DRIPUNE. 2. UPRIGHTS - NO LESS THAN 1 -x2" LUMBER. S. HORIZONTALS - NO LESS THAN 1/2" x i• x 4• LUMBER. 4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION A OR NEARBY TREES ARE HORIZONTAL REMOVED. 5. UPRIGHT POSTS ARE TO BE AT LEAST 5 FEET IN LENGTH WITH A MIN. OF 1 FOOT x a ti ANCHORED IN GROUND AND a UPRIGHT 4 FEET ABOVE GROUND. 3 ti K� 0 Li 6. BARRIERS TO REMAIN IN PLACE m UNTIL ALL PAVING, CONSTRUCTION AND HEAVY FULL DRIPUNE FOR HARDWOODS & PINES EQUIPMENT IS OUT OF AREA. OR AS DIRECTED BY THE OWNER TREE BARRICADE DETAIL N. T. S. TYPICAL TREE BARRICADE PLACED DRAWN BY LC DESIGNED BY LC CHECKED BY CB /AK CONTRACT NO. N/A SCALE v. N/A mT �- AT DRIP LINE OF CANOPY, BARRICADE Date: 711812001 BOOK NO. N/A JOB NO. N/A Rating 1"=,30' p�jpy� j '1 Certified Arporisf: Leroy Chin N A SHEET NO. ' 0F1 SHALL BE INSTALLED PRIOR TO ANY FL -56TSA DEMOLITION BEGINS ON SITE. City of Clearwater Parks 3 Recreation DepartTnent ExciAlci:t Good 5 4 0 11�iy$ P.O. Box 4148 Average 3 DATE Cfearwater, Florida 33758 Fair 2 11111��` Phone: (72T) 5624858 Poor 1 r Dead 0 TYPICAL SYMBOL FOR ELEMENTS TREE INVENTORY SUGGESTION: REMOVAL OF ALL TREES WITH RATING 1& 2 TO BE DEMOLISHED KEY BOTANICAL NAME COMMON NAME SIZE DBH (inches) CANOPY DIA (feet) RATING COMMENTS i QUERCUS VIRGINIAHA LIVE OAK 30" 6W 4 CLEAN UP LIMB CUTS 2 EUCALYPTUS CAMALOULENSIS RIVER RED EUCALYPTUS 30' 80' 2 MULTIPLE LIMBS V FROM BASE, INCLUDED BARK, DIE BACK IN CANOPY, HAZARDOUS TREE 3 EUCALYPTUS CAMALDULEMS13 RIVER RED EUCALYPTUS IIV, IV 43' 4 CODOMINATE, INCLUDED BARK �yT 4 EUCALYPTUS CAMALDULENSIS RIVER RED EUCALYPTUS STUMP TO BE REMOVED 5 QUERCUS VIRGINIANA UA OAK 23" 55, 4 8 LAGERSTROMIA SPECIOUS CRAPE MYRTLE 71, V 25' 4 CODOMINAT9 ,p 7 QUERCUS LAURIFOUA LAUREL OAK 31' ST 4 CODOMINATE, INCLUDED BARK Irk I 8 LAGERSTROMIA SPECIOUS CRAPE MYRTLE 3" v 3 9 QUERCUSLAURIFOLIA LAUREL OAK 28' 4W 4 +Fray 10 EUCALUPTUS CAMALDULENSI EUCALYPTUS Go" ON 2 CODOMINATE, TRUNK ROT, INCLUDED BARK, CANOPY DIE BACK ,+Qes 11 QUERCUS NIGRA WATER OAK 3', 9" 2f 4 12 QUERCUS LAURIFOLUI UURELOAK 27' 4r 4 13 QUERCUS NIGRA WATER OAK 17', IV 50 2 WESTERN TRUNK ROT AT MISSING UMB, SWOLLEN BASE, CANOPY DIE BACK BOTH STEMS ,p9 14 QUERCUS VIRGINiANA UV6 OAK 41',43" 85' 4 COOOMINATE, INCLUDED BARK 15 EUCALYPTUS CAMALDULENSIS RIVER RED EUCALYPTUS 30" 25' 1 HAZARDOUS, CODOMINATE, HEAVY CANOPY DIE BACK. TRUNK ROT _ 16 EUCALYPTUS CAMALDULENSIS Rrl/ER RED EUCALYPTUS 38' 1W 1 HAZARDOUS, COOOMINATR, INCLUDED BARK, TRUNK ROT, HEAVY CANOPY DIE BACK 17 EUCALYPTUS CAMALDULENSIS RIVER RED EUCALYPTUS 8',12" 10' 1 NORTHERN STEM DEAD, TRUNK ROT, HEAVY VINE COVER ON SECOND STEM r •''� ... _______� `� ,. to n r-- --- �I r'. I l_1L rU LJ LJ L 1 L J U L 1 l i� M3 O m I Marr Water ro water ma f D 8 8 W i I I) iii NV> 4U4 R 39.42 = - rLAr. Sale 4 � - 407 MY 113899 a 46.34 45,- �— =4-- -- 44j. 4 north Joe DiMaggio Sports Complex - Field House Demolition 2450 Drew Street - Clearwater, 4 lorida Demoliton flan 1f1 W a Flu JUL 2 0 2-007 Ln N X Uj `—}V J cp 0- t- "� d' 0 U!J ®0 aG r` o ij a Q LLI (9 Q ACV Jg- tn U11n t 2w CV m 0 0 IV DRAWN BY LC DESIGNED BY LC CHECKED BY CB /AK CONTRACT NO. N/A SCALE v. N/A mT SU01,,tF.8 "6? A' �. +` kit ! • r.PJ %A BOOK NO. N/A JOB NO. N/A 1"=,30' p�jpy� j '1 DWG NAME N A SHEET NO. ' 0F1 APPROVED FOR CONSTRUCTION D " r�AtiITEC DATE �I1 OtiIGA �� 11111��` S' AT 2.OX REMOOMS/ 16' CONIC. SLAB UNDER CONCESSION ROOF (0 1/8- PER FOOT) BLDG 4:1 SLOPE r EXISTING GRAC LEGEND X-SECTION A-A' S. SET SCALE: 1 " =10' F FOUND IRON ROD NOTE: AREA TO BE GRADED AT 4:1. APPROXIMATE FILL MIES Inv , io pw.� 35.39 CONTRACTOR TO CITY TO RELOCATE REQUIRED AT NORTH SIDE OF BLDG. 580 CYDS GIWE 40•73 ....... RECONSTRUCT SILT FENCE AT stagy, MH FENCE PROPERTY .38.19 NORTH BANK TO 17 dry. 39.78 LINE PROJECT LIMITS 39.32 ELEV. 45.0 top N 37,62 - S8 *3'1 O"E 9.34 top 8,pvc S 47.4,3 6 40.19 1 542.36' 42.19 A3 41.95 X 45.02 42-05 > -1 e 2 a x x X 46.19 4 'unc.'re a i -- . 54 2.4 X I WMI. X c*4 x of I.P. IRON PIPE IWA � 1 �* -14.`-, N&D NAIL & DISK +6T.r"958 A . , "' � 81.3' a, ': -ra- - - - - I. -, 44 ag C.M. CONCRETE MONUMENT --V- -&014. k�NG r. 3V 0 a - CA .M. �,4 41 4153 45.311 A/C AIR CONDITIONER Goal Post Goo"I Post if, AC. ACRES J-0 Tot, BFPD BACK FLOW PREVENTION DEVICE 4yw; ;,i,. 411.3' r /43.53 /U.52 x 1 .1 BOLL BOLLARD ROOF 7:1 C CHORD 03 (C) CALCULATED COLUMN A 4r&A CATCH BASIN x19*ALL 2 CB Tq : CBW CONCRETE BLOCK WALL (TYP.) 0 1 *�., • CHB CHORD BEARING x x I, QOLLARDS 1 FOOT E CENTERLINE q OFF A/C UNIN. 9 CLIF CHAIN LINK FENCE .49 1 r 0 CMP CORRICATED METAL PIPE -4c 1z C.O. CLEANOUT GONG. CONCRETE CS CONCRETE SLAB t C.T. CURB TIE CONST. 08.4 LF GRAVEL T- ENCH (SEE DETAIL OIL BORING CTV CABLE TELEVISION 6-7 .9 r 41.S (0) DEED 0�� I - - - - -- I -- DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION EL. ELEVATION 0 (A) FIELD MEASUREMENT 9.00' FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION CONST. 8' CONIC. A.D.A PATHWAY 43 3 GI GRATE INLET GAV GAS VALVE -4 41 GM GAS METER - .: !A1 CONST. 4,443 SF CONC.----- GV GATE VALVE GIN GUY WIRE . K416 INV, INVERT SURFACE & WALK 43 LF LOWEST FLOOR ELEVATION LID LIGHT POLE (M) MEASURED MAS MASONRY x ICES MITRED END SECTION MH MANHOLE 12,11 11 1ILYAL EODE IC INE ICAL DATUM 171 NIC NOT IN CONTRACT (0 H OVERHEA IR S H Drainage Easement PB PLAT BOOK O.R. 4683 Pg. 2924 PG PAGE/PAGES R POB POINT OF BEGINNING SILT FENCE AT PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE PROJECT LIMITS R RADIUS (R) RECORD CONC. FLATWORK -SqI x48 7 b RCP REINFORCED CONCRETE PIPE 0 RCW RECLAIMED WATER SOUTH (NIC) 7 130RING ui RNG. RANGE RIW RIGHT-OF-WAY SAN SANITARY sco SANITARY CLEAN-OUT X45. 5. 5. SEC. SECTION I SF SQUARE FEET TEIM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE 45.L 4a.. TRANS TRANSFORMER 61 (D TWP TOWNSHIP 2 d. UP UTILITY POLE " :,Vr. (D b WF WOOD FENCE WM WATER METER 46.20 0 �z C, CONCRETE FLOW ARROW 1/4 IN x 02 ALUMINUM PLATE X45 9h 4 -10, TRANSFORMER 277/480 VOLT (SEE SHEET E1.0) SKIMMER WIDTH :yl 2, WEIR WIDTH BRICK ENERG 6- SKIMMER LENGTH DISSIPATERS 3,000 P.S.I. CONIC x +6.04 PLAN VIEW CX3 aE SKIMMER TOP s V A44 lop TOS EXISTING CONST. 4,449± SF CONIC. SURFACE & WALK x SKIMMER BOTTOM 768 LF OF SIDEWALK TO S.I. LIMITS OF CONCRETE SUMP EL=�� .S.I. ONG PAD TO EXTEND 1.5' 0 WITH S'6'�6(Polcplio W.W.F. BEYOND SKIMMER TO BE REMOVED (NIC) DETER OVERGROWTH. CONST. TREE J SECTION A-A BARRICADE (TYP.) 49 N.T.S. 52 Lis t-. (SEE DETAIL X45.5 CONTROL STRUCTURE CHART SHEET 2 OF 4) 44.98 x46S I .94 0 44.56 x 46.74 19.90 0.43 45*58 - ----- 4408 OAX 16.28 x 47.1 45.52F 46.M 4&4 41", SKIMMER AREA TO EQUAL OR EXCEED WEIR AREA EXISTING OUITFALL CONTROL STRUCTURE (AS-BUILT) C-631 Post TO BE REMOVED z Tob le (5 DETENTION BASIN 81 TOP OF BANK EL 45.00 EXISTING GRADE PROPERTY LINET -BASIN SIDE SLOPE r B A (BEYOND) WEIR CREST 3t 0 4-1 g u 0 -V d 6. S.S. 0 cc G 1 4- ALUM AGGREGATE V / FOOT GRADE 57 ALUMINUM P S THICKNESS) (24 4ASIN BOTTOM LO EL 44.00 a FILTER FABRIC 0. CONCRETE CONC. OUTFALL 12* STRUCTURE SLAB 4 FIBERGLASS-_ -2'- rd POURED IN PLACE SKIMMER WALL SKIMMER IN 3/8" THICKNESS " "A-A NO.4 BARS CL .32* D R E W 010'O.C. EA. WAY SIAINLESS LOOKING EAST (2-CL MIN.) STEEL SCREW 2x2* ALUMINUM Ic 1.0 r . SQUARE ALUMINUM FENCE POST 0.125* \J WFJ SLOT d MOUNTING POST THICK WALLS) 4 -VTOP OF BANK EL 45.00 0 WEIR GRE 0 i 1 0 EL 44,21"1 0 0 0 1 Ir 0 1 0 SOLID go 0 L - - - - 0 SKIMMER 007-TOM SODDED EL ; 4 BASIN 90 43.50 o LO SLOPE C-4 ALUMINUM OR V to I S.S. FASTENERS BASIN BOTTOM EL 43 00 ANCHORED INTO C14 FACE OF CONC. WAT STUCTURE 2,500 PSI CONCRETE FL BASIN BOTTOM 2"x2* ALUMINUM PROPOSED OUTFALL n_ 5' CON FENCE POST (TYP.) , TOE OF SLOPE NOTE: ALL DISTURBED SLAB (0.125- THICK WALLS) CONTROL STRUCTURE 1 AREAS, INCLUDING 8 POND BOTTOM SHALL FIBERGLASS SKIMMER 10 BE SOLID SODDED. SECTION "B-B- (FACING POND) (2X-SIDE BY SIDE) CL LOOKING NORTH 31. THICKNESS N.T.S. J E RECORD DRAWINGS E a SURVEYED BY DRAM BY REVIEWED BY C-4 • 06 APPROVED BY 0 2 PROJECT ENGINEER DATE CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE CITY OF CLEARWATER COMMENTS PJL 1 2/09/11 COMMENTS CITY OF CLEARWATER PJL 12/01/10 REVISION BY DATE Tc. x Gout Post 0 x X 46.38 SITE DATA TABLE: A CONSt RESTROOM /CONCESSION SITE DIMAGG(O SPORTS COMPLEX ( BUILDING 2,067 SF 4,293 SF 2450 DREW STREET ROOF OUTLINE) CLEARWATER, FLORIDA - ELEV 46.5 OAK TREE TO PROPERTY OWNER: CIVIL ENGINEER & SURVEYOR: BE REMOVED .,-SILT FENCE AT CITY OF CLEARWATER DEUEL & ASSOCIATES PROJECT LIMITS PARKS & RECREATION DEPARTMENT 4625 EAST BAY DRIVE, SUITE 211 0,:e 24!' IDAX q TEL BOX 0 P.O. BOX 4748 CLEARWATER, FLORIDA 33764 37.38 CLEARWATER, FLORIDA 33758-4748 (727) 822-4151-TEL 1' TO BE R 6VED. COORDINATE WITH TELEPHONE # (727) 562-4800 (727) 821-7255-FAX F.F. r.r . OA E 0 T 7.0 CITY IRRI ATION STAFF, FOR FAX # (727) 562-4825 LOCATION OF EX. IRRIGATION 4 SYSTEM RELOCATION OF PROJECT AREA: • 01GATIOq CONTROLLER, AND FLOOD ZONE: Zone X - AREA DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN I GENERAL CONTRACTOR FOR "48 RESTROOM/CONCESSION BUILDING, MAP PANEL NO: 12103C0128G AND 12103C0126G TO PR VI ELECTRICAL SOURCE REVISED MAP: 09-03-03 PREVIOUSLY j,A FOR IRPRI II EE TION CONTROLLER. PROJECT SUMMARY & SITE DATA: ORIGINAL SITE PERMITTED PROPOSED 3755 TOTAL BUILDING AREA = 42,117 SF(20.9%) 4,035 SF(2.0%) 6,290 SF(3.1%) PROVIDE 4' WIDE TOTAL ASPHALT/CONC/SHELL AREA = 53,572 SF(26.6%) 8,247 SF(4.1 %) 10,685 SF(5.3%) CONCRETE WALK TOTAL IMPERVIOUS AREA 95,689 12,282 SF�6.11.%) 16,975 SF 8.4 %) SF�5427:557-� 188,803 SF 93 9%) 184,110 SF 91.6%) AROUND A/C TO TOTAL GREEN AREA 105,396 SF 7. MEET A.D.A. TOTAL SITE AREA = 201,085 SF (4.62 AC) X93 TO BE CAPPED AND ABANDONED PER FDEP PROJECT AREA = 27,284 SF (0.63 AC) SPECIFICATIONS .., * A -0i, SOIL BORING ".52 x37.17 4' WIDE CONCRETE TO BE MAX. 2% CROSS SLOPE TO MEET A.D.A. (RELOCATE EXISTING FENCE IF NECESSARY) (BY CITY) 4&74 -PROPERTY LINE of 30' 60, 45.58 3597 x 38.02 SCALE: 30' 6' WIDE CONCRETE AROUND GRAPHIC SCALE (IN FEET) a h BUILDING (RELOCATE EXISTING bf FENCE IF NECESSARY) (NIC) Pw (OPTION& r x V OR OPTION& POST POSITION --.-.-----VALVE BOX & BALL VALVE WIN. INCIPUI! PW LN/ PR g, OAX. PATTERN (CW- IMDW20 DEPW M F 4557 .32.73 39.20 x 38.26 FILTER FAMO --CONST. 5 FOOT FIRE DEPT. ACCESS -F I IV 70 FILTER FAaFW (IN GATE WITH A KNOX PADLOCK (BY CITY) OMFORMMOK VM le Sm am nm WM) su nz# CONST. PRESSBOX BLDG. _7 ELEVATION SECTION SOIL 1,997 SF, FF EL. = 46.43 (NIC) TYPE III SILT FENCE BORING OPTIONAL POST POSITION POULTRY MESH (20 " INN.) C4 L ATYPE A FENCE FAWO ee N�� EX NM 482 SM Q SPM 45.68 40.50 40.09 x 30.04 PAST (OPTIOINSt 4' 9 4" OR +/ 6" CONIC. I DIAMETER 17 PRINCIPLE Post I* STIE2".2w. mro [Un" cm- SURFACE rRIVER GRAVEL M 11 20 700M P POULTRY MESH OR TWE A GEOTECH FABRIC FENCE FAM 0.5 WRAPPED AROUND 1- FILTER FAWO IN ER FABRIC HOSE 9111B CN 1.01 DIA. RIVER GRAVEL su now 4"x4" POST ENTIRE LENGTH OF %a 00, TRENCH u EXISTING BASE 41.2a �41.02 30-go ELEVATION SECTION IV SILT FENCE SECTION 45.58 GRAVEL TRENCH DETAIL a AT A.D.A. PATH 00 I SILT FENCE AT N.T.S �5 PROJECT LIMITS zg�F 41.17 1" DIAMETER RIVER GRAVEL; 6" CONC. TOP OF GRAVEL ELEV. TO r1ps 11 OR TYPE 1v SURFACE 'MATCH TOP OF CONC. SILT FD" su njow ti TYPE I OR TYPE IV SLT FED" PROTECTION AROUM DM BOTTOM INUEM 45.08 41.95 x 41.03 • GEOTECH FABRIC SILT FENCE APPLICATION 45.02 WRAPPED AROUND 1 DO NOT, ER DEPLXX IN A MANN THAT SILT FENCE3 WILL ACT AS A DM ACROSS PONA11Q4 FUCWM 0.5, FENCES AM TO BE USED AT UPILMID LOCATIONS AND TUMM 11�RIRIERS DIA. RIVER GRAVEL WVUML MSUDDOU OF WATM 41.72 1.0 ENTIRE LENGTH OF TRENCH 4281 / / / \�_ �2 A .0 % 1%, EXISTING BASE 46.UIf O.F PHNEIVAULT I MT 0-0* 0 43 -41 4141 4200 42.59 44.52 GRAVEL TRENCH DETAIL 48. ^ r 9 5.69F-j AT OPENINGS TYPE tv SILT FENCE TYPE M SILT FENCE C.0, _r_ 4-4,��3 42.36') _7 43,06 N.T.S 5� 41 ON ./S SILT INV 41-60 45.57 T SCREEN BARRIER DETAIL 4J. F.O.O.T. INDEX NO. 1102 N.T.S. WM SILT aqMn FOR FIDWW STFOA AND M& CREEKS MAY BE mim nOATM FENM N89"36'1 O"W 1,302.88 OR SIAKW TYPES OR AW OOMEINATKM OF IV 'am WILL SW SITE OONW&d ANID MEET 1A.78 EROSION WmMoL AND WATER WWTY REQUIRE)ANT1 THE aWM TYPE(S) WILL. BE AT THE -x OCINTRACTOWS OPTION LINLESS OTHERWISE SPMIFTED IN THE PIA%M HOWEVIA PAYWW WILL BE 46.21k 45.51... 15.42 TD?=j5, PS- x 4-4.9 44.5P TT-44,64 UNDER THE PAY ITEW(S) EFMLISM IN TM PLANS FOR FILMM SILT Mtfum MIDIOR STAKED AND au-,ym 1-21 X CURB AHO OUTItA BARRIER. POSTS IN SLT FENCES AND STAKED SILT BARRIERS TO BE FWALLED IN VERTICAL POSITION tHMS 0THM- WISE OUWM fff ENGINEM SILT SCREEN BARRIER DETAILS u 0), RO.O.T. INDEX NO. 102 N.T.S. uu L9 TY o) ff, fiull, OWNER CERTIFICATION v r=u S T R E E T CONTRACTOR I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL MAR 2 12011 COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF RW=4544 rdM= 44,77 FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LAR AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER DEVELOPMENT & POLLUTION PREVENTION PLAN PREPARED THEREUNDER. NEIGH130RHOU -30, 'zo 10 47. ��04 CLEA ATER 4IL62?--' V 00 047.06 .1 r4?149&50 I CITY OF NAME (SI AT DATE NOTE: BACKFLOW FLAPPER VALVE - CONTRACTOR TO SHOW PLACEMENT OF BACKFLOW FLAPPER VALVE WITH A VERTICAL 2" DIA. GRAY PVC PIPE TO DEPTH OF VALVE. PROVIDE A 6" DIA.x12,, DEPTH VALVE BOX (GREEN) OVER PVC PIPE. LOCATION OF BACKWATER FLAPPER VALVE SHALL BE ETCHED ON VALVE COVER BOX LID AND WRIT-TEN ON GRAY PVC PIPE WITH MAGIC MARKER AND INCLUDE INFORMATION DEPTH TO BACKWATER FLAPPER VALVE FROM FINISH GRADE. CLEAN-OUTS - PROVIDE FOR ALL CLEAN OUTS A CONCRETE MAINTENANCE APRON 6" THICK x 6- MIN. WIDTH FROM EDGE OF CLEAN OUT COVER. DRAWN BY DESIGNED BY CHECKED BY � 4 1hTER CONTRA ii, ku PJL B.A.B. AzNEi? 35 P CITY OF CLEARWATER, FLORIDA SCALE SURVEYED BY BOOK NO. B NO DEUEL-, & AssocIATES JOE DIMAGGIO SPORTS COMPLEX VERT. NONE DEUEL Jxillr/;�ul 114MIN `1z DWG NAME ZIN W �dyj NO DATE DRAWN -0 No. 8 )*%F PARKS & RECREATION DEPT. CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS 2450 DREW STREET -PRESSBOX HORIZ. 1 08/23/10 12010 83 • 100 S. Myrtle Ave. 4625 EAST BAY DRIVE, SUITE 21 1, CLEARWATER, FL 33764 - PH 727.822,4151 FAx727.821.7255 CONCESSION STAND - SITE PLAN Clearwater, Fl 33756 WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS# 107 BRIAN A. BARKER, P.E. 56728 A% I 1 i %r I Abbreviations San. = Sanitary Sewer RCP = Reinforced Concrete Pipe Stm. = Storm Sewer F. P. = Florida Power Corp. 1. E. = Invert Elevation VCP = Vitrified Concrete Pipe MH = Manhole W. L. = Water Line Conc. = Concrete EL. = Elevation CLF = Chain Link Fence C. B. = Catch Basin P. P. = Power Pole G. E. = Grate Elevation L. P. = Light Pole C. L. = Centerline Esmt. = Easement TOE = Toe of Slope C/S = Concrete Slab TOB = Top of Bank Elec. = Electrical O.R. = Offical Record Book Broz. = Brazilian Pg. = Page G. E. = Grate Elevation B.M. = Bench Mark CBS = Concrete Block Structure 1. R. = Iron Rod Util. = Utility ESMT. = Easement V/C = Vertical Curb S/W = Sidewalk H.P. = High Point P.E. = Polyethylene WV = Water Valve C.O. = Cleonout \ LEGEND Bottle Brush PLANT MATERIAL LIST Brozillion Pepper o SYM. BOTANTICAL NAME: COMMON NAME CONT. SIZE CAL HT. SPREAD QTY REMARKS PM PODOCARPUS MACROPHYLLUS PODOCARPUS 7 GAL 4' -5' 24"30 100 FL NO. 1, FULL TO THE BASE, 8 WELL ROOTED, PLANTED 46' O. C. QV QUECUS VIRGINIANA'CATHEORAL' LIVE OAK 'CATHEDRAL' 30 GAL Y -2.6' 1VA& 8' -12 13 FL NO. 1, FULL HEAD, 6 WELL ROOTED BERMUDA SPRIGGED 417 BERMUDA 140,850 SQ FT. 3.23 ACRES BAHIA SAHIA SOD 45,641 $a FT. $OD TO BE INSTALLED 24 HOURS AFTER CUT, ROLLED WITH ROLLER TREE LEGEND Bottle Brush • Brozillion Pepper o Oak Ornamental Palm Palm A Pine Unknown �•} Vibumum REDO VE lye . :0 . � a• r3a,4 21/ / 4 �• / > V1 / f ° / /°• /: / /jp N 0' 30' 60' SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) � Call 48 hours before you dig! IT'S THE LAW! 1- 800 - 432 -4770 Twin • — / U j/ I j Z44 1 17.74 �.._..�• I ° k / ! ♦3 E3 E3 E3 E3 E3 E3 E3 E3 E3 E3 El E3 E3 E3 El E3 E3 e i i! i i i i i i i i! i ! i i i i i! i i i!!! j i i!! i i!!! i i A i /^ +! i i i i i i i i i i ! i i i i i i •Y y '1' W v. 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F1' 'i "'!"`•A1 • i `9Oi y 4. y y W y •Y W W Y J• .Y y '1• y l At i x ! i i i i ! i i ! ! i i i CAI i i i i i i ! ! i i ! i i i i i i i ! i i i ANY CHANGES IN SPECIES, • O diI /'Ty x % I 3 3• /AL �1 \ y ♦O i i i i i i i i i i i i i i i i i i ! i i 7A i i i i i ! i i i i i i i ! i ! i i i ! ! 2 i i i i i i i i ! ! ! i ! i i i i i ! i i y W W .Y Y W .Y W W W •Y W W y W W W • SPECIFICATIONS, OR DESIGN 8• 1 ; i i i i ! i ! i i i ! i i AI ! i ! i i i ! ! -! i i i i ! i i i i A! i i i i i i i i z1 A i i i i i i i i i ! ! ! i i i i i AI i i1' `r �' y W y W' .r y W WITHOUT THE CONSENT OF TFrIt :3 31 i i i ! i i ! i j i i ! ! i i ! ! i ,j( i i ! i i i ! i i i ! ! i ! ! ! i i W W W W W y �. PiANNING DIRECTOR REND -: I I >o '4' , tY �j !! i i!!! i i i! i i i i i! i i i �, i O ,..7 I �Y •Y .Y •Y �Y .Y •Y W .Y x / • 1 !'1 f ,�W! i !! ! i i i ! i ! ! ! i i i ! ! i i ! i •3 i i i i ! i i i i ! i i i i i i i i i i i 'al ! i i i i ! i i i ! i i i i i i i ! i i ! y y W y y W !j y I•; 1 '� Mme" i i i i i i i i ! i i i -! i i ! i i i Al i AI -! i i i Al i i i AI •' y W y y r' `I' '1' W 12- a I x I / 2• '` ! i i i y y y y y W y W I O ! i i i! i' i i i i i ! i i! i i i i AI ! j ! i!!! i! i i ! i i i AI ! ! i i i i i i i ! i i ! i i i i i i i i i i i >f i i ! W W y W yL W Y W W 1 Y Y W W y V i I W W W �� landscaping '8•% '1 i 12• I ! i i ! A i!!!! i i i!! i i i!! -Ae ! i i a i i i i i A A i i i!! i i -1 j i i i!! i i ! i A i!!! i i i U A L- 1 Brat Pepper ••• — i i a W \ y �• y W 4. ` Grj�r ' I I O �`•} i i ! Al i i i i i ! i i ,3 i ! i i Al ! i i ! i i i i i i i ! i i i A i ! AI i ! i i i! JA i i i i i i ! ! i i i i i i i ! ! i ! i W W W y y v. W y i y O I I 1 1 1r I -- ----------------------- Ir�stoUad1 Per approved plan prbt i i i i ! ! ! ! i i i i ! ! ! ! i i i ! ! i i i ! ! ! i i ! Al 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 ra 1 I (• , a ! 1 — -- v, W W W W W W I y W W x / f CO 11 I.S�j /; i ! ! .1. .1. W i v y W 'Y y VKkn r� am _ __ J , 'xd0.04 ti�i wV I,iC%_I(_y- 7`I( -yl /• ' 1 ! ♦` JOCar0r1 o 1 ( i i i ! i i i ! i ! i i i i i i a i i i i i ! i i i i i i i i i .ill i W W`�`1 W •Y •Y W i 51 .AI i i i i ! i i ZA i i ! al i i i i i i A i i i Al i ! i i ! `�L • �_j111. 1 i i i ! i i Al ! i i i i s i i i i i i i A i -! i i ! i i i i i ! ! i i i i i i i i i Al i i i i i i i i i ! ! 4' 40.10 0 11000 QC x.44 i i 9 i i i Al Al i i i i i i i i i AI i i i i i i i i Al i oif rP O V r r9 i1 i i Al i i i i i i i i i W y k W y y y # x 1 1 3• /� �' (AI(. /� C.) 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(t,.�• W •Y �/ •Y +Y �,J JY •y 1 .y •y W 1 ` li ' O ` �`i,JJ i i Qi vi i i i i i i! i i -A/ !!! i i i i i! i i i! i! i! i i' - +V �� y � W �• W W W ' 7i I On WY JY C i � I i i i i i i i i i i i i i\ q . W �1 BOx 20• II !La t�Q4 \. > i i i i i i i ! ! i i ! ! i i i i ! ! i ! i i i i i ! 1 `•��. • 0 11 7 ! i i i i i! a i i i •3 i i i ! i i i i i 2 i s ! i i i i i i ! Al i ! ! i i i i ! iA i i i ! ! ! i ! i i i i i ! i i i ! ! i W'Y '/' y y y i W ! - -- ----- --------- ----- - -- -.- • a• � 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 ! Al i i i ! ! i i A ! ! ! i i i i- i W y .r y y W h y !• ,y{y )417,4'1 ! i i i ! i i i i ! i i i i i i i i ! A� i i i ! ! i i i i i Al ! ! i i ! i i i i •Y •Y 3• •Y '•It, •Y ,1. r1y •Y •Y J• I 1 8• 1 ,y ••— "lr••_ � i i i i i i ! i ! i i i �i y i i i i i i i ! '3 i i i i ! i i i i i A ! i i i ! i i i i i -3 ! i i ! a i i ! i r i ! i i i i i i i a •'�vy Ct'a fn te 0 • -� y W W W i w qW W I I 0 ((( 1 g A y Q y y i i i ! i i i i i i i i i i AI ! i i i i i i i i i i i i i i i '" 'V W W 1.._-._______________________ 1,�p � 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 �" t B•� 1 1 : O (f, — ,P v� .►` y `V W W 1 J' J• W ! 1 i! i! i! i i! ! i i i i i A i i i i '3 ! i! i! i! i i! i! i i i i! i i i 4r y v. W y W 1 O 0 I ':70 — L --------- jp(•_ 1�L �` W i W I W •Y •f o IXC P�Q •\ ( i ! ! i i i i i i i i i i ^ i i i i i i i i i i ! ! i i I ,,. ` ,yam y ,y W •Y W M' xlp',S$ _. {Aye O r _ -------------------------------------------- 0 2 _ ' i!! i i! ! i i i i i i i i i Al i i i • 1 _ 'V W 1Y V• W W .I 1 ! • i i i i i i i i i i i i- i i i i i i i i i i yx *1i ! 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 y Ob y / y P.P ° 2 1! '" i i i ! i i i i i i! i i i i i i y i i i iA ► >�r >ri ! i i i i i i i i i i i i i i i i i i i y i iiii ! i i i !iiiii i 1 ='� PROPOSED FUTURE ACORN PEDESTRIAN x� y y L/GH RNG FIXTURE (TYP. N. /. C.) i i422a I • ^ I i i i i i i i i i i i i i i i i i i i i i i- lx�1i,,1 s ! i i AI ! ! i i ! i i . i i ! i • � I I — �- aE.� 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 '/' W i W W' NY �Olx x♦---..___________________________________ ! •Y .E- 40,W gi I i i i i ! i i ! i i ! i % i i i ! i i Al ! ! �A i ! ! i ! i i i i i i i i i ! i i ! ! i i �a i i i i i i i ! i ! ! i i i i i i ! ! iW y W y .E S Y, 1 • i i ! i ! i i i i i ! i ! i ! ! i i ! i ! -! i i i y 41.041�� 1i7 r-- -- -- -- --- --- - - - - -_ }• ! i i i i ! i i i i ! i i i W + y y >M I BfOb pepp 1 i ♦p I i i i i i ! ! i i i ! i i i i ! i i i Al i ,•Aj i i ix i ! i Al ! i i ! ! i i i i i Al i i i �A i i i i i i i i ! i i i i i i i i i AL AI I y 4' '1' '• W Y W; W •Y W 11 I U• er ! 1 1 J .Y •Y W W W •Y "VjYY' W '/' '•' 1 1 i ' l 1 �•r 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 '1' W W ° J. fY ,,y7 e •Y 421' Jr i 1 ! I 0 Pe l i i _y I I i i ,AF i i i i i i i i i it i i i i i Al i i i 7A x i i i i i ! Al i i 9 i i Al i i i i i i i i -A 9 i i i i i i i 9 i i i i i i i i i i I yam' •' 'Y W '1' y 4' 'Y I 'Y y W •Y W' ,1�- R NEW fl-RE HYDRANT W /TH /N I us or YY o M' s Y W 00 FEET FROM PROPOSED BLDG. x • ;�.♦ i ! i ! i ! i i i ! i i -i i ! ! i i i i i i tP`,�1 i i i i i i i i i ! A ! i i i i i i i ! -! i i i ! i ! Al i i i i i ! ! i i i i i : y v �, W •Y x� y W J• ' • j I i i i i i i i ! i ! i i + ' 1 I 1 I ( _ !�I •Y W Q`,r W 2 W 1Y 'Y I Ix' t I I i i i i i r i ! ! i i i i i i i j bU 111 I l !t ) i i i i i ! AI ! i i i i i i i i i i i i i i n i i ! ! ! i ! i i i i ! i i i ! i ! 'i i i 7A ! i Al ! i i i ! i i i i i i i i i i ! i W W 4• y W W y y J 43. 4r I W a W W y l 1r 1 i! i i i i Al i -4 i ! ! i i A i i ! ! i i ! i i ! ! i i i i d iEX /SRWG ArR6E! i ! ! ! i i ! ! i i i �`Y J' •Y 1Y •Y J' .Y J• J• -.rl' ----------------------------------------- ' i i i i i i i i i ! i a i ! ! i i i i a -, i i i i i i i ! ! i i i ! i i i ! ! i i i A iBAR�RIEA06 (T ! ! i i i ! i i i AL ! ^y Son 4' W x 1/ W �• J. 1Y 1Y f ♦Vt ' •. 1 ,4(IYl ,.Y. C `7.-. W W W W I •Y 1Y /• i i it i ! ! i i i i i i i i i i i i ! i i i i! '3 ! i i ! i ! ! i i ! i i i! i i i b W VI'1 W •Y Wxµ� W �• W W W I' I 1 V 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 •' `1' W •Y y W y l y W x` 1 A j A 41 A 40 i 4 4 i 4 A i A A i 4 JI Al i A A A S A a A A a ! ! i i ! AI ! i Al 4 i A i j i i A ! A A i i i i i i i x44.2• 1 1 l / 4I,6e W W •Y •li W y W y W 1 i i i A i i i i A i i i i i i i i All i i i i i i i i i ,li -•-• at +i-- 4 i i i A ! i i i i i Al i i i AI i i i i i i i i i i i W W W •Y •Y +Y .Y •Y 1 �.1, AA ♦0 i � s�l i i ! i i i i i i i i i i i i i i i a i i i i i i ! ! i i i ! i Al i i i i i i i ! ! i i i i i ! i i i i i i i ! i Al i i i i i W W W 6y1 yVq. ft y y W y �A• \ k` i! i i i i i W W �_ ♦ x I I / i i i i ! ! i i i ! i ! i i i i i ! ! i i t s ,a .A�.. i ! i i AI i i i ;�# i 4• y tf 13� ra d 1 rig '• i - aQ r W vti W W W W 1 SFc • - - -- -- _-- __- ..- _- .. -..-. - ----- --- -- - - -.. -__ -.. _--- ..- - -_ - -_ - -_ - .. -_.. -- - - - - -- _ - .- ..___- -- --- __..-- __ --._____ _ _____ --------------------------------------- W i 'YW W W i W i i i W y W Vr W y i W W W y ill .._ -.w_ -- ____ -_ - -- _ -_ ___ -_-. -_ - -___ - ,'- - - - ---x'_ .. - _--- -'-- - -- _ --- "---- ---- -- ---- -- -- --- -- "_- _-- - -- - -- - -------- __-------- _-- _---- _- -__ -_- - _"_- - -_- _- - _- .- ___ -_ -__ —_- -__� -- -- ---__ - - - --_- "_- _------- i!'3F- '..-- __- -__-• v `�'re_ 4? x -_ 78• tll- Se `_ i11,,ti?I Itij {r3 J - -- --- ° --- - -- - ----------------- --- ----- -- -- °-- -- - -- - -- eft ----- �•- e Type t Curb 18• W.L. Type t Curti �, �- -- �------- ---_- -- - - - -� 0 ♦mil �,, sZ f �'C,, ,, 30' W.L. (County) 'p 18" W.L. Type i Curb OPP I Type 1 Curb', fit. � for �• .z O Y PE Gas Lin• �' �a • n + ^" DREW ST R =( ": � 3t E Gas (County) 2• PE Gas Line 1 A, • * >j x ?0 x�1 x'� >s x x x x � x v x � x � x ► j x �I �II M, a> • A¢, x x x 0 9 x . 4P 1 %0 �Meson Cub x RECORD DRAWINGS �,,v „'� -. DRAWN BY DESIGNED BY CHECKED BY C � ,1gA'f�Rt , NTRACT NO. LC LC LC Q7- 0035 —PR �,�5�c�- ' �j, CITY OF CLEARWATER, FLORIDA JOE DIMAGGIO SPORTS COMPLEX SCALERT. NONE SURVEYED BY BOOK NO, CLEARWATER JOB NO. SURVEYED BY DRAWN BY REVIEWED BY V '�'/ PARKS & RECREATION DEPT. ,,. , 2450 DREW STREET DATE DRAWN DWG NAME SHEET N0. _ �r Ave. HORIZ. 1 =30 3/6/08 2007 -204 LAND 1 PROJECT ENGINEER DATE - O�Q 100 S. Myrtle A APPROVED BY - y'ATER,`'� Clearwater, Fl 33756 LANDSCAPE PLAN CITY ENGINEER MICHAEL D. QUILLEN, P.E. /33721 DATE REVISION BY DATE ” " "'`� BRIAN A. BARKER, P.E. 56728 DATE BASIN BOTTOM -\ 2' /- BERMUDA GRASS W/ /eternal filter fobric shall be Type D -.3 (See Index No. 199). The internal filter fobr /c of roe V underdroin FILTER FABRIC shall have o permittivity of 0.7 /sec. and on AOS of ,¢'4O sieve. ENVELOPE 8' SELECT GRADE TOPSOIL All Filter fabric joints shall overtop a minimum of 1'. The internal filter fobric of Type V underdroin shall over /op into the coarse aggregate or the fine oggregote o minimum of 1' No calcium carbonate to be used for coarse or line o99regote. N 3. OF COARSE AGGREGATE The filler media must be washed material meeting FDOT road and bridge specifications for silica sond and lip N (NO UMEROCK OR LIMESTONE) quartz gravels, or mixtures thereof (less than 1 percent sill, clay, and orgon /c matter), unless Alter cloth is used which is suitable to retain the silt, c %y and orgonic molter within the 61ter,• co %ium carbonate �iu. FINE AGGREGATE aggregate is not on acceptable substitute. The filter media must have a uniformly coefficient of 1.5 or greater. The fitter media must have on eft ctive groin size of 0.20 to 0.55 millimeters in diameter. • '9' • 9" • COARSE AGGREGATE (NO UMEROCK OR LIMESTONE) 6' PERFORATED PVC UNDERDRAIN PIPE / wry • fig/ 3.P `vP 1' DESIRABLE MIN. 3' STD. y1� �/ •• °,�, +S #� 0' ABSOLUTE MIN. +r + .' . Ij , etn --�•� DESIGN WATER BLE / / °+ ry`�, r► TA �I fib,�4 r r ■ �' caysr srpRm MH o K R PRO✓ECT UUIn Lvsr 1o' ow owmu AND S/L T FENCE LE- 'W5 S (TYP) AINC11AV SOX RIM- 41M 1 N 0' 30' 60' SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) ( Call 48 hours before you digl 1 IT'S THE LAW! 1 -800- 432 -4770 SITE DATA TABLE: JOE DIMAGGIO SPORTS COMPLES 2450 DREW STREET CLEARWATER, FLORIDA PROPERTY OWNER: CIVIL ENGINEER & SURVEYOR: CITY OF CLEARWATER DEUEL & ASSOCIATES PARKS & RECREATION DEPARTMENT 4625 EAST BAY DRIVE, SUITE 211 P.O. BOX 4748 CLEARWATER, FLORIDA 33764 CLEARWATER, FLORIDA 33758 -4748 (727) 822 - 4151 -TEL TELEPHONE # (727) 562 -4800 (727) 821 - 7255 -FAX FAX # (727) 562 -4825 FLOOD ZONE: Zone MAP PANEL NO: 12103COl28G REVISED MAP: 09 -03 -03 INODIFIED FDOT TYPE 5B UNDERDRAIN 17° °-- . 1� y„ �.�►v Al iq�N y ,,� PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED / y1 y + kx iE.s ,�at9 N + + �� +" +�>1 +,16 I + +4' TOTAL BUILDING AREA _ 42,117 SF(20.9%) 4,035 SF(02.0%) N.T.S. tY / / ® ourFACC cavlac slRUCn�RE `�-•� Zr- 33.19 w i TOTAL ASPHALT /CONC /SHELL AREA = 53,572 SF(26.6%) 8,247 SF(04.1%) ,z• / / .Sirc�ErNt 14 \, r I i I`'�� I I s I I ®r. I I r® I i ,� I I® I I I I .r. I I® I I® i l I I I I I ,.:.f1 "I I TOTAL IMPERVIOUS AREA = 95,689 SF(47.5%) 12,282 SF(06.17.) TOTAL GREEN AREA = 105,396 SF(52.5%) 188,803 SF(93.9%) O / • g'L y^a0� I 3./E ?.�.Qi % # - 1 .1985' X X X X X X X '' X X # ? ' - - - - TOTAL PROJECT AREA = +� e•/ 45.0 I I I I �° I ' r•°, , ► ` cm rmcr 1181 wfle ccwsncvcr 158 rt- a'p►� o alsx sYCwE �E�39 I .4-V - i 201,085 SF (4.62 AC) hot _ _ _ / b /(- � cays7RUcr 1- if 8 PDC o a 1 ISS2 i 45.0 + # ,4r 1'ry / `�`'" 44.0 + 44.0 ( D Ja.s 8 4• / / �.° + + r�',.'''• ,� Ie, TAMDARD fl/N � 44.+ n HotF ° I ( - # x # I / ,. r � armaIr W rA .� +� N d' r'� . / �y +'gig' 1 n1/1W CAP ; Scn . ,� �<P +a� � , +� + + I PRCwosm I , _ -� I I I I / PROGRESS ENERGY TRANSFORMER I.E- 33.10 NNW + #� e / # �' + _ -- PROPOSE .- � &ACK -- VINYL _ _ __ _ _ __ _ _ __ - n 3&14 SW I.E- 33.87 SE 18'/ I 'z� °1 +M, #'� - -- -- - I I , _rte �� - �. - - POST_ DPU 2' x 4. OR OPf10PNL POSE POS[iIGN- +I- PRINgPIi POST : Lg� •` •` CHAIN L/N FENCE - - - T`� 2 , [` Dui Woos / + ROPOSED SI1W 1.33 \ I m B • °�, . + I /, j I ( _ - - I _ I _ I - _ + + �+ � W -MAX � ESTROO/ riviritm wter li 2. b967' VILDINO 60 ar70'j 1 FILTER FAwc a- Weephote �� h jr ELEV 46 00 IV. C) I (y1g • � a o3.1rPE N a.- 38.10 FlitEL- Stm Grot. 1 Box /1 2 3• / �, +# Tap a_� 38.81 QE- 3886 ( / y�A °r-�p No x Ovadow Sklrnmer 1 sy O Cot(A Elwin ) JA>, + o p� 4 + },. I X12. e 4 � 8 0, iB vz. Pepper I JA Iy7 •J.o.00 �l I x +y41 40.10 129.84 +*� +✓ .o i � 3• �'I � I WETLAND LINE TABLE LINE BEARING DISTANCE Ll N35.33.48'W 10.38 L2 N00901'12'W 28.55 L3 NO0'28'0YE 19.79 L4 NO4.3108'E 24.88 L8 N11 *24'21 E 1 23.44 -Ld N 4'591 W 21.50 7 N '09 24'E 3.48 L8 02-2417W 0.43 L9 N00'21'870E 9.40 L10 N72'OW SSE 8.68 L11 N18'04'2rE 10.51 L72 N05'2911•W 27.90 L13 0 7.19' 25.60 L14 N18138'31'W 16.97 L13 N82.4a'07'W 4.88 L18 220' 8.04 L17 "34' eW 2.41 L18 I N1W4,Y1tE 30.04 L19 N 'W 25.54 L20 N12'41'We 2a15 L.21 Ni 8'62!40'E 23.74 L22 N05V7'IYE 61.83 L23 1272 L24 1204 L25 s74ig'Ww 7.92 L28 S ti • 'W 7.47 L27 4,eW 20.93 L28 S02 Or43'W 9.53 L29. 548.35' 'E 10.67 L.30 ' 10.82 L.31 a.44 L32 I N74 ' 'W 8.00 L33 I S149899• 28.45 L34 S19 1'W 25.59 L.38 $01-61- see 11.68 L.38 $62ZVQYE 27.26 L37 S03W100W 11.74 1-38 'W 2249 L39 S1 019'5 9.76 L40 I sow4a'oarw 28.70 L41 29'09'g S�+- 0.38 L42 7'3 7.94 L43 '181 'w 28.02 L44 •2040•W 23.20 L48 S01V0`WE 23.27 L44 7'17 28.14 L47 '28'1 'W 13.60 L48 '47 31.83 1 I O g x 'S 1y R, Q: +y3. +1A' O •y` #`n + + r, �1 1� t tJei r A� y ar o 1 40.87!. 40 7 ;► g 1 8' + x I'l3.1`1 ''19•'1 1y s ,� a O r, s • 'v(F +P + I � }1. r � tt�y �g 1 L� P ' 40 2f I I F3. O 24 4z2' I 111 t 6 e: I 1 p # x r` iY ary Peep ,3. + or I �i .> wr 4 J I I I O P � 1 I 25' + 1 Buffer 'P ,� I I' d I ''� +� Try• y I '1 x r I I i I; 1 f� A i - •i M p # ^11• +� 47. 0 #1� r �1• �BY r L48 . I ft `� 096 F�- I- Wd 4T 4 V� 45.1 f79,� 9.M6 4&151 1a _ Type 1 Auto I 7 4Y RCP Q8 ( Strn M H `r - Z I. �x I ICE- 347.. 441 IV"el I.E- 3 I.E.- W "torn-36.09 a r03. r1 SW Car SE X Soo 7 -29 -18 c�3 X RECORD DRAWINGS E N SURVEYED BY DRAWN BY I REVIEWED BY 0 _ N PROJECT ENGINEER DATE N APPROVED BY CITY ENGINEER MICHAEL D. QUILLEN, P.E. 0 33721 DATE +0'' 13. PROJECT UU/TS AND DOUBLE S/L T FENCE ALONG N2r7LANL LINE .-Jo 45 0 44.94 sear HOLE 7 # Jr.07 %%' F � x y 1p - . Type Owl; 30' W.L (County) I at Crate f6 QE.- 487 �` ?• PE Gae llns 11,,1 I.E" W Boo S BokLam -37.53 I 4.3' rJ,� r -41 r4;0 1. REVISIONED PER SWFWMD REVISION 7. 3� T (iN SILT FENCE - -- -� -- - - -- I + -_ - �± � 1 15' 0 �� WITH f- s TYPE IM OR TYPE N SILT F04CE BfDLS -- -`- + #� + _ .4 �!� t t8 SEC. sal FOOT SPEa) rSILT FLOW PROTECraN AROUND Dmat BOTrou HEM TO BE DIRECTED'- POND I } ` _ SILT FENCE APPLICATIONS P.P. ■� DO NOT DEFUN IN A MANNER THAT SILT FENCES WILL ACT AS A DUI ACROSS PERMANEXr FLOWM p ��'� I -, e' z� ELEVATION SECTION ,� AT ,W B FOM ODIES OrWWA TO BE �°D AT UPLAND LncwnoNS AND TuRalDmr sin ERs � r- r� �� m� �I yh- Z" ' ' 1 CM DrA� rya RCV x l �,I�,' - - - - -- SIN PROPOSED RT +�' I + +� I r.� - - -' LIGHTING FIX /f�E (TYP) k 1 TYPE III SILT FENCE POULTRY MESH (20 GA. MN.) OP11OPiAl POSE POSITION 914 TYPE A FENCE FAEIRIC \ fWT N0.C.452 & SEC. 988 - ;aPrroNpSqQ4pp•�� x s• 0R t/- r� sK.r FESrIr 13! Lm/F7. MIN.) P n (rte_ 10' Mrx £ODE -- TOWARDS - - �f wti I POULTRY MESH TYPE IN SILT FV" TYPE in 9LT FENCE --4 +a ,� 9 I _ 39.3s FENCE FAWO SILT SCREEN BARRIER DETAIL F � j `V � I +,p. I - / r -, 0' � �IIJtt FlLTE7t FA8ftlC .w a ^1° X r 990 sEiB FDOT SP00.) 9LT FLCAY F.D.O.T. AMS N0. ,02 N.T.S Q J + "" I � a OR AKED T OR MY ONNNATI Of 7YM HAT SUff WE O! AND M + + + # ■ '' Eli " OONTROL AND WATER QLAI Y RF-QUIREdE7 M THE EARRIM 1YP9S) WzL BE AT THE Z I J I = �yo-� O%YTRWCPOR'S OF" UNLESS OPriFR'MISE WWnED IN THE PWaS; HOWL1FR, PAYMENT WILL BE Y KED U24Rf8ER EPOSi9 el SILT Fa10E4 AND STAID SRT EiARRIERS lt9 EIE T AiS1N LED 0, /Arm Q ty� +,�1y I ` . ELEVATION SECTION P09r,0N UNLESS M R- WISE E>�rED Ear CMEM p W � � - Z TYPE IV SILT FENCE Ira I - - - - -- - + + o + ' _ SILT SCREEN BARRIER DETAILS m ' F.D.O.T. INDEX NO. 102 N.T.S. 4. + -- _ - - 5, 450 ��I _ �----- - ----- . Vp �� *•�• + `-__' - +, w3 -F �--4 �sr'HOU: s � + � -� ( � 1 4 IN 10 5 ALUMIN UM P.P. I - -- PROPOSED ACORN PEDESTR /AN PLATE - ��- o LIGHTING FIXTURE (TYP) N. /. C.) p.alr rJ - O w ,, -- -- - - - - - - - - -� 0 a a SKIMMER WIDTH s+ rA4}�eh r 11 r -... - -. . Vj 3' '� II BRICK ENERGY r I I WEIR WIDTH o I + I / �' I DISSIPATERS 3,000 P.S.I. CONC. 6 �`' - SKIMMER LENGTH OVA mIte �, zl_.----- - - - - -� PLAN VIEW .,+ IRE HYDRANT WIIN /N r � I I _ I I I( t l f_ , (` _Jh � •, ,f 1 I ( fi 1 r - - t 200 FEET FRO PROPOSE BLDG TOP Tog S KIMMER TOP +� 43 * 0 20 1 WEIR ELEV. 1.5 WEIR HEIGHT TOS EXISTING 46 r v0 PROPOSED IRE£ / I 1' _ �`'1 ° - - - - ° -" - SKIMMER BOTTOM BARRICADE (TYP I e c/s 1 >�' 6' 3.000 P.S.I. CONC LIMITS OF CONCRETE PAD SUMP EL =43.0 I OI ,ry I WITH 8"X6 P.S.I. W.W.F. TO EXTEND 1.5 BEYOND SKIMMER TO OVERG OWTH DETER _ T +_�__.__ -L _^ J- L., ___ --- -- - - - - - -- -� I X I 1 r•,� �'� - SECTION A -A 4`• \ CONTROL STRUCTURE CHART 44.0 45.0 X 45.0 774 HOLE e I - \ 45J? HOLE 9 + �✓� - - - X X X X X t X X - --'' "to ,ry \ - l.Ea39.S /.E.yJ9.S /.E ?39. 6 /.£_395 /. 0 1.E. 39.5 1.£.'39.3 g ryl,t _�' ,°p 80' of r� 1 C ry O M1iy 1 M1� }1M �ry n1� �1� �1, yY�g _ ..5�•4, Y rz � - e• � �� j oak .-r- - r- - -3.r- rY _- t - _r!- -- - V'►T ■ �y S letd Handral ax 8' Co S/W �1 8� CM - � -r.. `�o ',b -r- - -s- - p '•q��j1 y .`• °►�� '� ,f v3. /'� San MW - 6 � �• -- tq .-.- -� � .+-ti a M. Ovttr Oak - �- - - - - - � -"'� ='�- � = = - - = �-- - _ _. �•_ � �� = =� -�">� ° = '- �o...�s -. _. -�" ��•t_ - - = SKIMMER AREA TO EQUAL OR EXCEED WEIR AREA A Z E Conllfct Box /4 te' W.L TYps 1 Curb �� Type 1 Aubl Stm trots DREW ST T (C.R. 52s I QE- 4 &u OUTFACE CONTROL STRUCTURE DETAIL E op 38.38 S 30' Got Line •� I I.E- 38.89 S _ Tap of 10 K- 43.40 Y PE Gae t7ne 248' 2 � FE7PG`E POST ET 8' ON CENTER �' W.L. I i NCB. N.T.S. POST 30' ABOVE" FINISH GRADE TOP (30) AND BOTTOM ' X041 R0/1 (F.G) 4ND UID &41 (8) C/WN LINK FfiWCE FABRjC 8' �1,° ,� � �,, � I co�' � r� � �� This survey prepared by the City of Clearwater Engineering Department 0 ELOF The Horizontal Datum is an assumed coordinate system. 0 22')( 243.' FOOT NETTING BY OWNER r r + 1 p ry' The Vertical Datum is the old City Benchmark network, N.G.V.D. 1929 CITY DRAWN BY DESIGyEO B r;A �„` CH1 U<ED,BY CLEARWATER CONTRACT Novo'ay' ". +��` °!. A.P.C. 07- 0035 -PR CITY OF CLEARWATER PARKS AND RECREATION DEPT., Novo /13/08 BY I DATE CITY OF CLEARWATER, FLORIDA UEUEL1:1;4,-, PARKS & RECREATION DEPT. CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS 100 S. Myrtle Ave. 4625 EAST BAY DRIVE, SUITE 21 1. CLEARWATER, FL 33764 PH 727.822.4151 FAx 727.821.7255 Clearwater, Fl 33756 WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS # 107 JOE DIMAGGIO SPORTS COMPLEX 2450 DREW STREET SITE PLAN / CSWM PLAN NO. SCALP CLEARWATER JOB N0. VERT. NONEC " r HGRIZ 1 "=30' � ; 2007 -204 SHEET N0. 4 OF 4 BMA( ,A; {t) kEFt�' ;, 6726 DATE N_ 04 8 04 2 CL ti 00 00 0 V_ C14 0 w cfl w _j w M w r w Z 1:11) 2E 0 9 (o jos :1 �% 1 . ..... . ......... 17 12* / , 4 4!, 2 - 3 OD 12- II 4 0 j2•k 12* ii cy, Ia- Broz, Pepper' 0J• 1 1 4• Ae P per/ 2f 60. POPI or 31 011 �_ _r� WON No GENERAL NOTE$ 1. RI=FER TO 611 E3 FOR SITE PLAN KEYED NOTES. Fl`L 'TO OF WORK FOR PRASE NO. 1. PROVIDE ELECTRICAL CONDUITS, JUNCTION BOXES AND -luL STRINGS ONLY FOR LiGil POLES, r-LAGf*dLg LIGIl SCOREBOARDS AND SCOREBOARD CONTROL. .............._..»......... »._•___._.__._._._..._......_.. . ...._._._............_._._._. _ .__» »__» _» ».._............. . __ »_ »_. ............ . ....... cn cnJ9 p P N N Lc ..»........»_...»._... ._.__....... »._... »...._._... ». ..._._ »_. .....__........ . ......................... ..... . . . .... . ............. ....................... ........ ....... ..... ..... . ............ ... .... ....... . ......... ..... . ............. -AC4, / ».»..._..»..».__.»_.»....._......__»..».»...»..._.....» ..... ..... .......... / . ................. .... . . . .. . ............... ER FIELD INC, I � 1 ( " ( I .... . ....... ...... ... ... ... ........ .. -- — - — - — - — - — ----- ---- --- 00 cn _..._._._....... ....._._._...._._........_._ »._ ... ». »_ _.........».»._......_ . ............. ...... . .. ............................ .. . ... . ..................... . . . ................... . ........ ..... ....... A / _ � r I I I / K-7 _ FOOTBALL FIELD 1115" - POOMALL r-115LO "IA" 41 I FHAISE -I . . ............. . .. .......... ............................. ..... ................... ....... . ........ .......... ................ ......... ..... . ................ ...... ... .... ...... ... ............ ... . . .... ....... . .. ...... ... ........ .............. .. . ........ .... .. . ...... ............ ..................... 60* Ef 8°x for LP. a' com S/W .. ... . ........ -_ 1�� — . ... . ...... ._._._....... »... . . ..... ...... - - ------ . . ... ...... D R E W . . .. ........ - S T R E E T .M__/._Q\ IPNAS9-21 . .... . . ...... Cone. S/W I 4.1. . . oil I ( � I II ci ... . ............ -NIf __ . .............. I .................. SITE PLAN - LICxH71N POWER AND COMMUt J 4, :4 0 0 0 W 0 Z 0 C V) 4 9 w 9 w W V Tzo. PROJECT NO. 1976 t-,") E4 Ir-- 0, rO SV) cn cnJ9 kn kn 8 p P N N r- r- cd Q) 00 cn A J 4, :4 0 0 0 W 0 Z 0 C V) 4 9 w 9 w W V Tzo. PROJECT NO. 1976