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1120 BETTY LN NCITY OF CLEARWATER - PLANNING & D TOR 9 � TREE REMOVAL PER JA 0 2999 NAME OF OWNER `' �" J I WON F k*MOI SITE ADDRESS Y: PHONE - 3'1t--J beWi OWNER'S ADDRESS �� Hazardous LOCATION OF TREE(S) ON LOT 0 Declining SPECIES AND NUMBER OF TREE(S) 5e-P— 1-4416dwid r p O Dead ❑ Other (Specify) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus 0,00 for every free above 5 to be removed is required. Fee Recd. $ E) 752& A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a, Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (11.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications, B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above- identified property owner, and should it be determined that the tree(s) are located wholly or partially on properly owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any pions submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from he p r ed der it null and void and be considered a violation of the Community Development Code. Sign ure wn 6,- pplicant Printed Name Address Agency Representing OCL # �G 53-705 717 -7 44 171693 City State Zip PhonelCell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Aaent .tT- ..rn J"APYIIVUVIC L-VUC / -- ...J Based on the Inspector's comments and Information submitted, the above removal application is: ❑ Approved as Submitted (Approved- Modified as Noted Above E) Denied Signed: AIL— Date: 5 loq _ Community evelopm nt Coordinator or Designee /Inspector Valid for six months from the date of issuance. ` ^'^ ^^ ^• ^^ . M1.Hn .. Oi..nnln.w 9. 1\...,.•f�r.monl Yin /{/"CC V iln.., _ Ennilnnn} h.... n n7 I -a Q- D--t D O m I Y' , s 1120 BETTY L BCP2008 -04197 kNNING & (DEVELOPMENT GAZEBO DEMOLITION MOVAL PERMIT Zoning: I atlas# 2698 NAME OF OWNER SITE ADDRESS lZ d -' N. 13 PHONE OWNER'S ADDRESS // L-) LOCATION OF TREE(S) ON LOT _ SPECIES AND NUMBER OF TREE(S) %L 1,,5 .4 ;,e C%t- A : r: 1, y TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. e a APR � � � 8 AConstruction I>c may 4 Cy *See "A" below • Hazardous • Declining • Dead Z O ❑ Other (Sp ®City) I" Fee Rec'd. $ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50` for all others. The site plan must include; a. Major Changes of Grade f. Proposed Number of Parking Spaces J. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks 01.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces Qv.) Diseased or Insect infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain Intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS D 1. Tree replacement minimum standards: T0' overall height, 2.V caliper Florida Grade #1. See inspectors note below to determine the number of replacement trees required: Replacements required within 30 days. can 1' hereby certify that as property e y fy p p r1y owner or as representative of the property owner, I have verified that the tree(s) sought -° y to be removed is wholly oa property owned by the above - identified: property' owner; and should it be determined that 0 the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold th® City of Clearwater harmless In any ciaim made for wrongful removal of-such tree(s). 1, hereby certify that' this application together with any plans submittedis atrue representation of ail facts concerning the proposed 'removal of the trees) Any deviation from the permit issued shall render it null and void and be considered 'a violation of the Community Development Code. Signature of owner or applicant Printed Name f S yC? l L��c �.c �,.CC ac l� f � -- Address Agency Representing OCL # 141 �_u %r l% G; %� %� 3 y q Y / — 31 --. QS—;? > >ec vcj -e DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent -�/ Inspector's Comments: �"^'� w _ n A_ Applicable Code Section: .3^120. Based on the Inspector's comments and information submitted, the above removal' application Is: ❑ Approved as Submitted J Approved= Modified as Noted Above a Denied Signe R Date: Communi Develo ment Coordinator or Designee /Inspector Valid for six months from the date of issuance. • ^ • ^ ��• �-� A• 14„ .. DI-1— n, n......L.. ^+ Cn L6 v11^ - 4nNinrint Rev. 2-03 Albee, Rick From: Albee, Rick Sent: Wednesday, September 09, 2009 9:01 AM To: 'Keith Zayac, P.E., R.L.A., LEED AP Cc: 'Steve Klar'; alex @keithzayac.com; Wells, Wayne Subject: RE: HEP The trees removed where reduced from 52 to 30, or 297 inches to 190 inches. The landscape plan proposes 43 inches, therefo $7056.00. This deficit must be addressed prior to C.O. If the number of trees proposed is reduced this deficit will increase. AftE appears that all of the proposed trees are required to meet perimeter and interior requirements. A reduction to these trees w Wells. From: Keith Zayac, P.E., R.L.A., LEED AP [mai Ito: keith@ keithzayac.com] Sent: Tuesday, September 08, 20093:32 PM To: Albee, Rick Cc: 'Steve Klar'; alex @keithzayac.com Subject: HEP Rick, Several weeks ago we m.et regarding saving trees on the site that were proposed. to corne out and. after meeting with A they could be saved.. The owner would like to have a discussion about reducing the trees proposed to be planted as sh based on saving the additional trees. I am assuming that conversation would be with you and somebody from the plat Keith Zayac, P.E., R.L.A., LEED AP Keith Zayac & Associates, Inc. 701 Enterprise Road E., Suite 404 Safety Harbor, FI 34695 727 - 793 -9888 Ext. 302 04/1812008 09:34 7277239277 ZAYAC Keith Za a Associates Inc. CiW Engineering, L2rndWW Archftclure, Planning April 17, BIOS Rids Atee City of Cbwwaw 900 S. Myrtle St;, Gam', FL 33755 RE HEP TV" Oftmwftm Dear Mr. ARM& PAGE 01 701 S. Enterprise Road E., Ste 404 %e t)r Hartr, FL 34695 (727) 7938888'Rhone (727) 793 -9855 Fax kP31tt1ftk9WaP..Ci5M VW have been Baited to IaMlew ft pc ity of p waving Use #10, a 27° Live Oak on the HEP project SM. UmbftW* U* b" lies dm* in the middle of the prgW eft, and in a lotion very new the propr o o d bukirhg, 04 wift a paved parking ergo. Them is no unable project design fhb can be and 39 preserve this brae, dhm to ift mnmt size NO ivcbon. Due to ifheee faCkn, and a nec�eS- to mew ft C4 of C.leerwater'S d DeftxbPaWt Code, it IS our POWSio W opinion that thb tree r be removed for the letaon of this pr *xt If you have any questions or oonoerms, please feel ftes 10 oor4ed me. , ,l"orr Boyd, E.I. Kenn Zayaa & , irtc. C:1 bWM and SeftinpelU wneN3sskEopIFORMMLetter.doc C 2 l- 3 ILI F3�'y M Alan Mayberry 16 N. Comet Avenue Clearwater, Fl., 33765 Tree Inventory KEY December 10, 2007 Prepared for: Star and HIar DEC 12 2007 By: Alan Mayberry, Consulting Arborist Date of Inventory: December 2, 2007 — Sunny and Clear 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, 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 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 — 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 2 i/ 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 #S 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. 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 rated 4.0 and higher should be preserved if at all possible, while trees rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees 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. When work of an arboricultural nature is recommended in the inventory it should be performed directly or under the supervision of a competent International Society of Arboriculture (ISA) Certified Arborist. Trees with an overall condition rating of 3.0 and greater are considered worthy of preservation. It should be noted. that some trees rated 2.5 can be improved through pruning or other arboricultural techniques. Trees in this category are noted in the comment section. W Tree Inventory Tree # Size Species Ratiniz 1. 23' CT washington palm (Washingtonia robusta) 4.0 2: 32' CT washington palm 3.0 7" laurel oak (Quercus laurifolial 3,5 r-1 cherry laurel (Prunus carohniana) 26" laurel oak 6 k° 23' CT washington palm V ll' 29" laurel oak Mr 5 V ".8 31" live oak (Quercus virginiana) \, 9 -�- 24" live oak 00' 27' live oak 3:5` 1':, 18" live oak 3 :0 14' CT sabal palm (Sabal palmetto) AS 29" laurel oak. 4 9" java plum (Syzygium cumini) 1 '� 5" cherry laurel 28" live oak 17 f 27" . live oak 3.0 t "18 :;, 34" live oak 3 5 19 21" live oak 3:0 20.E 5" laurel oak4 4 Alan Mayberry Consulting Arborist 16 N. Comet Avenue Clearwater, FL 33765 Tree Inventory H.E.P Site April 8, 2008 Prepared for: Klar and Klar Architects Inc. By: Alan Mayberry, Consulting Arborist Date of Inventory: Trees #1- #20 December 2, 2007 Trees #21- #94 April 8, 2008 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: y 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 1 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 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 — 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.. N 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. 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 rated 4.0 and higher should be preserved if at all possible, while trees rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees 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. When work of an arboricultural nature is recommended in the inventory it should be performed directly or under the supervision of a competent International Society of Arboriculture (ISA) Certified Arborist. Trees with an overall condition rating of 3.0 and greater are considered worthy of preservation. It should be noted that some trees rated 2.5 can be improved through pruning or other arboricultural techniques. Trees in this category are noted in the comment section. 3 a Tree Inventory Tree # Size Species Rating 1. 23' CT Washington palm (Washingtonia robusta) 4.0 2. 32' CT Washington palm 3.0 3. 7" laurel oak (Quercus laurifolial , : 3.5 4. 9" cherry laurel (Prunus caroliniana) 1.0 5. 26" laurel oak 2.0 6. 23.' CT Washington palm 4.0 7. 29" laurel oak 2.5 8. 31" live oak (Quercus virginiana) 3.5 9. 24" live oak 3.0 10 27" live oak 3.5 11. 18" live oak 3.0 12. 14' CT cabal palm (Sabal palmetto) 4.5 13. 29" laurel oak 2.0 14. 9" java plum (Syzygium cumini) 2.5 15. 5" cherry laurel 2.0 16. 28" live oak 3.5 17. 27" dive oak 3.0 18. 34" live oak 3.5 19. 2 -1" live oak 3.0 4 20. 5" laurel oak 21. 4" camphor (Cinnamomum camphora) 22. 4" camphor 23. 5" laurel oak 24. 8" laurel oak 25. 5" & 7" camphor 26. 7" cherry laurel 27. 13" camphor 28. 11" camphor 29. 27" laurel oak 30. 29" laurel oak 31. 25" live oak 32. 18" laurel oak 33. 26" laurel oak 34. 26" live oak 35. 15" laurel oak 36. 14" magnolia (Magnolia grandiflora) 37. 12" cherry laurel 38. 23' CT queen palm (Syagrus romanzoff ana) 39. 10" laurel oak 40. 15" laurel oak 41. 8" magnolia 42. 20" live oak S 6y J 4.0 1.5 1.5 1.5 2.0 1.5 1.5 1.5 1.5 0.0 2.0 2.5 1.5 2.0 3.0 1.5 2.5 1.5 3.0 1.5 2.5 2.0 3.0 43. 28" live oak 44. IS" & 28" live oak 45. (not protected) ficus spp. 46. 15" laurel oak 47. 5" magnolia 48. (not protected) ficus 49. 9" magnolia 50. 28" laurel oak 51. 22" live oak 52. 5" citrus (Citrus spp) 53. 6" citrus 54. 4" citrus 55. 4" citrus 56. 7" citrus. 57. 5" citrus 58. 10" & 8" pecan (Carya illinoensis) 59. 9" citrus 60. 8 ", 12" & 10" pecan 61. 4" citrus 62. 6" ' avocado (Persea americana) 63. 4" citrus 64. 5" redbay (Persea borbonia) 65. 4" citrus R1 3.0 3.S 2.5 1.0 1.0 2.0 3.0 2.0 . 2.0 1.5 2.0 1.5 1.5 3.0 1.5 2.5 1.5 2.0 1.5 1.5 1.5 V 66. 6" citrus 1.5 67. 5" avocado 1.5 68. 7" citrus 2.0 69. 4" citrus 2.0 70. 35" live oak 3.0 71. 15" Norfolk Island pine (Araucania heterophylla) 1.5 72. 4 ", 6" & 12" Norfolk Island pine 1.5 73. 15" & 12" sand live oak (Quercus geminata) 2.5 74. 23" laurel oak 2.5 75. 5" cherry laurel 1.5 76. 14" Norfolk,Island pine 1.5 77. 5" laurel oak 2.0 78. 4" laurel oak 2.0 79. 8" laurel oak 2.0 80. 14" sand live oak 3.5 81. 16" sand live oak 2.5 82. 21" sand live oak 2.5- 83. 14" slash pine (Pines elliottii) 1.5. 84. 18" sand live oak 3.0 85. 14" sand live oak 3.0 86. 24" sand live oak 3.5 87. 23" sand live oak 3.0 88. 14" sand live oak 3.0 7 I 89. 23" jacaranda (Jacaranda mimosifolia) 90. 4 ", 4" & 5" laurel oak 91. 28' CT Washington palm 92. 30' CT Washington palm 93. 13" & 20" laurel oak 94. 28' CT Washington palm 1.5 2.0 3.5 2.5 2.5 3.0 1l1?o rl/or,�_h be`_'_'(r' Lc4ne_ 14,T,. 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'. �� _ 1 ., EXISTING CONCRETE DRIVE " ?, F° _1\ 1 /.`^ ;F. t s, x r' e, ^'.� I E I APPROXIMATELY 8 I ,., °..,t I 0 - " I ' I `: "'•.. TEMPORARY SILT FENCE LOCATION � \ x tr: F e t ; B INCHES OF FILTER :4 - t t - ' I I,,, ( ) I r . _ .I. a � ,.N (`3 : i. }�. / r-;:� I PLACE THE END } I I j I a a . - .. ° • {{ _ „= _ I m ` 4 ¢¢ MUST EXTEND INTO POST OF THE _` "° . I a ' t I ' E T. ( . I ' I LL'i !'•� E.> \, I Grp, T E i "t D FENCE ° , . ,. r ,�i ..I ''1; :, • , . " 4 ,. A TRENCH AND BE INSIDE THE END 11, r, it;:' i -�I S » , ,: /" g •1. - ...§ - -- - - F, K „ , ; ,'.'I ^s ANCHORED WITH !J, I `: _x �_- __ . ` - °. ,`: i e t POST OF THE I I- I_ r° CL: _ I v -_ ->:".. ,.. "& r ` I `:a,.,- +r' , a - CTED 1 a µ _x a - -- . _ ,' . f _ Ii i` rJ ) t ,F: G TE . , 7 . ., v COMPA FIRST FENCE s , .I ;_,° BACKFlLL MATERIAL -• ,, - .. q , I . . r f _ f . z { n .t . 1 - v1:'_. .0 - - , , " s J a^ POSTS BOTH -Y-. "'. I Y ^ t h I'` STEEL POST -` kr ,c c_, \ 805T5 AT LEAN , CONTRACTOR SAIY GUT' / g` Ir 1'EI I 1 l 3, w ' . " / f 9 ( "`Ja G ,I - A CLOCKWISE I. ml - i -t' _ r rr - ,rr r i I �; p 1r l } -,iii RUNOFF ;y & REMO ; EXISTING CONC E1E APRON, I r= E I, • Y / r _ DIRECTION TO 3 .' I °` r § I D' I CREATE A TIGHT i- , p r _ a �. I I I I .� E;. ,- a EBB ,L a //i =(f \ \ \ \, \` SEAL MATH THE 1 , . - I 1 ; I � / I I - I /\ \ \` FABRIC MATERIAL 41 12- r_ 9 _ q x u _ ri = '.x T' i' I_ Irr�� c rv' I - c" DIRECTION OF RUNOFF WATERS I F �- ` _ t t` `r, , , 10 INOIES I F- _ -- . , Y: v , 1� T- .... 1. f' _ k _...: i \ \ __. = , r °r: a -. » „ 4 » l , r / MIN -. . r // DRIVE BOTH ` r , = v .. ^:rr I � � _ I � � �,, E�., ' t \ PROXIMATE _- r-. ; . . , o- . M1i; - - I _ _ \ �- E r ] a , ` d ' .' ! 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XISTI FIE HYDRANT` > ;` f 4 ,,w , - { _:E _ _ _a- -..3_ - C E NG R e' 1, tt a _ _ r- '� [ E ISTIF,I_ r " I r:." . - j - ._ _ - \, . - _____ -- - "t / ++ aB i TO'REMAIN , ^ _ -, \ - �- - _ _`mil:.- I - , �.- sL __ �_ .�,- ,„r ;: , , , ° i :,7' -_ F ._. ._____ -.... y .t �_ _ , _ t r , e 1 ,w ' S i , i Imom- (/ �� T ^- ®_ -° d Y 1f4 ' g " "r. +' 1.- -r-:,- t .. -.,-- ._/.. ._: u ..._.._._.._, -,._ -- : , , t,�1 , •4r e. u, k` ° is I'.'I -_`_ % , -, . a 1. $ ' , , ,. Fir r.. I � _- r" i - �u_m _ / (° T I r; ,u P 1 `,' x __ ^I ,I E -,,,. .' - °ei r1`R,- P! k; l' -, `�' ° - �'' i g j `t p j xl: sue. i`: \ f' pr� - �LO AG OR TT3 rSAW! CUI' - F ' C� `t I' ^a -� .Jl L., ., V /_J '� - -[..' 'iJa _ F. 4:... t:i. .. �. ° 6< ' t, -,11`: .� °'; - r x _ - e° -dc REid( -�3C °APRON F t, 1,C _- 1 far "I - - I4`- F _ f•n tSTING-C:OACR -$TEL - - 1 1 t;t I r.1 f E , _ / CONTRACTOR TO SAW CU7 r• . = P I ._ I k _ FFI = CJ . - , , - - ^ ,,: E -: - - _" �+ REMOVE N C CR TE APRON _ -vI- _ T.r,€ . E .1, .P <-[ _LC a : a - � r _ ! .., 8c ° EXIS .G' ON E - - _ „i' „ I`` _ { , r:r:.,i - ;, _ pt:. L TEF _ g E �. _ -_- : i---4J _ _ _... „,1 F 1. -.:I- - _.:t _, - -_ - - _ _ - _ s3 _ % -,' S,i'`611. ,..: Ca ru,t`I 'LE , ^:, 4 11 ,. r G ° L r, F.___ , _ - __ _ P __ __ _..� __ I - '2 __� _ - --=--� -__-_- - - L L a. ' �F:Itt'9 E • -- , ,. ,I, - °, I` 14° I _. - _� _ - T _, - - _ h` 11 q- - - �� _ T • e °,4 I 2. r Ia - E t f `P , ,°, 1. , +'- ,- y p ". - i s tv. • _ a-- ____ -_ - _ _ - - �..._...-- _51.._- _ �.. -- - 1; 41, / , ., 11 E�COTIC SPECIES REMOVAL NOTE _ -__ __ __ -- _ -- _ _ _ _ _ -__ _ _, _ _ _ m _R I t' 4 L., r4i 4--- �r, -- -- _ __� -_... - h _ - 1 -r-_ -- -.,t- -__. -_ ° °4') __k, x • r' - t, 1-'°I :. sA,'' �.,_.. _°'14j- °�` °:` ,a�r y- `v._s. ;'ir51 .7. 0l., BRAZfC !PER SCHINL1s FEftEBINTH1FOttUS -_ ` I --_ -_ �y -t, <, _ . , ° •. __ ,- - ALL- EXOTIG�SPECiES; I.E. fAT�E ( }, �� - . - ? E'•,., ,e 1 "' � -_ 1,I _: - r DEMO.ITION nIQESr- _ _ __ - a�� ¢,. ,l - -` - -PUNK TREES (MELALEI CA QUINQUENERVIA), AND CHINESE TALLOW =. -'' `at I `<^ ' -= a - - �_ -`= ®- =;t - ---p -- G. (SAPIUM SEBIFERUM }'MUST BE REMOVED AS A CONDITION OF SITE - -- - - -` -� _ v _ - ..._ -. - �,�....- ..,.__ -- - - i E� p-,..I I V I DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO ,1 ' �_�_ __. _:_� . . -__ - � - =� -p-= - _- -- _ - -- - �� -r_-__ i_ r, ' . , .pti `t is `t - ._._.... _._ r:. �TOOB 5(�L-� F�f3R Att PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD 13 --- -- ---- _-_ __ EWViRQNMENTAL TEST=ING REQUIRED PRIOR TO DEMOLITION. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN OWNER OR AGENT DATE UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. `° 3. CONTRACTOR TO INSTALL SILT FENCE PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE A BACKFILLED TRENCHED. 4, CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO ISSUANCE OF BUILDING PERMIT, 5. CONTRACTOR TO REMOVE WITH A CHAIN SAW ALL TREES TO BE REMOVED THAT ARE UNDER THE CANOPIES OF TREES TO BE PRESERVED. FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFlLLED TRENCH BEEN FASTENED TO THE POSTS TEMPORARY SILT FENCE DETAIL NTS "m TREE REMOVAL CALCULATION: (1) NUISANCE SPECIES OR TREES NOT COUNTED TOWARDS REPLACEMENT (2) TREE RATED 2.0 OR BELOW TREES TO BE REMOVED: DBH TREE TOTAL RATING TYPE u NO. INCHES I 10 4(2) 10 1.0 CHERRY LAUREL 26 5(2) 26 2.0 LAUREL OAK 31 7 31 2.5 LAUREL OAK 31 8 01 3.5 LIVE OAK 24 9 3.0 LIVE OAK 29 10 29 3.5 LIVE OAK 18 11 1$ 3.0 LIVE OAK 29 13(2) 29 2.0 LAUREL OAK 5 15 2 O 5 2. 0 HERRY LA RE C U L 30 16 _ 3.5 LIVE OAK 27 27 17 29(2) w 3.0 0.0 LIVE OAK LAUREL OAK 29 30(2)-.,,- 29 2.0 LAUREL OAK 18 32(2) 18 1.5 LAUREL OAK 12 37(2) 12 1.5 CHERRY LAUREL 28 50(2) 28 2.0 LAUREL OAK 5 52(1) 5 2.0 CITRUS 6 53(1) 6 2.0 CITRUS 4 54(1) 4 1.5 CITRUS 4 55(1) 4 2.0 CITRUS 7 56(1) 7 1.5 CITRUS 5 57(1) 5 1.5 CITRUS 9 59(1) 9 1.5 CITRUS 4 61(1) 4 1.5 CITRUS 4 63(1) 4 1.5 CITRUS 4 65(1) 4 1.5 CITRUS 6 66(1) 6 1.5 CITRUS 4 69(1) 4 2.0 CITRUS 4 78(2) 4 2.0 LAUREL OAK 8 79(2) 8 2.0 LAUREL OAK TOTAL 30 TREES @ 448 INCHES KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM I EB 9351 - LC 2600212 • r. V [Q O � a Cn i� PL-4 " � W p = � P4 �11 E--+ w O O 0 �w w = !:� � U w HW �.l J L � H I ii - yy H u I �y r a w � w ww z u pq O L -{ x �IIIIIIIIIIIIII 0 :: • 7 1 /� z ^ W m . ZOw O L:) C\2 I'--4 LU Q ,4 V � ^ z U ' -i w Q W LULL Z a a U)) Z O F- a Ir U U3 C1 lid ddll I I I 0 . I- ddd� �Id�� I I I d Z �w >- tll -Ozcn 1' e 8 °� 0*4 7 tit W t "J a N ' _ Coj �•. �y,! Li) <, ') Ica 1 Ul o4.[ $ - ul �. o 4 �--° :� d Z ° It. � �W .fit 4 W a a •C Co I Q Q �0 .,,r`` o z PROJECT P. 634-08 ORGINAL DATE: 02.06.08 CHECKED BY: JB DRAWN BY: RM SHEET NO. C3 OF C8 � I STORM MANHOLE IN C.I.- A:p STORM MANHOLE RIM ELEV. = 12.93'W OH 0`� '�0'Oi"� OHW W. INV. =9.61' tX 5. ,� �•1 RIM ELEV. = 14.02' OHW 1 . ,� h p �1 N INV. = 10.37' OHW OHW o OHW OHW p�0 �5� l E. INV, = 6.93' R �r�`1''.�' ��' a o,'. 0w OHW OHW ® UGG ��'�� °�• Q . 5.0 4 . _ • . ' . I. , . , • GRAPHIC SCALE S : . , 5th �. ^�• �` . -_ CONC. • _• ° - D �� ° - ° - °° 'Z' CONC. CUf B ^ 1�' , . " , �a�c:`L ,' • �I '.�; FLUME _ 20 o to 20 40 <ry COR DRHJ_ dt C CT " ~ _ �,\ _ . . �� , ` . , '9 , • _ _ • ' • N� , " , • _ _ - , � ° • 15" HDPE TO EXISTING - ' 0 , , • �`'- SANITARY MANHOLE ', , �0 • �� - - , �� - �tio - x Cbr . • , " '��°' ELEV -- -00.00 g EwsTtt�c PK &D' - �-' - -� " - RIM ELEV. = 11.8d' - ' _ , - ` �� N. BETTY LANE p • ' `` X _ - . (SEE,SHEE ?'C2 FOR PINEL.,*S CO. . .1 ..�Rv\ 11 . ' (FILED IN. NO INVERTS)' �`° _ _' '�`9 - . �_ ` • - ' ��` • : z i STORM MANHOLE IN C.L, -�. ` . RICK �vA t7¢A�tON - ( IN FEET ) • ti .. • ' x`11' , I ` "` ��' -5-- • (28'" ASPHALT PAVEMENT }" - RIM ELEV. - 13.59' . `t"_ , / �1• ��b CY �� h I inch 20 !1w r ' / /; \ • . . . - _ ' ; • (RIGHT OF WAY WIDTH VARIES) - - _ . , �� ' • SW. INV. = 10.00'x• , - I - o� `L = " Np l , �1\ 11 /. \ � _ • 1b. 43 •E. INV. = 9.90' ti _N .�� r6 X ,- X - X• � ��h TARY MANHOLE ' • ° - - � - f' - � t : ` - _ - . , . ��1 i`� `°� 2' CONC. CURB ^�; , - d ° .,pK* ELEV. = 11.46' / „ iy „ ti��1 D ° ; ��;p`y: _ = ,� .1 • V. = 4.38' , ' - '�°a _ ti5�) I, - , - ` a ° C saw cuT. REMOVE &REPLACE v b ,OHW - �� ' V. = 4.29' • Ib - �`L' T- b ° , ° do S01 °56' S7 "E 350.00' (P} 350.00 ( } '9 - V- = 9.94' �~ FCIR 5j8'° : - 4 �� ` GATE - . �' . °. . , , a - ° •�`�` �'OH'V�l' ( _ ,; I LEGEND 3 LB 6711 ' >X 1� :a ° v , , ,. ° - °. ° Q ° .. 4' C9W °a F'% #27 10' #28 ` 0.00' j2;� F \ T ° 4a °' 50.00'• W . 0 4,' 4., 7" 7,. 7 • 0 00' (PJ � � HDP \ - STORM � � � � �. "' ° • OHW.- , ° ° a 150,00' (PJ 1 50,00' (P) 20� ., / dj1 • #24 7' 5" 7„ #26 � < �. . t I, • ® _ PROPERTY LINE ^ -- � / � � MANHOLE 50.00'; (P% # _ / \' IN CURB INLET _h ao ' (P% #70 � '.�oNC ° \ . • .,�o,� ,�. RIM ELEV. = 14. OPEN CUT AND PAVEMENT . 'S - "' h• � 35" � I � X x(23 5„� � ` ` ,_ a °• SIGN _ i #60 10 ",8 LXISTI /%� #73 '' -- "EVERYBODY;S 0 0 ` p`0 `` N. INV. = 10.77 ' ` 15 ",12' I :., - ° TABERNACLE S ORMWATER POND ® l #58 s°, R PAVEMENT REPAIR FIRE H RAKT, •. 2.2'S i '"' l / ' ° ° ° ' • - TOB =17.50 8 , 12 1 d \ ,�h 0 /- i -K I NWE =15,00 \ V" �' f .rl, • ,� � �~ �BR{CK BELL I ° i ° 21.8 X BorroM =tl.00 I #3 I, �. + �, . ' . ` �`(q� ,\0 �► STRUCTURE w a ° / #62 •- -/ g„ I. _= = - - = _ = - PROPOSED STORM PIPE & o ' ° /` �� ooh o 42.6' �� 41 `6„O w i. O INLET 1. BFP ON • , ,,0V , _ .. % *.. w I CON BETE, Q ° \ " z 5TOW RY I N - / i ' \ \ ri \ ..•....:.:.:.'. °.'.° / Z / - � f _ I , , I . E) MITERED END SECTION (MES) }FDC �~ , 3 4„ 6„ 12 °' 2 \ 15" m / I /2ND STORY \ °.•.•. °.•.'. / GRATETELEVUI7UOE �_ a „ .5' - OVERHANG •TTORAe SHELF • ••• SKIMMER ELEV =17.00 \• - 5 0 a I I 0 l__ /�(COV. CONC. `- _, .-- -", • gs0•sr 0• • • WEIR ELEV: 75 26 � I SS PROPOSED SANITARY SERVICE �• r #75 / \REV. OTIS C, / 1ST FLOOR) 1 /#64 •'�4V.1.4790•••• ORIFICE ELEY =15.00 , \ - _ GREEN - / ( #19 \ `5 ® O O O E; 000 ••- •••••••• / INV ELEV =t2.OD r _ A / ARBLE GRAVE / \ 7G A00 O O oo� ...... #51 .:.\ - - / \ tX 'l`O 1� ' , M�9NUMENT .1 Q 21' \ - t;r•: cD v- v- vi%-T- ..... €- �. ' ti� ' ' �� `- �- - - v, ` r r-r� -- . , .... A 22 "55 #34 I / \� EXISTING CANOPY & TREE � . - y N ti - \ \ _ ..... 2s" . ' ` �, O / TO REMAIN �' 1 ' � j, , _ , GATE ...... h6 0,0 = i� X w \ \ ��- �� 11 It -, g 1 'GATE ..... ~ �' _ / / ) f . `.�' D o 19 • , , , - ° ° ; ° a ° rn ( #18 X % #68 .... •. ,\,e , I _ I ~ PAVING GRADING &DRAINAGE NOTES: I13* �Ix, o� - `P ° , ' >:. ° ° .9° 5.8° +,� ES \ M '', ID 2'r o ° / ^ I , Q �� °'' - , °ro ^:' �° �'' ' - Q °' ` ` ' °.• - . ° -°' I 1. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SHOWN ON THE -�' ,�, - , `', <. °°, ; °.` I. `..` : .- ° °: '''\ X GATE ;° °'. °'.' �D 2 STORY BUILDING c, / � �`'� '• / • ° ' °' .Ii "' �' . 11 . - 8 16' ° RATE MAP, COMMUNITY PANEL #1205096 -000 - t; - t...® , .. �,� .�� -. �- FFE = - - 8- , 1:° // ° v c c Ra V :O . a O FLOOD INSURANCE RA P C D Q ; :.- , ° „ , ° ETE , . - =z I EFFECTIVE: 08 /19/91. ° • CON CR i . , v, ` --I , _ ._t" -"s '. ,° : ,04 ,;F_ • e , '.°., ^, , m , \ .. N ,��., D 194. d D 1• . .° , • ° -• ° ° 1 1 TCH EXISTING EDGE " ` '0 -'° ' ' r �- - -v :° ° -' v .,�: \ °. aI SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION ' CONCRETE > 73 ' ' •, / 23 CT 38 m OF P VE T AND CURB • - °. . °, ° r' o :. ° . .. • .. v ` . ° ti- \ � . , `° (�'. 'i` # _ UGG s 4 . ' r . v. _ ° \ \c�. ° �?t \ 1) 1' 'd D ° } CONTROL ALONG WITH GENERAL NOTES. }� ° - ° : ° • ; ° \ , # 40 1 m �J ' 3. SEE SITE PLAN /HORIZONTAL CONTROL SHEET FOR SITE DATA. 40„ �� . .• •• v' - A , - _ ,• .v, - , �° >, . . .- \ 15" --�� 4. SEE BOUNDARY $TOPOGRAPHIC SURVEY FOR TEMPORARY BENCHMARK BM �' '- BRICK 10 ,. m (T BM) ��..`, �� , o v. ..14'. ' ° frFsa ' °.:..�:• : ° °: °,•., \'� 1850 // N� BBQ / r� , �z ■ ■• ` \' / . ^ v : 18.80 D °" " ' 4- :' °• , ' . •. - ° .• • °'' MATCH EXISTING ELEV. . COVERED g„ #41 n- m FCM 4 "x LOCATIONS. a �/ ° �' e ' ' °• ' a ° :a`., 7a.o' w :�`.-: ' : " ;' AREA / 5. PEDISTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY .. - ' F CLEARWATERS REQUIREMENTS AND STANDARDS ALL PROPSOED -z -a , ° `' •• ° '. '° CO COV ENTRY _ 1070 A C 4 , o / O •. '' o . ° < . ' ° °: : . . . .•,° , . ' , . °, 19.20 /� �•�- j�O 1 -,- , �� h� °° �1 � , _ - , ° , :. . - > : ' ° °. I YD 18.70 18.75 rl _ o v a .�'� N I SIDEWALKS SHALL NOT EXCEED A CROSS SLOPE OF 2 %. / r \ a °. °. - 40.4' �� h1• .ti ' 1. rn • :•, p ;. . A- -- ° Q . t. • , .'•- . , , ,`' . 'M1° - e , ' . . . °• 18'10 - - TYPE D -1 -� *. 56 N ' �o . 6. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN 11 GR TE ELEV =18.20 -� ° o 11' , ' O THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL ;; � °'�. :............ > .. -': . - °, °. ° . 1780 (N)INV 12.90 ?� 1' _ �� #�Bay _ 2d 7' ° o : , .^ :°' v (E)INV =12.90 8 7`� / ,' m - o PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. I. `.. (sw) =15.65 7.2' N u� , - • GJt4' ° ^. °^ ' ' °, , ""�: • ' L' I N 7. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB _uj - _ . I , 1 STORY N ,Q .: ' : M „ m - 'tom : I _,, • 8.20 ' ' ; ' . h #g j o APT.1 . °. - N , ` ° SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. - 1 s.00 1 s.so ' #4 11 :a � a' FIFE 22.2, . °' .° o : , °.: "` TYPE D -2 - �O° \� `• 9 a • '`'' i� o 8. ALL DISTURBED AREAS WITHIN R -O -W SHALL BE SODDED AND /OR LANDSCAPED. �j 4.2'i,j z j V LLI .fig ri, 119.07' DQ GRATE ELEV -17.70 2.00% MAX. SLOPE IN ALL - 3•d' 2 STORY ° "' Y �� v LLB 4iE 'N, �, \ >< 6) ' ° -° (S)INV =13.60 DIREC110NS OF H.C. STALLS 20.4' ° : Vi ^ • . � . ¢ - Q m :: (W)INV =13.60 - ® BUILDING , N, 1 I- �" \ n ' n M. 18.28 a w 18.50 ° 0 1'N `_ ` C� v to = �b �. 0 0 25.7' 18.80 02 FFE = 20.21' . • .4.. n' _ 1 I UTILITY NOTES: 0 Z oa�`�' ��' , 18.28 < $ 18.60 c.o. o INV -16.06 A' GA`.t W ,° , 7 0 w 7' O - 21' m 1 STORY C!3 I ti, N _� ry 19 �o w o - °� n 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND CIO • OMB �h�� #g� - � Cn �E'? Cn �i C.O. 0 INV =1588 ° `'. .. G I� - "�� - .' I OI UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER Q =:14 19.95 19.95 UTILITY ATLAS. . . O a .'D, I/ 19�p7 19.90 . / , 0 I, '. �, (I -,hx #83` \ &Z 21LF- 2" 19.95 _ - • • 2. POTABLE WATER & FIRE SERVICE SHALL BE PROVIDED BY: CITY OF r. �. -I . _ #84 4. HDP �' ° 18„ 0 54.8' °' rye• ®o CLEARWATER &. -, • °° �o- I 4 ® s °,° ° x ` -'.; _ / #42�� oo ��° 3. SANITARY SERVICE SHALL BE PROVIDED BY: CITY OF CLEARWATER , , . -�. _ �t • . ti ,. a 19.90 ,,.� %':- ;..: '.. ° �.- ': ' ^: • a, • :' COVERED • °. �. , .. 20 �,�, ' ' ` `'' , - -- # 5 ' . U' � a- ' - CONCRETE ... ( w ! 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER h 14 °- p w 0: CONCRETE NGE '� 'N �'b - "''� 1 w p 0 1 STORY � -.'1: 20.80 E 43 ', "' SERVICE WITH LOCAL ELECTRIC COMPANY. �, ti ' ° ° 2 ST Y Imo? LO ,n -� m °° STUB`B 0 INV--�t8.08 6" ROOF DRAIN 19 2 ' ° a, -5w- '\ 8„ W r* 5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER �� .` BUILDIIaG BUILDING sTUe OINV -18.17 �� 1 ST Y� :` ° 86 24 FFE - 19,07' MEN'S DORM ° `_ TOR �a # - �' a �_ °' °° �_ °° BLutDING �` 544& 28' EXISTING UTILITIES. ��,`� , N - d 23" FFE = 18.29 �, . . I E ING _ 1 \ 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. N 3!: ': ' ° #87 j '' m 5, 7SF /F 0,015 SF #9 - 0 20.00 I \ - 7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE y #88 ^' . .• =2 . J° ,'x•-11`1: , ci n i_r. , p „ 16.28 m m \ / t �,_ / AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION n / �� 14 1 sTa�Y a -'. °° m m m \ / . ✓ - I CONTRACTOR WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF #89 N AP.3 0 6° 7 ` UTILITY, INVERT, 1_1/2° PLUG QQ_� CONDUIT MATERIAL ETC. AND CONTRACTOR SHALL NOTIFY f ,, a'{ o '023„ rn ICE _ °M ' 1625 '' ' GRATE ELEV =17.75 Ew ® m �, m �,° C� _ ENGINEER OF ANY DISCREPANCIES AND /OR CONFLICTS. CA , ° 0 19•x7' INV -14.00 m . / (2) so• ELeow GATE tx - •- o A/C 16.29 ._ . ` '. w �` ti°`�,, ' oo -- 1� I 8. UNDERGROUND WATERMAINS SHALL BE INSTALLED, AND COMPLETED AND IN (1) 6° Q�CV W/ BYPA ETER APPROXIMATE FDC LOCATION �� ` '�_' �'� SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. ` - ° ,0 18.40 19.20 , e 20.50 =, m INSXARED BY CITY AT IER'S EXPENSE TO BE INSTALLED AT LEAST / \ �tx ,�4Y ° G -1 2' ETE$ OW D 15 LF FROM FACE OF BLDGI ; �� I 9. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE & #?fll, TitLED ' 4 ,4 ,5 ° 3.0' CAD'^,'',: m P EVE S BY '- (SEE FIRE PROTECTION PJAWS ' �- 1 1 STORY " 1 18.00 6' PLUG cm m (1) 6 "xt -t /2' TAPPING DLE ' , \ •' -` o APT.4 o - `,.' - CI AT o 's EXP sE ' *' do i -1/2" c.v. w/ eox TALLED FOR FINAL LOCATION, Des �, _ _ VALVE TO THE LOCATION OF BACKFLOW PREVENTER AND FROM DEVICE TO 1° _� / FFE _ `' COV. 10.70 . BY CITY AT OWNER'S EiISE &DETAILS) 5,• 46 BLDG. ,',_.. �� , , ' �� r4 cc� ENTRY C.O. (TYP.) : r `o / °- ' X o • 19.07 3•a.- f` 59LF -6" D.I,P. " . � � -�,o' m ° 10. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED �� ,�'1- txC "' ~L5.4' 21.7' SAN. SERVICE. m �°' \ \ X 50.00' (P� ® °.. 5" , �� , p, :`1� 11 • -.1 `1 I ; .: #218 - - -f 20,7 / ui 14.7' u! _ � 1.00 MIS SLOPE 19.66 X #t 2 fi / 37•= % � a - • • - , . _ 1 THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO - M CH EXI TING t• j ' I •i 4 CT ° , : _ > / 1 . CONSTRUCTION AS PER NFPA 241 FIRE DEPARTMENT CONNECTIONS SHALL BE !'a i,1_ WALK 0 00' (P% r='- '.�• - .a °... '•' a yy .. a : V 4'CSW'• °' ° a ' �`°°' 1 l ` �'� 5Q00'•� (P1 / Pi i7 ) f i f ° . . °.4 V O . ° R V °. ° R ° R a.•° :Q .x. B • . .. 5 T� M WM -S �, WM IDENTIFIED BY A SIGN THAT STATES n \ '' `' ` lsso ° ' ° ' M WM , ' 11. NO PARKING, FIRE DEPARTMENT CONNECTION AND SHALL BE DESIGNED IN °� / �t� / ° a .ASP' j . �/ 0 ht��,_"ww,�wjffi(-��,wm 6WM �°- # W WS SS -- SS ,�g' ~ �� ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS ~ llf I W °. / v v° ° W LE Sy�� M C ' M - e�-PER Wlfw4 T y5� SS J / R`i)T) 6 "x6" TAPPING SLEEVE ° 4 ► =!' ,' '` M �ry{`,2e= =- WM -a OF CLEARWATER R ' ' SS - ®� v • A ` FOR INFORMATION SIGNAGE AND BE MAINTAINED WITH A CLEARANCE OF 71/2 �o • , , - M- _�- oC w I - �DE�j05 S 0 ER.S EXPENSE. ' ,\ "`\ ~EXIS7IN� RRF HYDRAN '' - - . ` - FEET IN FRONT OF M ' ^�`1 v�'S S . °10?�* `L- ` n,•: _ - O D TO SIDE OF APPLIANCE. AS PER FLORIDA FIRE _ .. SS A o• B. �o' '- MATCH "EXISTI G EXISTII�IG -3o ", RCW RO :- PREVENTION 00 ON. MODIFICATION T o, -. 2' o I a `� ' ' :r'RCNi O CODE, 2 1 EDITI O SECTION 3-5.6 OF NFPA -1 j: ° `o� - 4j��' -- MATCH EXISTING EDGE IStING :6" _PVC - '��_ . ,'`�'' ��aWN aF SIDEWALK ELEV. (rY{'.) o� - `� 0 CLEARANCES OF 7 1 - / RCM_ RCM FIRE HYDRANTS SHALL HAVE /2' ON THE FRONT AND EX O VCP 4� '\ ` OF PAVEMENT AND CURB s`r SPEED HUMP _ •RGN� �- • - y SA\r*TARY SEWER _1 °. �, - e �1' R WATER MAIN. �L.) ,RC RCM - RCM „ _RCM RCM �.� M - 8--, , , :- -� FPK &D , .FPK &D' `t •Q CONNFtT PROPO D.I.P. RCM-- -�g �• SIDES. aRY MA[ L� Z3 _ , W/ LATE RCMP -� CM " R� RAM- - PK &D , - - - - - `'• ' ' ' - �o ' . - - 12. ALSO, WITH A 4 FT. CLEARANCE TO THE REAR OF THE HYDRANT PER NFPA 1, 1ldsinr r RC)vl- 1'� RCM o�`M• LAA� w/ - ° - . _ :SANITARY MANHOLE " '',h • • , ' . , , �� • SEC. 3- 5.615. CONTRACTOR SHALL COORDINATE RELOCATION OF POWER & 11 I C PER' CITY INDEX X305 „ - 4 FAIR p _ _ .`L S OL - BURN AVENlJE gh.y RIM ELEV. 19,50`• •N ,\ ' . e , - ' , .., SANITARY MANN E - - -' > , 60' RIGHT OF WAY (P) " - N LIGHT POLES WITH WITH THE LOCAL UTILITY COMPANY. ALSO THERE SHALL 03 , , „ 1.1'_ . TOP ELEV. = 18.21' = (28` PAVEMENT) oy. _ p ITARY MA OLE, I �� ASPHALT 1� D ° ' ° � �-A o� o BE A 2' HORIZONTAL CLEARANCE FROM THE EDGE OF SIDEWALK TO ANY ELEV, .= b� ; • , �o16 • k�o ,\\ • �� ~ ' a o oorx o°� �o� Doti �,o "`� ``b VERTICAL STRUCTURES. Cb - @: 7-y/� ' I OH W p .,� 16. IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE `� �`° • ° �0,1�� FCM 4 "x4" soh 0_4 CSW g' MODIFICATIONS TO SATISFY SITE - SPECIFIC WATER CAPACITY AND PRESSURE ' � �• FCM '4 "x4"•' • o 11111:1111II" 111" '� x " " �` O~ ��' ® "° ° 'd' ° V < ' O 4 ''O __ °�° -_ --�_ o - ° -a REQUIREMENTS AND /OR WASTEWATER CAPACITY REQUIREMENTS THE Reticull Bars I x i . . . ° ' ° -: -4'C-SW •• °'•' • ° , a . - -� Bands 2 "x 4" ' ' . °' ' . ' • ' • - - "° - - -°` - MODIFICATIONS SHALL BE COMPLETED BY THE APPLICANT AND AT THEIR Approx. Weight 190 Lbs. 17. IIF UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THE 5' -5" CIPL INSTALLATION SHALL BE COMPLETED AND IN SERVICE PRIOR TO 5' -5" C/PL 3.► „ 5 " C/PL CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS. 5� CIPL 5 -I Precast /' �� HORIZONTAL WALL REINFORCING , 5 -1 Precast 3 ,3" Precast- 4�_I,r - 3 Precast 18. ALL FDC S SHALL BE LOACTED WITHIN 40 FT. OF FIRE HYDRANT AND AT LEAST SCHEDULES ( TABLE 2 ) ° 15 FT FROM THE FACE OF BLDG FDC'S AND FHA'S SHALL BE LOCATED ON THE PLAN �-� #4 Bars sECTioN ° I!" Ctrs. TYPE "D" INLET PER FDOT INDEX #232 NTS WALL DEPTH I SCHEDULE W cp I MAX. SPACING I BARS I WWF 0' -6' Al2 0.20 8° 4` -1„ a C/PLast .� 6' -10' - r Grote •� Q 9 Prec o -, 3" Cl. '� -Eye Bolt 6" =-� 41 -I 6" B5.5 0.24 M . a x v�uCi= - P., J Horz. Wall Reinf. ( See Table 2 See Index 201 a , [I: a �: a Q I 2" 2 4 `- ` 0 #4 Bars 63448-, . tl- ORGINAL DATE: 3 N O 12" Ctrs. JB PLAN �-� #4 Bars sECTioN ° I!" Ctrs. TYPE "D" INLET PER FDOT INDEX #232 NTS WALL DEPTH I SCHEDULE I AREA ( In 2/ft ) I MAX. SPACING I BARS I WWF 0' -6' Al2 0.20 12" 8" 6' -10' A6 0.20 6" 5" /01-131 A4 0.20 411 3" 10'-15' B5.5 0.24 51" 5" TYPE D Recommended Maximum Plpe Size: 3' -I" Wall - 24" Pipe 4' -I" Wall - 36" Pipe . . SAME SIDE OF THE ROAD. "„ k-L-4 5wwwvrlbwa ,,,a >w �+.. r 19. ELECTRIC AND COMMUNICATION LINES SHALL BE INSTALLED UNDERGROUND. � T-TI, _ i �.�,,,..�, mac, �M I, TOP VIEW SINGLE PIPE SECTION TYPICAL MITERED END SECTION PER FDOT INDEX #273 NTS i N Aewe• Aaw Dkaaulm Aw to our rM off-bit An Nq/M ■ VoAw sHbwe for e0lmd lq p1Pe q=t Hl" wW are for 10&v Nee only. Ono O" Dkmnkw PWNW d to alb uM of Ay do A, pM 0 , M A O 02wah dab AWft d wMad to fww &ftw a mw araan of A& Saa nI Oakr. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM [IIIIIIIIIIIIIIIIIIEEB 9351 - LC 2600212 U U 4 4 m U �4-Ll �Q � a � M � w !�06 4 � � = F --I � I� � ,y.l O �az� ® a �NC�� V ,°EI I1 r ' z E-t Z LO I I � az u co W1 N � a W � z U M - ��_4 H �� W Q N P4 E-t E1 �D Y) a � 0 z P . z Q--I' � `Z, .. O W � W o NT��' .-1 iu z _j Q ~ ~ z w It i n a cn M z 0 0- R 0 CO w 0 H 0 Z u.i o,. aN '0 ki d " '. '- Z ° � N -, �LO '' ; , $r ,,� ^- an Ii. a `c� A w X , J X �J,' ! -` i. x v�uCi= - P., J W a , [I: _r m �: , Q Q ; g , 1. 4;. r'� ;� zm PROJECT 0. 63448-, . ORGINAL DATE: 02.06.08 CHECKED BY: JB DRAWN BY: RM SHEET NO. C5 OF CS a SECT /ON 0 TOIy/VSH /P 29 SOUTh; RANGE 15 FAAST P/NELIAS COONI FL 01Q 1,OA . � z w moo, J u NE - No BE Q , — — —n O — ----------------- X- 6. -- x ------ *---• (28' ASPHALT R4110tfENT% _ — R/GHT OF WAY W1,,9711 00R/ES) Vim- � O` i °sa, `y � -� !_,�•,• � ' LQ ito : Q Q W h -, s y�s�, �s�, w. x qt e9 N� C. � I p • r. � a5? �, II .r k w k i [ c>. x r. .FU s,a Ip �! � ; � rn '^� k � -� = r'. ..,,,. „.. .:r. -•� Vt,�^� �!�.,.,, a �,..• ! p� tips . ! �� . yl^,2'S.s ( t p �.� ^^ 9 „k; `< a !�. �.r t{ i••,. S } `� `,� Ss� �� . t9 `• 0 cif, e (�•.../; �•J CL ! z r 0 0 Y..' GQ k X p f Q3 � 06'. II .' /2/.'n a� � tea,• W ��„ ! w ( 00 Cp. `-ate. v i dz. � ®Gi k c• 6y ! fi a cS3 to � � !a x 4 X ” uO te af• ` O � V h Tl. Ck ham. ! o� r � ��•••"' _��. ay. rn -- fr !j a, q� Q � � Z �t ■ ry " ! �'• x a, mom. `_ csy a. o a ! ON. h q Q i rSb 9 ui ems. r �o => x. o J � i - _ h 1_k j ! hn k j ry F� t� � " 6y � ! .,.. �• a •r"�. try ! � ( ". t Q N s'. a�coI a; `r'• I ` ° tAi �FAI R B U RN AVENUE ON 2B' ASPHAL T PAVEMENT gZ ! 60 R /GHT OF GYAY 7P� 6, w�a �• O W iSZ c,. a' _ _ ... - v.- C G4LCUG4TE0 PC PG/NT OF CURVARAF °c, _ ..._.. _ `.0 w...,.__ ,....., a....._ _ .. ....... Q CB CfJlORD BF1LP //G . PG PAGE BASEL/NE _M _u. _� Q _ .... _...... Q �. CENTERL/NE h _ w .. _... u.. _ ..., . _ .. __....... _.... _ m O CH. CHORD P/ AWIff OF /NTERS£CT/ON 3 PROPE7PWY LINE ....... w.. v.... . _ Q h h C. /.P. C401PED IRON POPE PW . POINT OF 6E'GONNING A DELTA ANGLE Li U (ZS '� Z Z F.C. /R. F17UND CAPPEa /RON R019 PYIr' PY>/NT OF GWME71/CME7V7* �` C.L.F.. OPIN LAW AACE Ar PMWD? K4LON NAIL O FOUND MONUMENT (AS Z SET MONUMENT (i4S "Nb C.M. CONCRETE A/li!/UME7VT PP . PblYE7P POLE p FOUND C•M. (AS NOTED) b' J DEC 1: 2 2007 C.MP. CORRMA70 ,tIETAL PIPE PT AYNT OF TANGENT 0 = Q 0 Pow4w POLE C.R. Li�UNTY R�10 R REL^ORDEO O _ PRE- HYDRN D 'OEM REFvE R^P R£NFOAMW CONRE P /PE D.O.T. DEPT. OF TRAI /, poRTAmv S.R STATE FD 01MO POLE LEGEND.• a e EP EDGE OF PA"&?VT 7" TEMAaWY BENCH MARK F.F. F/NISHEf! ROW T.O.B. TOP OF MW ® G/ GRATF /NLET fNO FOUND T.O.E. TOE OF SLOPE m R.Ar OC METER BOX /E INY£RT REYAT/ON #v am? mew E— GUY H9RE F. /.P. FOUND IA W AM— ® TEZ~NE ACCESS I.R. IRON RW ® YARD DRAIN M4N0/L:APPED (MJ MEASURED ® AVAMP METER a LIGHT 'ZOIT A/.E.,S M/TE MO END ,SECTION A a44' TREE MH AMN11OW N.C.F. NO 6WN]P.FV1N0 PALM TREE MlrtRED END SEZ17ON OhW OkER11MO /MIRE � PINE TREE -u- MISCE MMOUS S/GN O. R. 0099CL4L Mm4lDS 0 UNODENT. 77 TREE' MX>Z3 XOMP A.S4EYSLY (P) PLAN .�� FFNCE (AS NOTED pQ MMP YALW Ol�£IPHEAD fY/RE air CA F I_ LJ t%d I... -------- - - - ..... . ..... ...... 4 q? .. . . . ........... . . ... ........ ............ . .. ... . . ... .......... . ..... . ........... ... ............. .. ..... ...... Q'. ----- -------- ----- ----- ............. . ..... . . ........... .. L .... . ..... . .. . ........ ... ......... . .. ....... .... . .... < lit, till III Fl. kil E till F !E_ D i%.K 1%,"E R .... . ...... .... . .... .. ... . . ....... j X I�D% % V;s, 1 E ...... . ...... 1E �D ix I—— fx Qt") N 2� I Fl I'l . ...... . ..... .. . . . ....... ... . ...... ... . . .. ..... C= "Y -I� - _-, _ f , 1 .111.1 . ......... . . . ....... 1.5:bi z: .. .. . ...... . .... ...... . . . ............ J ------ .ie ..... . ..... . ... ...... 7_7 Z., .. ........ allow- J J U J ........... . ..... J zi , e . Z " -*::::, I ....... . . . ..................... Olt I Q . . ..... . ..... %1 V. tI L E:' j... . . . . ..... __x JOR[iA �D V ....... . .. . ...... 7T --j 4. QLj, 1-- 12: t"I H 2, 1p j!E1_LJ==F*FFFF 2 =7" C I N R B I tl L E T x x IF: I T10 ELF"%/. 21 Cl '.j :Y 7 J. 5" j i V-1 E F`t- J 7 FFIRE H *b R Al"M 'Tooe q! jz ell +1 .. .. J� I , I 1 5 1 1 1 � .... , , I x [< R IJ f 6_j BF x A.:: x lit -J B 17 P n::1 MKIMa I r--TrW Tn WFUnVir x Ld GRAPHIC SCALE 20 0 10 20 40 IN FEET I inch = 20 ft. LEGEND TREE PROPERTY LINE RATING TEMPORARY SILT FEN CE MWN BY: LOCATION MiMMiMM111111111M . . ..... . ........ . . . . ...... .. ... .. ------- . ......... . . . ....... .. . ... . ...... . ...... ... ....... . . ..... 89 CONCRETE, & ETC. TO B E . ................ ... ........ ............ . 10, 39,--, 10 1.5 EXISTING CANOPY & TREE TO REMAIN 24-- _.000, LAUREL OAK x INFRASTRUCTURE/TREES 34 TO BE REMOVED 2.5 H -4ni I I I 23- 5 1.5 LAUREL OAK L Civil, 22. I ... 1.5 LAUREL OAK 27 29- 27 0.0 it /% 77 12F 2.5 LAUREL OAK ji%, 26 33- 26 md ----- . . .. ....... ....... ... ........ . ... . .... . ...... .... I. . 4 78- . ...... . . .... 2.0 LAUREL OAK . . . .... . ... - - 26 . ..... ......... 26 2.0 LAUREL OAK 29 4; 29 2.0 LAUREL OAK 15 35- F I_ LJ t%d I... -------- - - - ..... . ..... ...... 4 q? .. . . . ........... . . ... ........ ............ . .. ... . . ... .......... . ..... . ........... ... ............. .. ..... ...... Q'. ----- -------- ----- ----- ............. . ..... . . ........... .. L .... . ..... . .. . ........ ... ......... . .. ....... .... . .... < lit, till III Fl. kil E till F !E_ D i%.K 1%,"E R .... . ...... .... . .... .. ... . . ....... j X I�D% % V;s, 1 E ...... . ...... 1E �D ix I—— fx Qt") N 2� I Fl I'l . ...... . ..... .. . . . ....... ... . ...... ... . . .. ..... C= "Y -I� - _-, _ f , 1 .111.1 . ......... . . . ....... 1.5:bi z: .. .. . ...... . .... ...... . . . ............ J ------ .ie ..... . ..... . ... ...... 7_7 Z., .. ........ allow- J J U J ........... . ..... J zi , e . Z " -*::::, I ....... . . . ..................... Olt I Q . . ..... . ..... %1 V. tI L E:' j... . . . . ..... __x JOR[iA �D V ....... . .. . ...... 7T --j 4. QLj, 1-- 12: t"I H 2, 1p j!E1_LJ==F*FFFF 2 =7" C I N R B I tl L E T x x IF: I T10 ELF"%/. 21 Cl '.j :Y 7 J. 5" j i V-1 E F`t- J 7 FFIRE H *b R Al"M 'Tooe q! jz ell +1 .. .. J� I , I 1 5 1 1 1 � .... , , I x [< R IJ f 6_j BF x A.:: x lit -J B 17 P n::1 MKIMa I r--TrW Tn WFUnVir x Ld GRAPHIC SCALE 20 0 10 20 40 IN FEET I inch = 20 ft. CIVIL ENGINEERING ,NDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES INC. (7 2 7) 7 9 3 - 9 8 8 8 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM ES 9351 LC 2600212 u r_TA 1'. j V loo, EXISTIN� FENCE �vi I Jill x x Cn en 7 x Y .111, � I :- 11 i., I I ** - 1 11 CC, V, R. r x 'T T I S' C 1 2_)i U F` x )? 1:3 E :x� x In 4i- J. I " F r Mnr, 1: : , '. P1. I- "n !!.I % ... .... . ... ... A ------ - Oill lit 4. 1, E Coe) x *S FILTER FABRIC 5 MATERIAL SECURELY C) . .......... pa"g. - ili I P, j . e in in jo:vl f h[n ii� XM qll I FASTENED TO THE ATTACHING TWO SILT FENCES 0 POSTS OR IF USED CONTRACTOR TO . 1 7147 WRE MESH annfl* r-i,-iK`IR uj Lj SAW CUT AND REMOVE oll p EX STING CONCRETE DRIVE x 0 X # APPROXIMATELY 8 INCHES OF FILTER E LOCATION 17 PLACE THE END TEMPORARY SILT FENC 4- "inlit" Win' nn] (TYP.) FABRIC MATERIAL fthinuill! x MUST EXTEND INTO POST OF THE SECOND FENCE A TRENCH AND BE INSIDE THE END h f"j ANCHORED WTH in, 1,j F Ini. 0 POST OF THE ..... . . . ... COMPACTED t FIRST FENCE BACKFILL MATERIAL nt, f ROTATE BOTH f 71, �Ilnjilll dy W" OR �j STEEL POST POSTS AT LEAST Id 001-i -a- N J, Y-31 el & REMQVE� 1011, J, CREATE A TIGHT .141 CON A TOR T9 'UT 180 DEGREES IN 00 '4 0 RUNOFF A; CLOCKWSE CON,CO-E APRON UI - . DIRECTION TO 011 �5 SEAL IVITH THE FABRIC MATERIAL T1 . ..... Y 1T L3 F DIREC11ON OF RUNOFF WATERS ij MIN) DRIVE BOTH . ... . ............ L0 C`� 1 HES .......... .. 17�1: f 0 INC A APPROXIMATE T;l .. . ...... ........ ... ....... . . . . .......... -------- POSTS ABOUT 10 -4 CD 4-INCH BY E' z INCHES INTO THE GROUND AND ... . ...... -INCH TRENCH It 3 V 4 Lo BURY FLAP % ? . .... .... ... . .... . . . ......... ... Co q .... ...... j F z j EXISTING BUILDING TO .... . ...... . ..... n. BE REMOVED (TYP.) lit j F z fil OF POSTS co x FILTER FABRIC -10 FEET APART !'�it BE 6 MATERIAL kt ..... ..... z F F I-- ------ - . . . . ...... T I.: :� j% -I � I - -,i`,,,nI;., 1 4- 4 z V 0-4' 0 131 J ..... . ... . . J I 1' 1, ....... . ...... L �111 r , Iq > .... . . . ...... ...... .. . ......... .. - ------ -- E" mom," CONTRACTOR SHALL REMQVE EXISTING POWER POLES, LINES, ETq.,'.ie!,TO FACILITA F-i Er-i TE ni P4 C� 1 1 'Lly", UUNWRIUCTION (TYP.) 1 '61 T I lim-lift E o Ole % A XIST14 REE TO BE R�y, �VED (TYP.) FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN bf BE ATTACHED TO A 6-INCH (MAX) MESH WIRE SCREEN WHICWHAS 1 �,j ;T* ''i it, , I P.-I 0" z i4, BEEN FASTENED TO THE POSTS BACKFILLED TRENCH 0 C J` z P,, F ------ 00" a __x !it 0 C\2 n, 1, inmill"I q 0 Ko TEMPORARY SILT FENCE DETAIL z i _j i 4- z r mimw- ill ll� 1" j: I Av /J 571 A . . . . . . '7 /Xo NITS w w ........... )5 - - r,,*! I_;; �j, - , 1 1 i , it, i 1. ; I w lit r < VA q ul X" ...... V1 4 T`YPICAL TREE TO BE REMOVED 7, CA It ri, .... . ..... EXISTING COLUMN AND FENCE /01 il.- 41, TO BE REMOVED k 3 %..*# It 4 .. . ....... 'A X 7 C-4 it ............. C __J ........ . ..... F T- J -Al . . .. ............ 77 :7 ....... ....... . _7 - - --- - ---- - . ...... . .. . . .. .... I Ktt= REMOVAL CALCULATION: L ji�........... . .. . 3�I .. ... zy. .......... r 41 ---- ------- x ...... . ....... EXI ST1110tIEN -W115E REMOVED: n !I till it 1�j �!il' ........ ... 1q A— X1 -ING-TIRE HYDRANT' DBH TOTAL RATING TYPE . ... ........... .. .......... ... � . ...... ST TREE 2, ........... . I I 4� I K, . . ........ N 11")F TO REMAIN' - NO. INCHES 'v- J."I . ..... . ....... 160WAIA&OR -TO -S� 1.5 AVACADO jl W . . ........ 67 5 _V_T. . . ........ CONCRETE AF . .......... . . ..... . I .... . .. .. COMACTO I .. I `,D R TO SAW'C FP6..!. 62 6 2.0 AVACADO fRis-nNG"_C.0NCiii�l "APRON ----&-REMcFvE & REMOVE EX, 151� ___113 4 . ...... . . ........ 4 21 4 1.5 CAMPHOR rd E N . . .... .. 1 71- .. . ..... .... .......... I __y F " I I " .: , I E If,. - �L, , , D 0 1 ....... . . .... ........... : .... . ............... .. ........ . .. ... - - 13 27 13 1.5 CAMPHOR ..... . . ... ......... . ........... ....... . ... . . ........ 1`:11, 1 kill E E 25 R .. . ........... . ...... I" 114, 1 lvl 1�,kd I I:- 4_ 12 1.5 CAMPHOR . ....... . . . ...... .... ... - - ---- - - - ------ - I )YI, .......... "I'C! I— E I 1 '5*` k. 28 11 1.5 CAMPHOR ........... _J J -.1, 12 37 12 1.5 CHERRYLAUREL ........ ... . . .......... .. . ....... . EXOTIC SPE CIES, R, MOVAL NOTE, ..... .... . ..... ... ........... . . .... .... . ..... .... . . . ..... ... .. ....... ............ . . ..... . . ......... .. . .. "-T - - - - ---------- . ....... ..... ------ . . ....... WILIA PEPPER (SCHIN:US- TEREBINTRIP-6L US`) 1.5 CHERRYLAUREL N N 75 5 DEMOLIT R", 26 7 1.5 CHERRYLAUREL ............ . ALL-EX0 TIC-SPEC I ES-.41-12 S QTF.,. . . . ..... . ..... . . ....... . . ........... .... ... .. .. .... "PUNK TREES . . .. . ..... MELALEU'6� QUINQUENERVIA), AND CHINESE TALLOW 13, 4 10 1.0 CHERRYLAUREL .... . ... . ..... . ...... C .................. . . ....... . (SAPIUM SEBIFERUM)"MUST BE REMOVED AS A CONDITI64 OF SITE . ...... RACT R .-.:R OR ALL .04T --S-HALL1---_-.ffE::--z tSP:bN`S:I`B`EE` 2.0 CHERRYLAUREL 15 5 ;j .... ........ . . ...... . .......... . . ........... -------- ............ . DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO ........ .... .......... .... ..... . ..... .... .... . .... -* .......... . vzJ!, " .::1.__ __ �%, 6 66 6 1.5 CITRUS -- - - -------- PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD 13-- ffNVOON" MENTAL TES"'TI.NiG REQUIRED PRIOR TO DEMOLITION. 6 53 6 2.0 CITRUS SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND 7 56 7 1.5 CITRUS UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. 5 52 5 2.0 CITRUS 4 54 4 1.5 CITRUS 4 65 4 1.5 CITRUS 3. CONTRACTOR TO INSTALL SILT FENCE PER MANUFACTURER'S 4 61 4 1.5 CITRUS SPECIFICATIONS AND SHALL HAVE A BACKFILLED TRENCHED. 5 57 5 1.5 CITRUS CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN 4. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO 4 55 4 2.0 CITRUS 4 69 4 2.0 CITRUS 7 68 7 2.0 CITRUS 5. CONTRACTOR TO REMOVE WITH A CHAIN SAW ALL TREES TO 9 59 9 1.5 CITRUS BE REMOVED THAT ARE UNDER THE CANOPIES OF TREES TO 4 63 4 1.5 CITRUS TOTAL 25TREES @ 159 INCHES OWNER OR AGENT DATE BE PRESERVED. TREE REMOVAL CALCULATION: TREES TO BE REMOVED: LEGEND TREE PROPERTY LINE RATING TEMPORARY SILT FEN CE MWN BY: LOCATION MiMMiMM111111111M TEMPORARY TREE BARRICADE LOCATION EXISTING SIDEWALK, DRIVEWAY, 89 CONCRETE, & ETC. TO B E 1.5 REMOVED 10, 39,--, 10 1.5 EXISTING CANOPY & TREE TO REMAIN 24-- _.000, LAUREL OAK x INFRASTRUCTURE/TREES 34 TO BE REMOVED CIVIL ENGINEERING ,NDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES INC. (7 2 7) 7 9 3 - 9 8 8 8 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM ES 9351 LC 2600212 u r_TA 1'. j V loo, EXISTIN� FENCE �vi I Jill x x Cn en 7 x Y .111, � I :- 11 i., I I ** - 1 11 CC, V, R. r x 'T T I S' C 1 2_)i U F` x )? 1:3 E :x� x In 4i- J. I " F r Mnr, 1: : , '. P1. I- "n !!.I % ... .... . ... ... A ------ - Oill lit 4. 1, E Coe) x *S FILTER FABRIC 5 MATERIAL SECURELY C) . .......... pa"g. - ili I P, j . e in in jo:vl f h[n ii� XM qll I FASTENED TO THE ATTACHING TWO SILT FENCES 0 POSTS OR IF USED CONTRACTOR TO . 1 7147 WRE MESH annfl* r-i,-iK`IR uj Lj SAW CUT AND REMOVE oll p EX STING CONCRETE DRIVE x 0 X # APPROXIMATELY 8 INCHES OF FILTER E LOCATION 17 PLACE THE END TEMPORARY SILT FENC 4- "inlit" Win' nn] (TYP.) FABRIC MATERIAL fthinuill! x MUST EXTEND INTO POST OF THE SECOND FENCE A TRENCH AND BE INSIDE THE END h f"j ANCHORED WTH in, 1,j F Ini. 0 POST OF THE ..... . . . ... COMPACTED t FIRST FENCE BACKFILL MATERIAL nt, f ROTATE BOTH f 71, �Ilnjilll dy W" OR �j STEEL POST POSTS AT LEAST Id 001-i -a- N J, Y-31 el & REMQVE� 1011, J, CREATE A TIGHT .141 CON A TOR T9 'UT 180 DEGREES IN 00 '4 0 RUNOFF A; CLOCKWSE CON,CO-E APRON UI - . DIRECTION TO 011 �5 SEAL IVITH THE FABRIC MATERIAL T1 . ..... Y 1T L3 F DIREC11ON OF RUNOFF WATERS ij MIN) DRIVE BOTH . ... . ............ L0 C`� 1 HES .......... .. 17�1: f 0 INC A APPROXIMATE T;l .. . ...... ........ ... ....... . . . . .......... -------- POSTS ABOUT 10 -4 CD 4-INCH BY E' z INCHES INTO THE GROUND AND ... . ...... -INCH TRENCH It 3 V 4 Lo BURY FLAP % ? . .... .... ... . .... . . . ......... ... Co q .... ...... j F z j EXISTING BUILDING TO .... . ...... . ..... n. BE REMOVED (TYP.) lit j F z fil OF POSTS co x FILTER FABRIC -10 FEET APART !'�it BE 6 MATERIAL kt ..... ..... z F F I-- ------ - . . . . ...... T I.: :� j% -I � I - -,i`,,,nI;., 1 4- 4 z V 0-4' 0 131 J ..... . ... . . J I 1' 1, ....... . ...... L �111 r , Iq > .... . . . ...... ...... .. . ......... .. - ------ -- E" mom," CONTRACTOR SHALL REMQVE EXISTING POWER POLES, LINES, ETq.,'.ie!,TO FACILITA F-i Er-i TE ni P4 C� 1 1 'Lly", UUNWRIUCTION (TYP.) 1 '61 T I lim-lift E o Ole % A XIST14 REE TO BE R�y, �VED (TYP.) FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN bf BE ATTACHED TO A 6-INCH (MAX) MESH WIRE SCREEN WHICWHAS 1 �,j ;T* ''i it, , I P.-I 0" z i4, BEEN FASTENED TO THE POSTS BACKFILLED TRENCH 0 C J` z P,, F ------ 00" a __x !it 0 C\2 n, 1, inmill"I q 0 Ko TEMPORARY SILT FENCE DETAIL z i _j i 4- z r mimw- ill ll� 1" j: I Av /J 571 A . . . . . . '7 /Xo NITS w w ........... )5 - - r,,*! I_;; �j, - , 1 1 i , it, i 1. ; I w lit r < VA q ul X" ...... V1 4 T`YPICAL TREE TO BE REMOVED 7, CA It ri, .... . ..... EXISTING COLUMN AND FENCE /01 il.- 41, TO BE REMOVED k 3 %..*# It 4 .. . ....... 'A X 7 C-4 it ............. C __J ........ . ..... F T- J -Al . . .. ............ 77 :7 ....... ....... . _7 - - --- - ---- - . ...... . .. . . .. .... I Ktt= REMOVAL CALCULATION: L ji�........... . .. . 3�I .. ... zy. .......... r 41 ---- ------- x ...... . ....... EXI ST1110tIEN -W115E REMOVED: n !I till it 1�j �!il' ........ ... 1q A— X1 -ING-TIRE HYDRANT' DBH TOTAL RATING TYPE . ... ........... .. .......... ... � . ...... ST TREE 2, ........... . I I 4� I K, . . ........ N 11")F TO REMAIN' - NO. INCHES 'v- J."I . ..... . ....... 160WAIA&OR -TO -S� 1.5 AVACADO jl W . . ........ 67 5 _V_T. . . ........ CONCRETE AF . .......... . . ..... . I .... . .. .. COMACTO I .. I `,D R TO SAW'C FP6..!. 62 6 2.0 AVACADO fRis-nNG"_C.0NCiii�l "APRON ----&-REMcFvE & REMOVE EX, 151� ___113 4 . ...... . . ........ 4 21 4 1.5 CAMPHOR rd E N . . .... .. 1 71- .. . ..... .... .......... I __y F " I I " .: , I E If,. - �L, , , D 0 1 ....... . . .... ........... : .... . ............... .. ........ . .. ... - - 13 27 13 1.5 CAMPHOR ..... . . ... ......... . ........... ....... . ... . . ........ 1`:11, 1 kill E E 25 R .. . ........... . ...... I" 114, 1 lvl 1�,kd I I:- 4_ 12 1.5 CAMPHOR . ....... . . . ...... .... ... - - ---- - - - ------ - I )YI, .......... "I'C! I— E I 1 '5*` k. 28 11 1.5 CAMPHOR ........... _J J -.1, 12 37 12 1.5 CHERRYLAUREL ........ ... . . .......... .. . ....... . EXOTIC SPE CIES, R, MOVAL NOTE, ..... .... . ..... ... ........... . . .... .... . ..... .... . . . ..... ... .. ....... ............ . . ..... . . ......... .. . .. "-T - - - - ---------- . ....... ..... ------ . . ....... WILIA PEPPER (SCHIN:US- TEREBINTRIP-6L US`) 1.5 CHERRYLAUREL N N 75 5 DEMOLIT R", 26 7 1.5 CHERRYLAUREL ............ . ALL-EX0 TIC-SPEC I ES-.41-12 S QTF.,. . . . ..... . ..... . . ....... . . ........... .... ... .. .. .... "PUNK TREES . . .. . ..... MELALEU'6� QUINQUENERVIA), AND CHINESE TALLOW 13, 4 10 1.0 CHERRYLAUREL .... . ... . ..... . ...... C .................. . . ....... . (SAPIUM SEBIFERUM)"MUST BE REMOVED AS A CONDITI64 OF SITE . ...... RACT R .-.:R OR ALL .04T --S-HALL1---_-.ffE::--z tSP:bN`S:I`B`EE` 2.0 CHERRYLAUREL 15 5 ;j .... ........ . . ...... . .......... . . ........... -------- ............ . DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO ........ .... .......... .... ..... . ..... .... .... . .... -* .......... . vzJ!, " .::1.__ __ �%, 6 66 6 1.5 CITRUS -- - - -------- PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD 13-- ffNVOON" MENTAL TES"'TI.NiG REQUIRED PRIOR TO DEMOLITION. 6 53 6 2.0 CITRUS SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND 7 56 7 1.5 CITRUS UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. 5 52 5 2.0 CITRUS 4 54 4 1.5 CITRUS 4 65 4 1.5 CITRUS 3. CONTRACTOR TO INSTALL SILT FENCE PER MANUFACTURER'S 4 61 4 1.5 CITRUS SPECIFICATIONS AND SHALL HAVE A BACKFILLED TRENCHED. 5 57 5 1.5 CITRUS CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN 4. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO 4 55 4 2.0 CITRUS 4 69 4 2.0 CITRUS 7 68 7 2.0 CITRUS 5. CONTRACTOR TO REMOVE WITH A CHAIN SAW ALL TREES TO 9 59 9 1.5 CITRUS BE REMOVED THAT ARE UNDER THE CANOPIES OF TREES TO 4 63 4 1.5 CITRUS TOTAL 25TREES @ 159 INCHES OWNER OR AGENT DATE BE PRESERVED. TREE REMOVAL CALCULATION: TREES TO BE REMOVED: TOTAL 34 TREES @ 607 INCH w > co - 0 z U) %TI PROJECT#: DBH TREE TOTAL RATING TYPE MWN BY: RM NO. INCHES 23- 89 23 1.5 JACARANDA 10, 39,--, 10 1.5 LAUREL OAK 8 24-- 2.0 LAUREL OAK 26 34 2.5 LAUREL OAK 5 23- 5 1.5 LAUREL OAK 18 32- 18 1.5 LAUREL OAK 27 29- 27 0.0 LAUREL OAK 77 12F 2.5 LAUREL OAK 26 33- 26 2.0 LAUREL OAK 4 78- 4 2.0 LAUREL OAK 26 5� 26 2.0 LAUREL OAK 29 13- 29 2.0 LAUREL OAK 15 35- 1.5 LAUREL OAK 20 40 200 2.5 LAUREL OAK 8 79- 8 2.0 LAUREL OAK 31 7 2.5 LAUREL OAK 29 30- 29 2.0 LAUREL OAK 4&5 90- 9 2.0 LAUREL OAK 29 10 3.5 LIVE OAK 15 & 28 44 3.5 LIVE OAK 24 9 k,"241 3.0 LIVE OAK 18 11 3.0 LIVE OAK 27 17 3.0 LIVE OAK 31 8 3.5 LIVE OAK 30 16 %,30) 3.5 LIVE OAK 28 43 28Ljs�/' 3.0 IVIE OAK 8 41- 8 2.0 MAGNOLIA 5 47,- 5 1.0 MAGNOLIA 15 71- 15 1.5 NORFOLK PINE 14 76- 14 1.5 NORFOLK PINE 5 64- 5 1.5 RtDBAY 14 83- 14 1.5 Jli.i5 TOTAL 34 TREES @ 607 INCH w > co - 0 z U) %TI PROJECT#: 634-08 ORGINAL DATE: 02.06.08 CHECKED BY: I � JB MWN BY: RM EET NO. J C3 OF I z 0 F- CL w 0 Cf) w a Irt RIP w 0 w ca W 0 LU LU LU z 55 z CO) LLj (I)o LU W _j Ce. z W (a > LL z Co -1- --- STORM MANHOLE RIM ELEV. = 12.93' C•I• 0 ..'H r1,. OHW OHW 'i M ANH LE aHw �� SECTION 10 TOWNSHIP 29 SOUTH RANGE 15 EAST RIM ELEV. = 14.02' OHw W. INV. =9.61' oHVr o »w p . �I - 7 s N INV. = 10.37' oHw oHw oHw aHw oHw oHw q�os E. INV. = 6.93' 5� t, 13 �- ��h �� ` �� aHVt aHW OHw aHw aHw aH aHw aHw o tx^ p�� ,. b. �' PINELLAS COUNTY, FLORIDA ,�• .tfi UGG N ` N� J• - ' �� 4 ~ t 4 wry. q 7 _ �y ^� ^� ^�' `GONG. y x fix. • w _ R� '2' CDNC. CURB 1p, _ ugh - N1 ��y FLUME �� SANITARY MANHOLE �� r �`L' `�`: ry r - ,y. ,.) , -: • • OC -- FPK &D' _ " . 11 , ' RIM ELEV. = 1 - . . . . _, o - `L; o . •, ` • . , .;� - ,i', ��;, - - ��° • ` _ xd,'p - - ` - _ .. , . '°80' N BETTY LAN– �v I 1, (FILLED IN, NO INVERTS). k - . .. , . �`L - - !, _ _-= - = -�� .R O o �D� , 11 , H '. �� - , . . -1`" - , . ... - . . ��1 �. - - - r - : . r STORM MANHOLE IN C.L ` :FCIR. 5/$ �o `, - i , ��- I. ,q - Y� ,_ ; - 3 r �,� - - - - • - (28' ASPHALT PAVEMENT) ` . RIM ELEV. = 13.59 - L� 6711. - ,��` • , , °� �t'° ``� - �. _ r .' _ - - , _ (RIGHT OF WAY WIDTH VARIES) t SW. INV. = 10,00' p�� . �5; ��° �o� ;, _ o, E. INV. = 9.90' ° '•. `� -, x x �' SANITARY MANHOLE - - - - - - . S § - �y fig• -'`�° -RIM ELEV. = 11.46' ' , , .,�. . , � - � ��11 rE r- �^�_;�• � CONIC. CURB , t `9 _ l � �� N INV. = 4.3$' ' - - • , - tij`1p2i, , . • • ,. - ^D:° . �. w pp.O " , _ .d> oHw E. INV. = 4.29, oo� ' �� `L� �. , O '56'57"E P 50. 0' (C) y4'� _ - _ boos a »w - o »w - -- -� �°` % �.' . -W INV. = 9.s4' �� FCIR 5/$' :: °�' tiS GATE �1• S01 350.00 O w o »w o »w }' o »w o »w oHw- Y _ �' �. - g v kIWW' "�' rx d °' _ o = ' e - 'LB 6711. 4y �° _� .. z _ 4 4' caw - • VNI - - x 5u { v' (�i . ' `, - ^} �`' ~ _- - OH --- -- aNw. -- , . u . - �n P ! x 27 ` - . o �� O - --- oHw oHVr oHw , � GSW I 4„ �' T . �w o »w. _ - 5G� ?�%` ,'; ; 5C?� % %' 1 i 4, 5_7., S� 7 ",7" Q-4V 26�, W ?' Z, N* I t I STORM @ .. h u`. ".7, (F� 5/: 1�G` %�'? 6' ti 2' 'L� 2 } o O c. . _ ,H MANHOLE �°' 5 1 3 CONIC; 3 •' I 22 �' q� p { IN CURB INLET �• O , . , h 0 36" J ,, �. � 3 t ice` - �; SIGN 7 i0 ",1 _ ° RIM ELEV. = 14.72' �5 ,�L 7 „,i2” r nV� n . ." ° @ ... pct: „ �L Q 19 I p p . - ) ^c �o� xR`'� �tx 2 'S-�3 N ' (a cX i' o ' "EVERYBODY'S t '� i► I N. INV. = 10.77' o �i @ . -4 N } TABERNACLE j n Q ex 1.7'S O - " " I 1 j 10 ,12 "1 5 ",5" j8 i �' p �-c� 3 p4� �t1 �r1'V row ,L7 ti BRICK BELL I , 21.8 I �� a ► l 28" `� W _ = I I A �,I,,. �• OQi titi' STRUCTURF� } w - - - i I �Z Q ` QSZ- Jam:, 7 \ h � I. „BFP ON �� %, ,`�tic�� )t\ y z o 42,6 ; I 4P �} I / I v ' I CONCRETE. cz o� ,� t { 5 STORY (°0• I I n� } z I_n I t I w I I 4 q _, Q ° x z ( TOWER N , `� I - I FDC �~ w 1 ,5„ -10 j6" 4' m _'< I I I 1 2ND STORY ! Ni 0 c} ° I 0 6„ Q I L.._ -- 5 OVERHANG t0' I � I I H(m 00 0 111 0000 4-- 0 1= < 0 O J H U) 0 z O vn O > W 0- O F_ J < Z O E_ 0 in < Z z N c0 "U) LO Cc co °`1 5�' °° , ` C �� REV. �' GREEN x .° I 1ST FL00 I ,� } t . c n 26 ° I W cD ,/ �` LOCATION MAP `� MARBLE GRAVE I ° J 33- W Z I )'_` I - - _ { (NOT TO SCALE) �n ,c V) . _ . ' �� tip' MONUMENT „ 6 27" } I , Z �,� x ��4' I c� ,1 t �v cy 1 s 1, 1 i 1 I __ -_ : I d 6„ 15„ . * I P " �1' ,N ` . - } GATE N n. t �,1 3 , _ € ,q , --� `1 I _I 1 t . N 1 3'S 26 I < J ,� o.. V2 �, i n ,I =_ - s - -_ _ _ \1 F �`° ° �° I a rn x x .=1 — _ to _ -- ,� -_ 1 = `t :z `fo ,''ro- I co I to 0 1 , v 4— I '� ,P . °' @ra "} . - q o — a'n ti 1 - _ . _, , Q /- 14" " - O o I U N M Pie b ' " R' @ } k : 0 I �, } tb 0 �q I �0 I 36 ,,o•o� � . )� X14" 4 K _ ., 3,, .' " ¢ t I I 1 0: < 4 �� $ w.1,N 1' ,@ .. � I I Q3 I �� t } 5`f 10" I W n �� - 4 5.8 t �� 1/ -� 5" l s °° �S 0.2' „} ° r(j . ' I Vi a ,O J + �r • - .6 9 V q �' i i } x �O DQ . �2. `4' Qi N ' I LL. A' I it a�- _ �y 'a :. '� .%. " 2 STORY BUILDING { �� '� --�-� ` _ ,.8.. °'-I � -- - — — -- - W CL �� ' w @ • �; 69.1 P = a ° ' } I ` ! ' , @ . GATE �e: a I < w �( • _ ` ', FFE 181 < _ P !1 " ,�L , @ 1' . E . . . '� ` -`J > -�;•: r . v '° - @ . - '' tea ' - P `. - 16 I.,t , 1 - " • I ` CON CRETE ::� , @ " . . �,� , q. < _, - �(� w V o �� O i �T F' • @ �i.� a �- .� @ CONCRETE @ :," ' w I I P @ { f UGG �°' o - 4 v . , " q cn I } 16.0 R� . @; R ti 8" r ° -I I 20 10 Q 20 40 I. C J } i > ��. °o w a ,,.00 F I' 4 .. ' -R �O it) . cn °" s q V. ' ` } 0. D, "�l N o ✓i \/ 1JJ ^ :4 .•� ,r ° qc 4 mP} b. - o R } x } T_ �W r" '� , " }@ Re .. @ �� , �»• C�C• it I Q 20 m I Lai <� ,_ <p ��'� o �; 4 19 - s t� " y : I I o Q I} N " . ` BRICK I 3`� 'f0 - _. m • I SCALE: 1" = 20' O ` N 4 . I 3b.0 v) < L _ , o I tiQ .-. ° I - - • `. a 4 � @ P ".. 4 LL P 0 REA D `� " R F 1 a. 0' CM 4 "x4" c� y Y. V1' , 1 SORY 15.3' s Z r(1j F �i s I 70 } t7� C ��8 I , ` o° • W � . �° 4.. _ . ' 1, _ _ " • CO V ENTRY x -� o BUIL�ING I 29" } g W ° R FFE -' 22.08` t A O r OJ J P. N e.•, t F R e I rA __ __ ____ O-1 I i- , Q . J ---� w Qs , YD F _�� a: _ - °�' 0 1 ,N . , : .. a �. R ° ; . _" " " -3 - _ __ _ -a , - . t 30• °' < < 40.4 _ N i' F - . _ —t-- a �. Of� kW 1� N oFiw ;0 -`W = OHW. q— _ v " " - I - ' '" �_ } - .\ t? O N O `�� a - tp I (� ' rn I'll k .� x 11 26.4' ' 1 • ' , 4 " , }C -� -n • c,, z o �1 . . N �,` [�. 00 3 20.7' >, L qA� V? ., q R I �7 �i 1 ��N� } m p I ��` N 1 STORY N « , @ ` R } @ i 27» Pvl �',� �r'�'o w �q .1 11 4 h O APT-1 0 0 4 '? ` . b b 4 4 :� \G 4 0. t�� 8' @ m N s N ° i �?' O) n 4 c' O I N `c c� x F- ^!!? Q' FFE _' . 4� 4 . @ v- a . 1. Q 1 �� q 9 , I C7 d !n 1 W UJ a W c - In 22.2' �LN ,.p : 1' @ ' @° @ t . 4.2 N _ V , . 29.5 r- O { r' �', �``�' , w `�� h 1 / �' 19.07 0 , " q' 4 .r .. q, : G'UARD " 3.0 z I .`�' J cr - �- ¢. '`.`�' ( �� x< rn n @ RAIL < 4 I 1 2 STORY �, 20.4 cn �� q> Dm — q I, - , 'i V, BUILDING { LEGAL DESCRIPTION: "J �_ ° (n O 25.7' " GA2EBO BUILDING 1� : 3 X 0.1 N r- ® a ". .4 X ' - �,`vD` x . Q Z o o�� . �... . t . ; ° -'R. aR 1 - FEE _ 22.08' FFE = 20.21 X74 .. X I _ O 23 a_ ` d 0 _ _ , 0 . m 1 STORY " " ` � � N . ; :.,• . '. r' �. � _ -,_. ,_ . _ I _ _ y_ 5 •. 'n f GATE , • � <,, � °, P q � ON, B P ., • � r { FAIR BURN ADDITION, LOCK F, LOT 1 AS PER MAP OR PLAT THEREOF AS RECORDED IN PLAT �.p Z N j ) a .- _ n.. i. i c... T' e.....p : , o- (. C. �: Ozn: F- ,.. ;... e-� +.:rt V__:: nm .n [. n 7_J SAL `t>. I =ti, ,�5. -+ O APT.2 } R 4., w LR I c7 _ BOOK -12, PAGE 18 O, ,NE , PUBLIC RECORDS .-F_ PI COUNT,, , L�,.,Gn: 1 7. 4 r�LE . 4� g • x D ° ' � .: ° ° 0.4 N P� -' . �1 . `N `� `� cr ¢ �� 1 �v 18 , FFE = U' ". " P . P "a I 1 , I j� } v R. E cam_ I STREET) �< � •..J - , - z . 9 07' } - " R ` A/C iD - _ �• }< :, ,.. ;.... _ P . � GAT A� I fd3 I ; 1 `b I"" ! ®z a .` ' , o FAIR BURN ADDITION, BLOCK F, LOTS 6 AND 7 AND THE WEST 7 FEET OF LOTS 8 AND 9 AS p Off' h > " ' • . = PER MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC G F_� z �� ~ _ t� a �_ ,,a I6 y , "' `F- P : a z I i ,, - P ,� s 354.8 1 29.T p�° _ { RECORDS OF PINELLAS COUNTY, FLORIDA. (1101 FAIR BURN AVENUE) @F = z _ _ f : Ra `10 _ - �} _ c "�. '•' a: `�. f a24„ 29„ A I Y< g 2'� ��`l p Coro I -1 s V ? ° €@ _ L L �TI BLOCK F THE SOUTH 30 FEET OF LOT 3 AND LOTS 4 5 AND 10 AND rn Y M. .' S' L _ � - - I / R a� @. q ' y q 4 >r �. 1p I FAIR BURN ADDITION, , h r ' S° gs „ _ w c:,I -' } `_' = ' -' %' = - t q. COVERED "� b - - I THE EAST 118 FEET OF LOTS 8 9 AND LOTS 12 13 AND 14 AS RECORDED IN MAP OR PLAT 3 . h 18 - o w •_� 1. q 4 18" pH t! .@ �. .i., .cr,. CONCRETE ONL;r, .. GE _$ . �� 1. .n ' _ - ,z w _• @ A ' I EN E_ _ ?I� a ti I THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS N A Viz. w _ < ° j d,.'' b. F q� ��. �� I o 2 STORY N 1 STORY > } a . } ( I :: ><' b - . c R` E�P� - 3 �3 }2 „ Nw _ W { ( ) - � ~ -` 0.4'N t Q = BUILDING BUILDING �I . �'. ::4 q ," 4 19.2 3M COUNTY, FLORIDA. 1113 FAIR BURN AVENUE FFE = 19.07' : >1 ; "" @ "' q _ _ Ek. �` a 1 STORY 6 ( I I { O `1 � ,tip'. MEN S DORM 4 , . t, 32" 4 ° a n, - ° 4 - . '41 @ � 0 FAIR BURN ADDITION, BLOCK F, LOT 2, AND THE NORTH 20 FEET OF LOT 3 AS PER MAP OR @ - - .... - .. ,_.: . b . d , 111_ . ' .� - I 'o ' 4 _ E moo. '� 4, Z .." BUIL I Cv C�? O �`'' `� 3/''',� 7 I FFE = 8.29 J CONCRETE a ..- 3. _ > • . @ ; x .•. <s, ° =4 o • :. _ �S 5„ 6„ 7„ o { PLAT THEREOF RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS 00 N •, - - . . , Q G r J > j o .o- &. ,= �: , s @ tiG °�i. ". q' 1 } Q • , ° ` , O ° 1 I - - - SI , `" '' "" . - ,�� 4 q. •' " . '7 " t P -- @ @ " p''GO q ' •Q'" t °„' • _ . _ I �, 34 ", " z .- I 1', -� COUNTY, FLORIDA (1119 FAIR BURN AVENUE) j o 0.6'N P Q , ! ` ° • , . . @4 . h I R .. b .. dR T 4 N 00 P& 0, LO CRE 7 - '" - -' 4' " @4 ' `4 S 3 0 M) = I FAIR BURN ADDITION, BLOCK F, LOT 11 AS PER MAP OR PLAT THEREOF RECORDED IN PLAT ? N o , ^ , _ `.� ,< �Q 1 `y .SI. *' ." ,, ®4 T. .C'' v 4. " • p . .. T,. 1 `� P ." "' 4 . A �.. . . 4 ° , / , -•. ` , •� S 6-a 1 STORY ' : C q q Vx- v 42 F. . K b " 4- q , .� .@ P ° @.t c : S. •� I " @ " . 4" ' � o- V i } ' • , n Na APT.3 0 a F. �' . :" I b .E� _ 'V ' ' " " ' 1 °' " 1 ° ` . t 1.2 N : _ o { BANE} 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1120 N. BETTY o o 1. C m FFE - : I I � - / . i b o a'- 19.07' ABC 4 ''- .I @ �' ° z ., a 9 1'A X GATE 00 _ . I •, .. n i ti� _ r R o c i . i -,� y .. s I I w y �, . � ix I „ q J 31 } I ° y� 4 b } 1 � � 1 I 1 9 .:1 ? - q 1 STORY 4 1q @ ca gyp. 11.9 = 44'x22' @ ID k \q� ,, „ O , 2, ` -< N N N <' zr. , .F " @. q @: I� COVERED } n N.� I ,\p I o (�(, o APT.4 COV. "t '., @ .R I: .. " 4 I KING xr,, } �% 1 - . �.' R z I ��. _ i , O ' � co FFE - cp 3.0' . - -ENTRY I '` q: 3.4'x3.4' COLUMN • . @. 'I � d g ETAL " � �' 0 I 6 , P x' x 19.07 P : b . D i " : l rn °4 . r" (. ; - �' °@ @ q, • ' 11' „��• i� j 5.4' ' a ;, TYPICAL " r ' �• `��' - - } 25.9' 20.7' ,ri 14.7 w '- 21.7 . I , � . . ,,� 144.. - IN, `' h J . , 'S;2;rr . (t-y t SL OG' fi?� X11 0 ir) ;. 4 4 R �. X :a. = 1 aZ� 0' ` it f� 8„ g. X �� 1. ��, i, �. 5� C� �Pr 1 ,.. /] :.� .. �. W - FCIR 5 $„ - o L i( /y 5 4 @ z �\ 0.5 s - . ' _ ' '� 4 -.csw T - 4 � x X �� , -, LB 6711 `�; 11 ~� \ 4 CSW @ oHw w 12„ 10 a c�5 `ti _ OHw' - -OHW OHN - ry 1 `R _ `OHw ..OHWIv. » �' P .. y 4 0� �p c . '" N� - O - + •, . w 11 ..Y " Q , p N01'56 57 W 350.0 O ,� 0„ �, { re= ,o' , = `L oA `ros 2 18 ",20" o �? :, q 350.00'() O 0 ��' — _ , . . _ _ , , - , , _ . • _ 1\ I six 9 R C �g _. , pro • c�° I e,�I• i 3" ti\ c1 u �o,•�� O, ��. �,`1 . , ° H FPKN &D ` - . � x • .`�� _ °•�o.,_ 2' co , o , , 1 } °: . ° �, `° I ' - �ti ` , , ' ' • - 0 ' .� o �o,• , � , I, GROWN `OF ^� ° �b , g - , _ - IN CONIC. : • ti`3 ' , - - ` Og , �1 ,1 • t _• ` ° SPEED HUMP • O`� , . �°� _ .p = a COLUMN , �� _ ti� _ — `— Q---�- L_ o, SANITARY MANHOLE . _ q - o�• , . _ FPK &D . FPK &D` g , • ti . �= , FPK &D t �' -- , ., o - RIM ELEV. = 14.64 .� _ 1 _ n - - --_ -� F _ - = r , r,` PK &D , . , - a - �`o' - ` ---��: -` • ' h - SANITARY MANHOLE° ;�``�- 4� 1 — -=- - AIR BURN AVENUE , �o _ , �. . -- -- -- 1 ° , _ - , ti . - SANITARY MANHOLE P I 1 , :� _a,• �` RIM ELEV. - -19.50 • O _ SANITARY MANHOLE•, g� - ,\A _ TOP ELEV. = 18.21 L = (28' ASPHALT PAVEMENT) , ,'� 60' RIGHT WAY O " Iti°xh ti RIM ELEV. = 14.74' -' - - - I - , . ' ° _ , . . �`5 „ , , ` �°'' 4 4 p �'� 0� 0 °� �° ,H ` ��• • - ,,4� tp \ . f T. �pk �4 �p� �p OH OHw OHw 11 - -' �+l J ' - O �O. . • . _ . r ® I, o,•p 1 `,g' OHW OHYt A/C AIR CONDITIONER Q (C) CALCULATED NCF BFP BVACK FLOW PREVETER OHW CH SUNSET POINT ROAD CURB INLET - a q CENTERLINE PP CLF CHAIN LINK FENCE POB _ — = :5 s COV. COVERED PCP CSW CONCRETE SIDEWALK PRM (D) DEED REFERENCE RRS EP EDGE OF PAVEMENT _ °o FDC FIRE DEPT. CONNECTION TOB z FOUND CONCRETE MONUMENT o } FOUND CAPPED IRON ROD UGG a FINISHED FLOOR ELEVATION peR IE INVERT ELEVATION WM LB LICENSED BUSINESS — � w < O J NGF = 0 0 A — 0 !� — Lij - z Y I Q z U 4~ Q — 2 LAKE — — — - ® s LUCILLE z W z z a a PROJECT LOCATION - d =- � � PALMETTO STREET — I- — 9 m z — z LO HOBBART LO LAKE _ %- CLEARWATER 06 Qco o 590 DREW STREET H(m 00 0 111 0000 4-- 0 1= < 0 O J H U) 0 z O vn O > W 0- O F_ J < Z O E_ 0 in < Z z N c0 "U) LO Cc co °`1 5�' °° , ` C �� REV. �' GREEN x .° I 1ST FL00 I ,� } t . c n 26 ° I W cD ,/ �` LOCATION MAP `� MARBLE GRAVE I ° J 33- W Z I )'_` I - - _ { (NOT TO SCALE) �n ,c V) . _ . ' �� tip' MONUMENT „ 6 27" } I , Z �,� x ��4' I c� ,1 t �v cy 1 s 1, 1 i 1 I __ -_ : I d 6„ 15„ . * I P " �1' ,N ` . - } GATE N n. t �,1 3 , _ € ,q , --� `1 I _I 1 t . N 1 3'S 26 I < J ,� o.. V2 �, i n ,I =_ - s - -_ _ _ \1 F �`° ° �° I a rn x x .=1 — _ to _ -- ,� -_ 1 = `t :z `fo ,''ro- I co I to 0 1 , v 4— I '� ,P . °' @ra "} . - q o — a'n ti 1 - _ . _, , Q /- 14" " - O o I U N M Pie b ' " R' @ } k : 0 I �, } tb 0 �q I �0 I 36 ,,o•o� � . )� X14" 4 K _ ., 3,, .' " ¢ t I I 1 0: < 4 �� $ w.1,N 1' ,@ .. � I I Q3 I �� t } 5`f 10" I W n �� - 4 5.8 t �� 1/ -� 5" l s °° �S 0.2' „} ° r(j . ' I Vi a ,O J + �r • - .6 9 V q �' i i } x �O DQ . �2. `4' Qi N ' I LL. A' I it a�- _ �y 'a :. '� .%. " 2 STORY BUILDING { �� '� --�-� ` _ ,.8.. °'-I � -- - — — -- - W CL �� ' w @ • �; 69.1 P = a ° ' } I ` ! ' , @ . GATE �e: a I < w �( • _ ` ', FFE 181 < _ P !1 " ,�L , @ 1' . E . . . '� ` -`J > -�;•: r . v '° - @ . - '' tea ' - P `. - 16 I.,t , 1 - " • I ` CON CRETE ::� , @ " . . �,� , q. < _, - �(� w V o �� O i �T F' • @ �i.� a �- .� @ CONCRETE @ :," ' w I I P @ { f UGG �°' o - 4 v . , " q cn I } 16.0 R� . @; R ti 8" r ° -I I 20 10 Q 20 40 I. C J } i > ��. °o w a ,,.00 F I' 4 .. ' -R �O it) . cn °" s q V. ' ` } 0. D, "�l N o ✓i \/ 1JJ ^ :4 .•� ,r ° qc 4 mP} b. - o R } x } T_ �W r" '� , " }@ Re .. @ �� , �»• C�C• it I Q 20 m I Lai <� ,_ <p ��'� o �; 4 19 - s t� " y : I I o Q I} N " . ` BRICK I 3`� 'f0 - _. m • I SCALE: 1" = 20' O ` N 4 . I 3b.0 v) < L _ , o I tiQ .-. ° I - - • `. a 4 � @ P ".. 4 LL P 0 REA D `� " R F 1 a. 0' CM 4 "x4" c� y Y. V1' , 1 SORY 15.3' s Z r(1j F �i s I 70 } t7� C ��8 I , ` o° • W � . �° 4.. _ . ' 1, _ _ " • CO V ENTRY x -� o BUIL�ING I 29" } g W ° R FFE -' 22.08` t A O r OJ J P. N e.•, t F R e I rA __ __ ____ O-1 I i- , Q . J ---� w Qs , YD F _�� a: _ - °�' 0 1 ,N . , : .. a �. R ° ; . _" " " -3 - _ __ _ -a , - . t 30• °' < < 40.4 _ N i' F - . _ —t-- a �. Of� kW 1� N oFiw ;0 -`W = OHW. q— _ v " " - I - ' '" �_ } - .\ t? O N O `�� a - tp I (� ' rn I'll k .� x 11 26.4' ' 1 • ' , 4 " , }C -� -n • c,, z o �1 . . N �,` [�. 00 3 20.7' >, L qA� V? ., q R I �7 �i 1 ��N� } m p I ��` N 1 STORY N « , @ ` R } @ i 27» Pvl �',� �r'�'o w �q .1 11 4 h O APT-1 0 0 4 '? ` . b b 4 4 :� \G 4 0. t�� 8' @ m N s N ° i �?' O) n 4 c' O I N `c c� x F- ^!!? Q' FFE _' . 4� 4 . @ v- a . 1. Q 1 �� q 9 , I C7 d !n 1 W UJ a W c - In 22.2' �LN ,.p : 1' @ ' @° @ t . 4.2 N _ V , . 29.5 r- O { r' �', �``�' , w `�� h 1 / �' 19.07 0 , " q' 4 .r .. q, : G'UARD " 3.0 z I .`�' J cr - �- ¢. '`.`�' ( �� x< rn n @ RAIL < 4 I 1 2 STORY �, 20.4 cn �� q> Dm — q I, - , 'i V, BUILDING { LEGAL DESCRIPTION: "J �_ ° (n O 25.7' " GA2EBO BUILDING 1� : 3 X 0.1 N r- ® a ". .4 X ' - �,`vD` x . Q Z o o�� . �... . t . ; ° -'R. aR 1 - FEE _ 22.08' FFE = 20.21 X74 .. X I _ O 23 a_ ` d 0 _ _ , 0 . m 1 STORY " " ` � � N . ; :.,• . '. r' �. � _ -,_. ,_ . _ I _ _ y_ 5 •. 'n f GATE , • � <,, � °, P q � ON, B P ., • � r { FAIR BURN ADDITION, LOCK F, LOT 1 AS PER MAP OR PLAT THEREOF AS RECORDED IN PLAT �.p Z N j ) a .- _ n.. i. i c... T' e.....p : , o- (. C. �: Ozn: F- ,.. ;... e-� +.:rt V__:: nm .n [. n 7_J SAL `t>. I =ti, ,�5. -+ O APT.2 } R 4., w LR I c7 _ BOOK -12, PAGE 18 O, ,NE , PUBLIC RECORDS .-F_ PI COUNT,, , L�,.,Gn: 1 7. 4 r�LE . 4� g • x D ° ' � .: ° ° 0.4 N P� -' . �1 . `N `� `� cr ¢ �� 1 �v 18 , FFE = U' ". " P . P "a I 1 , I j� } v R. E cam_ I STREET) �< � •..J - , - z . 9 07' } - " R ` A/C iD - _ �• }< :, ,.. ;.... _ P . � GAT A� I fd3 I ; 1 `b I"" ! ®z a .` ' , o FAIR BURN ADDITION, BLOCK F, LOTS 6 AND 7 AND THE WEST 7 FEET OF LOTS 8 AND 9 AS p Off' h > " ' • . = PER MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC G F_� z �� ~ _ t� a �_ ,,a I6 y , "' `F- P : a z I i ,, - P ,� s 354.8 1 29.T p�° _ { RECORDS OF PINELLAS COUNTY, FLORIDA. (1101 FAIR BURN AVENUE) @F = z _ _ f : Ra `10 _ - �} _ c "�. '•' a: `�. f a24„ 29„ A I Y< g 2'� ��`l p Coro I -1 s V ? ° €@ _ L L �TI BLOCK F THE SOUTH 30 FEET OF LOT 3 AND LOTS 4 5 AND 10 AND rn Y M. .' S' L _ � - - I / R a� @. q ' y q 4 >r �. 1p I FAIR BURN ADDITION, , h r ' S° gs „ _ w c:,I -' } `_' = ' -' %' = - t q. COVERED "� b - - I THE EAST 118 FEET OF LOTS 8 9 AND LOTS 12 13 AND 14 AS RECORDED IN MAP OR PLAT 3 . h 18 - o w •_� 1. q 4 18" pH t! .@ �. .i., .cr,. CONCRETE ONL;r, .. GE _$ . �� 1. .n ' _ - ,z w _• @ A ' I EN E_ _ ?I� a ti I THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS N A Viz. w _ < ° j d,.'' b. F q� ��. �� I o 2 STORY N 1 STORY > } a . } ( I :: ><' b - . c R` E�P� - 3 �3 }2 „ Nw _ W { ( ) - � ~ -` 0.4'N t Q = BUILDING BUILDING �I . �'. ::4 q ," 4 19.2 3M COUNTY, FLORIDA. 1113 FAIR BURN AVENUE FFE = 19.07' : >1 ; "" @ "' q _ _ Ek. �` a 1 STORY 6 ( I I { O `1 � ,tip'. MEN S DORM 4 , . t, 32" 4 ° a n, - ° 4 - . '41 @ � 0 FAIR BURN ADDITION, BLOCK F, LOT 2, AND THE NORTH 20 FEET OF LOT 3 AS PER MAP OR @ - - .... - .. ,_.: . b . d , 111_ . ' .� - I 'o ' 4 _ E moo. '� 4, Z .." BUIL I Cv C�? O �`'' `� 3/''',� 7 I FFE = 8.29 J CONCRETE a ..- 3. _ > • . @ ; x .•. <s, ° =4 o • :. _ �S 5„ 6„ 7„ o { PLAT THEREOF RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS 00 N •, - - . . , Q G r J > j o .o- &. ,= �: , s @ tiG °�i. ". q' 1 } Q • , ° ` , O ° 1 I - - - SI , `" '' "" . - ,�� 4 q. •' " . '7 " t P -- @ @ " p''GO q ' •Q'" t °„' • _ . _ I �, 34 ", " z .- I 1', -� COUNTY, FLORIDA (1119 FAIR BURN AVENUE) j o 0.6'N P Q , ! ` ° • , . . @4 . h I R .. b .. dR T 4 N 00 P& 0, LO CRE 7 - '" - -' 4' " @4 ' `4 S 3 0 M) = I FAIR BURN ADDITION, BLOCK F, LOT 11 AS PER MAP OR PLAT THEREOF RECORDED IN PLAT ? N o , ^ , _ `.� ,< �Q 1 `y .SI. *' ." ,, ®4 T. .C'' v 4. " • p . .. T,. 1 `� P ." "' 4 . A �.. . . 4 ° , / , -•. ` , •� S 6-a 1 STORY ' : C q q Vx- v 42 F. . K b " 4- q , .� .@ P ° @.t c : S. •� I " @ " . 4" ' � o- V i } ' • , n Na APT.3 0 a F. �' . :" I b .E� _ 'V ' ' " " ' 1 °' " 1 ° ` . t 1.2 N : _ o { BANE} 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1120 N. BETTY o o 1. C m FFE - : I I � - / . i b o a'- 19.07' ABC 4 ''- .I @ �' ° z ., a 9 1'A X GATE 00 _ . I •, .. n i ti� _ r R o c i . i -,� y .. s I I w y �, . � ix I „ q J 31 } I ° y� 4 b } 1 � � 1 I 1 9 .:1 ? - q 1 STORY 4 1q @ ca gyp. 11.9 = 44'x22' @ ID k \q� ,, „ O , 2, ` -< N N N <' zr. , .F " @. q @: I� COVERED } n N.� I ,\p I o (�(, o APT.4 COV. "t '., @ .R I: .. " 4 I KING xr,, } �% 1 - . �.' R z I ��. _ i , O ' � co FFE - cp 3.0' . - -ENTRY I '` q: 3.4'x3.4' COLUMN • . @. 'I � d g ETAL " � �' 0 I 6 , P x' x 19.07 P : b . D i " : l rn °4 . r" (. ; - �' °@ @ q, • ' 11' „��• i� j 5.4' ' a ;, TYPICAL " r ' �• `��' - - } 25.9' 20.7' ,ri 14.7 w '- 21.7 . I , � . . ,,� 144.. - IN, `' h J . , 'S;2;rr . (t-y t SL OG' fi?� X11 0 ir) ;. 4 4 R �. X :a. = 1 aZ� 0' ` it f� 8„ g. X �� 1. ��, i, �. 5� C� �Pr 1 ,.. /] :.� .. �. W - FCIR 5 $„ - o L i( /y 5 4 @ z �\ 0.5 s - . ' _ ' '� 4 -.csw T - 4 � x X �� , -, LB 6711 `�; 11 ~� \ 4 CSW @ oHw w 12„ 10 a c�5 `ti _ OHw' - -OHW OHN - ry 1 `R _ `OHw ..OHWIv. » �' P .. y 4 0� �p c . '" N� - O - + •, . w 11 ..Y " Q , p N01'56 57 W 350.0 O ,� 0„ �, { re= ,o' , = `L oA `ros 2 18 ",20" o �? :, q 350.00'() O 0 ��' — _ , . . _ _ , , - , , _ . • _ 1\ I six 9 R C �g _. , pro • c�° I e,�I• i 3" ti\ c1 u �o,•�� O, ��. �,`1 . , ° H FPKN &D ` - . � x • .`�� _ °•�o.,_ 2' co , o , , 1 } °: . ° �, `° I ' - �ti ` , , ' ' • - 0 ' .� o �o,• , � , I, GROWN `OF ^� ° �b , g - , _ - IN CONIC. : • ti`3 ' , - - ` Og , �1 ,1 • t _• ` ° SPEED HUMP • O`� , . �°� _ .p = a COLUMN , �� _ ti� _ — `— Q---�- L_ o, SANITARY MANHOLE . _ q - o�• , . _ FPK &D . FPK &D` g , • ti . �= , FPK &D t �' -- , ., o - RIM ELEV. = 14.64 .� _ 1 _ n - - --_ -� F _ - = r , r,` PK &D , . , - a - �`o' - ` ---��: -` • ' h - SANITARY MANHOLE° ;�``�- 4� 1 — -=- - AIR BURN AVENUE , �o _ , �. . -- -- -- 1 ° , _ - , ti . - SANITARY MANHOLE P I 1 , :� _a,• �` RIM ELEV. - -19.50 • O _ SANITARY MANHOLE•, g� - ,\A _ TOP ELEV. = 18.21 L = (28' ASPHALT PAVEMENT) , ,'� 60' RIGHT WAY O " Iti°xh ti RIM ELEV. = 14.74' -' - - - I - , . ' ° _ , . . �`5 „ , , ` �°'' 4 4 p �'� 0� 0 °� �° ,H ` ��• • - ,,4� tp \ . f T. �pk �4 �p� �p OH OHw OHw 11 - -' �+l J ' - O �O. . • . _ . r ® I, o,•p 1 `,g' OHW OHYt A/C AIR CONDITIONER Q (C) CALCULATED NCF BFP BVACK FLOW PREVETER OHW CH CHORD O.R. CI CURB INLET (P) q CENTERLINE PP CLF CHAIN LINK FENCE POB CONC. CONCRETE POC COV. COVERED PCP CSW CONCRETE SIDEWALK PRM (D) DEED REFERENCE RRS EP EDGE OF PAVEMENT TBM FDC FIRE DEPT. CONNECTION TOB FCM FOUND CONCRETE MONUMENT TOE FCIR FOUND CAPPED IRON ROD UGG FFE FINISHED FLOOR ELEVATION WF IE INVERT ELEVATION WM LB LICENSED BUSINESS a 14 RIC-1 a0IR, MEASURED NO CORNER FOUND OVERHEAD WIRE(S) OFFICIAL RECORDS PLAT PINCHED PIPE POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT CONTROL POINT PERMANENT REFERENCE MONUMENT RAILROAD SPIKE TEMPORARY BENCH MARK TOP OF BANK TOE OF SLOPE UNDERGROUND GAS MARKER WOOD FENCE WATER METER DELTA ANGLE FCM 4 "):4 "_ SYMBOLS Q CLEAN OUT -& FIRE HYDRANT M GRATE INLET E_ GUY WIRE 0 LIGHT POLE •,H MANHOLE (AS NOTED) TE TELEPHONE ACCESS 0 UTILITY POLE M-0�_3 WATER ASSEMBLY ® WATER METER D4 WATER VALVE YD YARD DRAIN QT3 PHOTOS (SHEET 2) TREES CITRUS /FRUIT Tt:EE 0 OAK TREE ;f PALM TREE ,; - ""= PINE TREE TREE (UNKNOWN) M 4"x4" -- - ,Q--- - - -- 1p - - - -- , r_�t� r_� SURVEYOR'S NOTES: . 1. BEARINGS SHOWN HEREON ARE ASSUMED MERIDIAN HOLDING THE WESTERLY RIGHT OF WAY OF FAIR BURN AVENUE AT N01'56'57 "W. 2. UNDERGROUND IMPROVEMENTS, UTILITIES AND ENCROACHMENTS, IF ANY, HAVE NOT BEEN LOCATED. 3. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS EMBOSSED WITH THE UNDERSIGNED SURVEYOR'S SEAL. 4. FIELD WORK COMPLETED JANUARY 23, 2008. ADDITIONAL FIELD WORK COMPLETED APRIL 4, 2008. 5. LEGAL DESCRIPTIONS SHOWN HEREON WERE PROVIDED BY THE CLIENT. INTERIOR LOT LINES NOT SURVEYED PER CLIENT'S REQUEST. 6, THE SUBJECT PROPERTY HAS NOT BEEN ABSTRACTED FOR EASEMENTS, RIGHT OF WAY OR OTHER MATTERS OF PUBLIC RECORD IN THE PREPARATION OF THIS SURVEY. 7• ELEVATIONS SHOWN HEREON REPRESENT NGVD '29 DATUM, REFERENCE BENCHMARK: CITY OF CLEARWATER BENCHMARK H -08: PK DISK IN SIDEWALK, SOUTHEAST CORNER KINGS HIGHWAY AND FAIRMONT STREET, ELEV. = 18.437'• 8• BASED ON AN INSPECTION OF FEMA F.I.R.M. COMMUNITY -PANEL NO. 1205096 0008 D, BEARING A REVISED DATE OF AUGUST 19, 1991, THE SUBJECT PARCEL APPEARS TO LIE IN FLOOD ZONE X. CERTIFIED TO: EVERYBODY'S TABERNACLE SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THE INFORMATION SHOWN HEREON IS A TRUE REPRESENTATION OF A BOUNDARY, TOPOGRAPHICAL & TREE SURVEY, PERFORMED UNDER MY DIRECT SUPERVISION AND MEETS THE INTENT OF THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 611317 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. GULFCOAST SURVEY ASSOCIATES, INC. L.B. 6711 DATE WILLIAM C. WARD PROFESSIONAL LAND SURVEYOR NO. 4815 STATE OF FLORIDA SHEET NO. OF 2 } ' m 0 M 0 � j Z Y z 0i � = < O J r0 0 0 ---*, I — Lij I U Q W � W m W W I- UW LO LO Z�zLj %- cc: 06 Qco o mV�LL m I— Q. F_ 1...1 ff m Q LLI 0pz� w CO ONQ .. I— r W cj� cr T" J L > = U W Q � f � Z W D 11 0 Q m W Ci IZ SHEET NO. OF 2 STORM MANHOLE RIM ELEV. = 12.93' RIM ELEV. = 14.02' - -• OHW -W. INV. =9.61' 1a p pp �� O H W O f i W �Z° N E. INV. = 6.93' jA0 � mo-mrr N INV. = 10.37' OHW o OHW o`'� �b �� OH W OH W OH W Ucc ��`� �,° �� °• ` W 31, o 5 v 5(; --h• �y -GONG. FLUME CONC. CURB 1�°, .,� GRAPHIC SCALE 0A " • ��` , . '`R .`bh - - : "'S' - �� - "t g ' _ ��;�0 �. FPK &D' 20 a 10 20 40 �"'' SANITARY MANHOLE ?0 LANE z ` RIM ELEV. = 11.80' N BETTY L � ��' x _ (FILLED IN, NO INVERTS). 1p i N�' ° °� ®' �b �" STORM MANHOLE IN C.1,,- FCCR 5/ ��`' T ��'' 3f ---Lr� (28' ASPHALT PAVEMENT) RIM ELEV. 13.59' ' LU 6711' h X.`t' (RIGHT OF WAY WIDTH VARIES) � SW. INV. = 10.00' �h X� - �p� ti ( IN FEET ) / t p _ „ �_' E, INV. = 9.90' _ �� 6`� x' _ i inch - 20 fiw SANITARY MANHOLE - / , _ h� 2' CONC. CURB �'� - v ; RIM ELEV. = 11.46' 'b�1A . T . N INV. = 4.38'• 5g 6 . ^.`' ° ° 0 ° P ° 350.00' (C) - QHW �_ 4.29' o °` 350.00 ( ) - °° , A INV. - ti�� ' �� GATE- p`.1' S01 °56 57 E ° 'OH-W - ij W INV. = -9 94' '` FCIR 5/8 : h� . . 0 4 S°W v 50.00' (P% i LB 6711 °` '� �° ° Q _° ; ° : -/ #2� 1C #28 i �C / \ - - ��. ° v d �50.00�P% 4" 7 ",7 ",7-- 0.00 \ 1 4 P _ mgz4 0' (PJ , �, #24 7" 5 ",7" #26 (P) ! TREE REMOVAL CALCULATION: 50.00" (1 z v 50.00' N20 5.. / #?51 ' - S C • P - � ,, \ • � (7) NUISANCE SPECIES OR TREES NOTCOUNTED TOWARDS REPLACEMENT J 1� O.O (% #70 �35" ( :i✓ONC:a SIGN X(23 5.r� f' _ - - - - - - - - - - 1 - p,. (2)TFiEERATED200RBELOW 73 ' .,�-`� ° _ °'EVERYBOD 'Sma------ - - - - -i -- 1- 60-- _i - -'� i �p i n� FARE `H ` RAW.'. 2.2's ,12" - s= - - - - - - - -= -- 8.' 12" 10"/ \ 58 `' tK 1: 4 �o TREES TO BE REMOVED: - - 3 DBH TREE TOTAL RATING TYPE _BRICK BELL -I ° X / i 8" I' NO. INCHES '4 q, • w 21'8 ° 62 - 10 4 2 10 1.0 CHERRY LAUREL 0P ` '0 .. % rL. STRUCTURE / # ( ) 0 0' 42.6 - 41 ` z % 26 5(2) 26 2.0 LAUREL OAK h i \ z < 00 - I w % 31 7 31 2.5 LAUREL OAK BFP ON ", V. ` '` 5 STORY �, \ _ / U_ CON�RETE_= �' " m TOWER `v_ ` m i / - 31 8 31 3.5 LIVE OAK X74 ( \ #71 ' / / \ x / 24 9 24 3.0 LIVE OAK -o /2ND STORY / i o ° 3 4" 6 ",(12" ` 15 r" 5' OVERHANG \ #33 - Yr 29 10 29 3.5 LIVE OAK aFDC �, 5' o E ( ° �-- - �(COV. CONC. �- /#s4� ( 26 c° ' 18 11 18 3.0 LIVE OAK #75 ( f REV. OTIS C. o Q 1ST FLOOR) 5 "0 i 29 13 (2) 29 2.0 LAUREL OAK GREEN - / ( #19 \ ` 0 0 0 a000 ( ( ) p h� (_ M6NUMEN RAVE / ( Q 21 r, \ \ x --� �r- m L6 �fc x #51 ` 5 15(2) 5 2.0 CHERRY LAUREL t �� / / \ To 0 00000 (Z22„ i f35 #34 j 30 16 30 3.5 LIVE OAK j 5 •26" ( C 27 17 27 3.0 LIVE OAK 27 29(2) 27 0.0 LAUREL OAK 29 30(2) 29 2.0 LAUREL OAK �.,L' 18 32(2) 18 1.5 LAUREL OAK n _ 2 12 37(2) 12 1.5 CHERRY LAUREL 7 1 x \1 ` 28 50(2) 28 2.0 LAUREL OAK / `O P , '_ •�h . , •. - ��.�� `.v . .. °. ' .`e : ° • . °. i 34„ �. 5, ��'h �,.�`p, : --�- . • ; ; " �' ,.^ m• - 5 52(1) 5 2,0 CITRUS 5. ` \ ,� �. / 6 53(1) 6 2.0 CITRUS �y �. ' ° .. °:. ° : / -` °-°' Q I 4 54(1) 4 1.5 CITRUS J ° •. ' °•'_ ° ' 2 STORY BUILDING ` \ �.`5' • .. c iTE v: �� .�, �; • ° / l 4 55(1) 4 2.0 CITRUS �➢ Q r " : ° ® :. °' _ ° 4', a - p °° 2�. FFE - 18.16 m ...° / A.::° \.' CONCRETE .. °' �D- �j = 7 56(1) 7 1.5 CITRUS 1 5 57(1) 5 1.5 CITRUS NCRETE q -ca Q . °' ' ' ct''i, \ \ h / : ° 23 C #38 m ° 9 59(1) 9 1.5 CITRUS -UGG °� .:.� .j� ° `4r . °. \ ,�0 / .�0 _ 1' 3� 1 . D c' -1 4 61(1) 4 1,5 CITRUS - ..a.. °, e ° .. \ x / _ ' ( #0 ta;i . 40 �` �' 4 63(1) 4 1.5 CITRUS e - 0 �� b ° . : ; . '' i BRICK 15" �...i } ° •� - ° - BBO f z rn • i 4 65(1) 4 1.5 CITRUS ��• tih`:` ti 4 ...�;.. : `.. = = = � = CovERED / 41 m FC 6 66(1) 6 1.5 CITRUS AREA CITRUS 70.0' 'yyyyl ( o '_"� 4 69(1) 4 2 0 9 ° �4 .1 '•••"' - 4 78(2) 4 2.0 LAUREL OAK Al A .o ,\ o� / „�ro_� ; I /' %� �� 8 79(2) 8 2.0 LAUREL OAK Lu d 40.4' W. c�n\i �' 1 TOTAL 30 TREES @ 448 INCHES p �N 10' P APE ERIME70 O �� C O ° f a f • r" 4 ° ' _ _ r - BUFFER i - ( i ` N _ z 7.2' _ _ N _ � O ` QV 'b �h5 W i ITt • ", N v QV rPTV /At r \ 9 °• N Do I 2.2' ° - �N W .., • �� i - 35 (!!�Ip WPTV `/ ' 2 STORY �,2 J 20.4' , : ( cn a 19.07' D° cp F/, u PN Qv 3.0 Q _ "`�h \ i 10` ER . mm °' 4 25 t BUILDING 1 a.1'N SC, /' 1 o DQ 25.T 25 UP FFE = 20.21 ° • ,. �, I' APP co ob ° ATE \h �^ O ( - �h . 21 °' 1 STORY N w QV ° °' _�. - ° hti - O BY 4r o � ° �_ n I -� n v D cn - c 0 , � � ,r -< FFE o? • - �- - i ` e ... cr a 1 ,.0.:.14 .. �• - "7' - h , _ O, X83 \ = _ % \ , #8 = - ,�■ �� _ VS 54.8' , . 4 ° . ;\ i 18" ° i �� :.. '... ° °s • ' ( #42 COVER ° • y F t p # 5 t c,s J) w I CONCRETE CONCRETE < . �NGF ( I ( '\ I N`! C NGES IN SPECIES, = '' -� ` `�� 1 14 • `° 2 sTC1RY ° ° N 1 STORY _ m a, °° 1s.z' a. ". M� $43 r SPECIFICATIONS, C DESIGN BUILDIIaG BUILDING - ° ° 24" TOR m 1 ST�� \ i (� ##44JI�H(UNi�F!JIi? ii 12 0, _� _.. �I'i� 86 FFE = 19 -\07' MEN'S DORM � °� � BUtL6ING i 1`5 & 28' I ��hlraFF' = ° °)' `d =•� ��h ��'• 23" i FFE = 18.29' i E ING - #91,4 \ ; I°i. "Cb w'P L Y n` ' ° #87 m 5, 7 SF/ F 0,015 SF� ( ,,r r'��) z ��,'I. f :. 89 # a APB• 3 rn 4 �'LI. A A BETWEEN T D C Q3 v ® G) FFE = rn MG RI ' 20 m ® ® ® m QV r 4 i TE- Dc PAVEMENT ' PARKING 7J i ° 23" i ' rn 1 25 ® 1 m> v G/� �p ; �� RA�EI4f�I\T ° . o / 19.07° ° A/C I < ° ° 4'. RI `' �' ��' - �: 1 T EE TUPFE° OR RECEIVE THEI • FIG 4 • ., •- i •Y • . � .a., :g. m m ` m ':..: X�o,.mi m� �� _ _ ti��•. ° w.f�w C` w i� �I _ , P k i4 1 STORY N 3.0 APT.4 ° I� COV. ``_ - LM p m 'y. - - - V _ m- - - - - - - - - L 7 w 46 ° I _ FIFE _ t - -ENTRY 5' _ - 35 - - - - - I- - 5" r - .9 �� , ANDS i R MEN i _ 19.07° 3.0:.1 / 1 = x� 50.00' (PJ :l R INTERIOR MANDS �r - P \ #91 L. - - _ - 29-7' - 7 1 p x v , % 40113( 'Vib -I - WM (. 28 TI .�. E _ %C - - ;.., .. }s u .. a. ' ° 4'CSW' °` F 5 8 °�� 'I +. 000 �_,- ,:v. � 4 e / w:.i aJ - d -x' - - .< ',e .° .° ° .•° y .Q ° •,.° V 'd ° WM �• I I . I tI .ib 50.00: i (P) _ �...:. e __-- WM WM S� !4 t1 �• t \ i 5 ` _ tp . _ _ .,.,. WM _# ---- V M :T__ M SS - ------ SS OHW / # W WM -fd 6 �`�6,m ' * �WM- T �S -S�` o, 1 ° t)a (�I� W. �., -�- WM �r{',2.0 -- -- WM' -; C- . ( M S S�5 SS �` ® ° a . �;.�5 EXISTING RRE N.YDRANI", M W,M oC �`� SS -- � ° S S ;�0 p -'-r� : �� EXISTII G'30 RCW Fki- , `� - LANDSCAPING PROTECTED 6 WM �p _ WM -� M._�_ ° S o,• q,.. 2' C. rx�RB. p: °' M---' -ARCM: RCM ��0 �r�g S 'FPifP�$t 6 S'S - ° f p`�c°'_ EXISTING :6" _PVG;,: �o,'�.. , ., l -CROWN OF p RGIVf�'' R4/�.'. f�CM- RCM - SPEED FROM {AR OR PEDESTRIAN ti +� VCP \ 4�°' h „�1. SPEED HUMP Rtm . O . - IN CONC. EXG,B� / 1 W4TER MAIN. ^� RC RCM RCM _RCM RCM , �. �. FPK &D' _ �% COLUMN SAr4fTARY SEWER- {; '� ` / Q - RCtul ---- g�CM° �'- �}" - FPK &D ; , = TRAFFIC Y MINIMUM SIB INCH p� SANITARY MANHOLE W% LATER - ' CM' R {° RCM - RCM: 'F - ~ - - - _ - - "�' V. - 14.64 RCM - -- FPK &D - �° I ERIN DEL STOPS N RIM ELE - CM RC REM �� M RGM- fl AVENUE p' :SANITARY MANHOLE � 1 - RCM RCM R , _ , - - FAIR BURN ^��' - SANITARY MANHOLE IGH P RIM ELEV. 19.50` • �`f'`O. a 28' ASPHALT PAVEMENT)1 p' 60' R T OF WAY (P} ° A SANITARY MANHOLE. TOP ELEV, = 18.21' M °, kA FI FV. = 14.74' , installed per approved plan prior to CO inspection, Reinspeotbn fm are man INTERIOR LANDSCAPE CALCULATION: THERE SHALL BE 10% OF,VEHICULAR USE AREA (VUA) DEVOTED TO INTERIOR LANDSCAPING: (14,533 SF OF VUA)x(10 %) =1,453.30 SF (10 %) PROVIDED: 1,815 SF (12.5 %) PLANT LIST TREE NO. SCIENTIFIC NAME ABBR. w MG 2 MAGNOLIA GRANDIFLORA UP 2 ULMUS PARVIFOLIA QV 9 QUERCUS VIRGINIANA LI 4 LAGERSTROEMIA INDICA PTV 166 PITTOSPORUM TOBIRA "VARIG." VS 129 VIBURNUM SUSPENSUM RI 50 RAPHIOLEPIS INDICA LM 105 LIRIOPE MUSCARI COMMON NAME SOUTHERN MAGNOLIA CHINESE ELM LIVE OAK CREPE MYRTLE DWARF WAX MYRTLE SANDANKWA VIBURNUM INDIAN HAWTHORN BIG BLUE LILY TURF SIZE REQUIREMENTS 2.5° CAL. (10' HT. MIN.) 2.5" CAL. (10' HT. MIN.) 2.5" CAL. (10' HT. MIN.) 2.5" CAL. (10' HT. MIN.) 3 GALLON; 2' HT. (36" O.C.) 3 GALLON; 2' HT. (36" O.C.) 3 GALLON (36" O.C.) 1 GALLON (36" O.C.) CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAYAC.COM ' EB 9351 -• LC 2600212 V V O V W f�•s -I W O M � w Ing W Pq W PP oz� � � U S Z Lid I� v, z f--I � a a w H t-� r P4 E--' o� z z C4 O �r ,••4 w o C\2 �-i Ld -I iL z Q z 01 O w d a ai m z 0 F_ IL U U) w 0 7T I� ( 1 0Ifw > -0 -0 zw 1 0 W w co V_ w J } PROJECT #: 634-08 ORGINAL DATE: 02.06.08 CHECKED BY: JB DRAWN BY: RM SHEET NO. C8 OF C8