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619 GULFVIEW BLVD SC I T Y I T Y OF C L E A R W A T E R 1 POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 NOTICE OF COMPLIANCE 07/26/1995 The City of Clearwater Environmental Management Office has completed its stormwater and landscape inspection at your site. The site was found to meet the requirements set forth by the stormwater and /or landscape ordinance's in effect at the time of site development. If you have any questions regarding this report, please contact Rick Albee at (813) 462 -6598. SITE:; Lagoon Resort Motel SITE ADDRESS: 619 Gulfview_Blvd._, -5.. OWNER: William Shephard OWNER REP.: RECOMMENDATIONS: Continue to maintain site to insure future compliance. During my last inspection of December 3, 1992 I recommended to discontinue topping of required landscape trees and that continued topping will result in replacements. My recent inspection revealed continued topping, these trees are still young enough to over come the problems associated with topping and will not require replacements at this time, however, if topping continues, replacements will be required upon my next inspection. s_. "Equal Employment and Affirmative Action Employer" C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 December 3, 1992 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The following report is the result of our inspection. If you have any questions concerning this report, please contact Rick Albee at (813)462 -6598. SITE: Lagoon Resort /Shephards Rest. 619 Gulfview Blvd. S. OWNER: Wm. M. Shephard c/o EMS of Florida OWNER REP.: INSPECTION DATE: 12/03/92 PASSED DEFICIENCIES: None at this time, site meets code requirements. CODES VIOLATED: COMPLIANCE. DATE: RECOMMENDATIONS: Do not continue to top trees in the required landscape buffers, these trees are required by code to be healthy, mature shade trees. If continued topping occurs replacements will be required. INSPECTOR: Rick Albee To insure compliance, a reinspection of the site will be conducted after the compliance date. Failure to correct the deficiencies above by the compliance date will result in the issuance of a formal "Notice of Violation ". ' E q u a l E m p l o y m e n t a n d A f f i r m a t i v e A c t i o n E m p l o y e r ' ' STORMWATER INSPECTION REPORT IftiJ0100"Mi�.'� SITE; Lagoon Resort Motel PARCEL: 17/29/15/05004/003 /0010 SITE ADDRESS: 619 Gulfview Blvd. S. BASIN: BEACH BASIN No. 02 -02 -12 DRAINAGE AREA: 000 SO FT REQUIRED VOL.: PROP. VOL.: POND TYPE WEIR TYPE: WEIR: L: SKIMMER: UNDERDRAIN: UNDERDRAIN C.O.: LITTORAL SHELF: PROPOSED 91 NOTES INSP.DATE:07 /19/1995 EROSION: DENUDED: POND CONSTRUCTED PER PLAN CONTROL STRUCTURE CONST. PER PLAN EXISTING WEIR: L: SKIMMER: UNDERDRAIN: UNDERDRAIN C.O.: LITTORAL SHELF: OVERGROWN: COLLECTION SYS: COMMENTS:LANDSCAPE: None at this time, DO NOT top trees. fia5 "�r`GT Our l,iti. ont, ")a r", NAME OF OWNER: CITY OF CLEARWAfER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL APPLICATION FORM N2 SITE ADDRESS: � / y�? U, Clearwater, FL Ov Fee Rec. t �r Date Rec: Rec. By: t �' Rec't # I��G REQUIRED REPLACEMENT TREES TREE REMOVAL PERMIT NAME OF OWNER OWNER'S ADDR SS PHONE SITE ADDRESS LOCATION OF TREE(S) ON LOT SPECIES AND NUMBER OF TREE(S) 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. REASON FOR REMOVAL J Construction • Permit # -See "A" below ❑ Hazardous ❑ Declining ❑ Dead ❑ Other (Specify) Fee Recd. $ (59. ' Receipt #,- _7 -j t rf7. ; : _; * A) CONSTRUCTION Dae i . 4. 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 I. All easements and Rights -of -Way b, Structure Locations j, All Protected Trees including: c, Driveways and Walks (i.) Diameter of 4.5' above grade (DBH) d. Parking Arrangement (li.) Surveyed Location e. Required Number of Parking Spaces (ii.) Species f. Proposed Number of Parking Spaces. (rv.) Diseased or Insect Infested Trees g. Proposed Underground Utilities (v.) Trees to be Removed h. Zoning Setbacks 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: 12' overall height, 4" 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 property 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 plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from th lei it issued shall i nder it null and void and be considered a violation of the Community De lopment Code. Signature of owner or applic in t " Printed Na e Address Agenc Representing (If Not Owner) City State zip Phone fax DO NOT WRITE BELOW .THIS LINE - Not Valid Until Signed By City Manager or his Designated Ageit Required Replacement Trees: Applicable Code Section: Based on the Inspector's comments and information submitted, the above removal application is: 0 Approved as Submitted I Approved- Modified as Noted Above 0 Denied Signed: *it'y - / Date: 6r Manager or Designee /Inspector / CLEARWATER One QX One Future. Brian J. Aungst, Mayor- Commissioner Ed Hooper, Vice Mayor- Commissioner Bob Clark, Commissioner Ed Hart, Commissioner J.B. Johnson, Commissioner 1362.OD01 -GC White - Applicant, Yellow - ,Planning & Development Services 5 -99 Tree Inventory Shephard's Beach Resort, Inc. Clearwater, Florida Prepared by Alan Mayberry For: Keith Zayac & Associates, Inc. no?dw,011055 November 23, 2008 The following report is submitted by Alan Mayberry, Consulting Arborist, and includes findings that I believe are accurate based on my education, experience and knowledge in the field of Arboriculture. I have no interest personally or financially in this property and my report is factual and unbiased. This report is. the property of Keith Zayac & Associates and will not be given to other entities unless so directed. . Site Overview and Tree Canopy Analysis The subject site is commercial property located on Clearwater Beach. The site consists of a variety of palm species growing in landscape islands within parking lots or in landscape buffers adjacent to parking lots. The species include the native sabal palm (Sabal palmetto) and several exotic palms including the Washington palm (Washingtonia robusta), California fan palm (Washingtonia filifera), Senegal date palm (Phoenix reclinata), Bottle palm (Hyophorbe lagenicaulis), Coconut palm (Cocos nucifera), Alexandra palm (Archontophoenix alexandrae), Pygmy date palm (Phoenix roebelenii), Royal palm (Roystonea regia — native to South Florida), Queen palm (Syagrus romanzofana), and Foxtail palm (Wodyetia bifurcata). The palms in general have been pruned too hard. Only dead and dying fronds should be removed as the palm recycles nutrients back to the bud from the declining frond. The palms should be fertilized four times a year with a palm special fertilizer from Lesco with a formula of 8- 2 -12 -4 (N,P,K, + Mg) and should be irrigated with an automatic system that targets the needs o f the individual species. With a few exceptions the palms are sufficiently healthy to warrant preservation or transplanting on site. All trees and palms with an overall condition rating of 3.0 and above on the following inventory are considered worthy of preservation or transplanting. 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 Pave 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 03 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 — A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a #5 rating is. worthy of significant site plan modification to ensure its preservation. 6 — A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an experienced .and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data. It may include maintenance recommendations to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. NOTE: A tree inventory is typically valid for 3 -5 years. However, events such as drought, lightning, mechanical root damage, freeze, improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected, have the tree inspected by a qualified International Society of Arboriculture (ISA) Certified Arborist. Note: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to be preserved. For example, trees or palms rated 4.0 and higher should be preserved if at all possible, while trees or palms rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees or palms rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees or palms rated 3.0 and 3.5 are average trees that have good potential and warrant serious consideration for preservation but not to the extent that site plan modifications are necessary. This tree inventory was conducted on November 23, 2008. NOTE #1: The -tree survey prepared by the site surveyor identifies several palms that have less than 10' of clear trunk. Palms with less than 10' of clear trunk are not protected by the City of Clearwater code and consequently are not included in the following tree inventory. The palms are identified on the attached site plan with the initials NP (not protected). NOTE #2: The tree survey prepared by the site surveyor identifies several palms that are in landscape buffers of adjacent properties. These palms were not included in the following inventory as their root systems are contained within planters and they will not be affected by future construction activities relative to the subject property. NOTE #3: Trees and palms with a condition rating of 3.0 or greater are considered worthy of preservation or transplanting on site. Trees and palms with a condition rating of less then 3.0 are not recommended for preservation and are followed by a comment section that describes the arboricultural reasons justifying the rating. Tree Inventory Tree # Size Species Rating 1 12' C.T. sabal palm (Sabal palmetto) 3.5 2 20' C.T. Washington palm (Washingtonia robusta) 3.5 3 18' C.T. Washington palm 4.0 4 14' C.T. sabal palm 3.5 5 16' C.T. sabal palm 3.5 6 14' C.T. sabal palm 3.5 7 12' C.T. sabal palm 3.0 NOTE: Palms #8, 9, 10, 11, 34,35 & 36 are located on the publicly owned right of way of Gulfview Boulevard but were planted by the property owner as a street tree design and as such are included in this tree inventory. 8 10' C.T. foxtail palm (Wodyetia bifurcata) 3.0 9 10' C.T. sabal palm 3.5 10 10' C.T. sabal palm 3.5 11 12' C.T. foxtail palm 3.5 12 11' C.T. Senegal date palm (Phoenix reclinata) 3.5 13 9" Seagrape (Coccoloba uvifera) 1.5 Comments: The condition of this tree is downgraded due to the presence two large basal wounds with decay located on the trunk within 2' of the grade. 7' above grade there is a gaping wound where a large branch has been torn from the tree. In addition, the crown is thinning and has dieback present. Recommend removal. 14 30' C.T. Washington palm 4.5. 15 13' C.T. coconut palm (Cocos nucifera) 4.0 16 13' C.T. coconut palm 4.0 17 12' C.T. foxtail palm 2.5 Comments: Nutritional deficiency 18 13' C.T. coconut palm 4.0 19 28' C.T. Washington palm 4.0 20 12' C.T. coconut palm 4.0 21 12' C.T. foxtail palm 1.5 Comments: Severe deficiency 22 10' C.T. coconut palm 3.0 23 30' C.T. Washington palm 4.5 24 40' C.T. Washington palm 4.5 25 14', 17', 18' C.T. Senegal date palm (cluster) 3.5 26 40' C.T. Washington palm 4.5 27 35' C.T. Washington palm 4.5 28 16' C.T. California fan palm (Washingtonia filifera) 4.0 29 16' C.T. royal palm (Roystonea regia) 4.0 30 10' C.T. foxtail palm 2.5 Comments: Nutritional deficiency 31 15' C.T. royal palm 4.0 32 16' C.T. royal palm 4.0 33 10' C.T. Senegal date palm 3.5 34 11' C.T. foxtail palm 3.0 35 11' C.T. foxtail palm . 3.5 36 11' C.T. foxtail palm 2.0 Comments: Severe nutritional deficiency and over pruned 37 8" live oak (Quercus virginiana) 2.5 Comments: This tree is located 3' south of the sidewalk of Gulfview Boulevard and is growing in a 6' wide landscape buffer between the sidewalk and parking lot. The tree is downgraded due to the presence of a codominant stem with included bark in the main crotch located 4.5' above grade. The codominant stem situation is compounded by the removal of a 4" diameter branch that once formed a tri- dominant formation at this point. The decay resulting from the branch removal will further weaken the affected area. The crown has average live crown ratio and below average form due to excessive pruning and competition from adjacent plants. Recommend removal. 38 17' C.T. sabal palm 4.0 39 15' C.T. sabal palm 4.0 40 12' C.T. coconut palm 3.5 41 12' C.T. coconut palm 3.5 42 10' C.T. coconut palm 3.0 43. 11' C.T. coconut palm 3.5 44. 10' C.T. coconut palm 4.0 45. 10' C.T. coconut palm 3.0 46 28' C.T. sabal palm 4.5 47 11 C.T. foxtail palm 3.0 48 11' C.T. foxtail palm 2.5 Comments: Nutritional deficiency 49 11' C.T. foxtail palm 2.5 Comments: Nutritional deficiency 50 11' C.T. foxtail palm 2.5 Comments: Nutritional deficiency 51 11' C.T. foxtail palm 2.5 Comments: Nutritional deficiency 52 16' C.T. queen palm (Syagrus romanzofana) 3.0 53 18' C.T. sabal palm 3.5 54 16' C.T. queen palm 3.0 55 15' C.T. sabal palm 3.5 56 14' C.T. sabal palm 3.5 57 16' C.T. sabal palm 3.5 58 27' C.T. coconut palm 5.0 59 24' C.T. Washington palm 4.0 c� hard's B E A C H R E S O R T March 28, 2001 �r,n u i.rw�,e w � o/u. e/B e�q %e�h f�� > 1 07 • FAX: (727) 1 - (800)237 -8477 City of Clearwater 100 S. Myrtle Ave. #210 Clearwater, FL 33756 ATTN: Ralph Stone, Director of Planning & Development j3 3 7'67 In1 46 -4238 Dear Mr. Stone, Our intention is to plant Fox Tail Palms in front of the Shephard's Beach Resort. In the event we have a freeze we will assume all responsibility of replacing them. If you have any questions, please call me at 727 - 442 -5107 ext. 101. William M. Shephard President Waterfront Restaurant • Backyard Tiki Bar • Margarita Grill www.shephards.com Y i . 3elleair Palms, Inc. 609 Oak Avenue Clearwater, FL 33756 Clearwater Tel.: (727) 442 -9872 Fax: (727) 447 -5081 Fort Lauderdale Tel.: 1 -800- 223 -0319 Check us out @ www.epaimtrees.com PROPOSAL Page No. of Pages PROPOSAL SUBMITTED TO: PHONE: NAME: ep ands C, -Resort 7 7 7 10/30/00 C../ 10B NAME: STREET: 619 South Gulfvlew Blvd. STREET. ---� / `ATM Clearwater Beech CITY: STA E: � STATE: FL We hereby submit specifications and estimates for: A Complete Landscape installation as designed to include: 13 Washingtonians — 18' -24' o.a. 6 Maypan Coconut Palms — 22' o.a. -- 6 Medjewel Dactilifera — 20' -25' c.t. 2 California Washingtonians — 20' o.a. 2 Sea Grape Trees — 20' + 2 Royal Palms — 20' o.a. 1 Canary Island Date Palm — 8' c.t. 120 Nora Grant lxora — 3 gal. 250 Indian Hawthorne — 3 gal. 1 Complete Irrigation System W/ 100% coverage 100 Emerald Plumbago — 3 gal. 2 Hibiscus Standard — 8' o. a. 45 Green Pittosporum — 3 gal. 1,000 s.f. 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" ' , - I N , � i, , , " i " , " , , I , � - lk I - , , I , - I , , �- ", ,,,, " , , � - , � , l, � � I ,,, DEMOLITION NOTES ", �, , �,'-� "I '- , 1, �,�, 11 I , ,1, . � � , � 11 : I � , - -4�-- , 1"'� , - , , . 11 1,; I I I � ", -�',, , , ,,, , I " ,,, � 1,'� ,�', ,,,,,;, , -��, ; 1, 1, I � I k - . � , " - , ,\ �; ") � , �, , , , "' � - I , I - � I .. �',", ,,,, �1'1, � , i ,I' - / , I " �. . , �- 11 � 1�� , "�,,I �,-,,- � - I -- �,�. -�� I � 1/1�1 ,�', , , - I - , �,',�, , ,,,,� v I - �----, ... � - -- -- 1-1 - ... , .. � " 11 , l" 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ,,;� ',-� , " , �, I ,�. -, -- --., , k , I - !-�', �X,� -,- , " - �, K" "L"I"i , --, 1-1 ,I'll 1�� V, + I : Q;1 � ,,, �,%,� 'I, "I 11 ��,-- � I.- , � ", " - , I , ,�, : " -,f), " -,, I �, ,3�--, -�, , - � 1,,.:� ,." ,,� %,,, " l�, Ili,; ", ,", � ", - - 1, I 'i.. , -1 ;`��11 " �\ -, � I I , + - I I . 11'1� , � 1� I , I , - ; I , - -�(� ,,,,,, ,,,,, Ill, Vil ;I' %n ,� " ,k:"- l"', - ,'% � i Z4, � I A " , � -'x ��, ""I., " �, l-, - "', I'll ,�, ,� " ,,,,� ""i" � I 11 ,,`�,,�, �,,�,. ,,,,,, , ; . l - \ `,,�, " " ,,�, vz". " � I " ; � - 11 � , � , , , ,% I I'll'," � � " ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. 11 , \ ,li'-" :,,-,l , - 1 , -,"",�'I, -,-.t',1 " � j � 144 ; � " -11 , ,� I I A. , TEMPORARY SILT FENCE "'" . ...... - -1 .. -";""�l� '? 1, 1, , ltll Wi, � � -1,11,,;�!, x " I., 1�11 ,,, ,-" , i", e, "', , � � � 11 - �. - I � ","-- , 'K111 '1111/1 � . I I i, I 11 , -1 '�, - 1, - , I � 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND ,&11 � � - 11 "I �61 - - \�--' � - "' 11 -.64:1)�, ��,�% " . 11 "'.1 I �� , , �11 %, � ,,,,,, -,,�,,,,,�,, I -'�,/� I " " 11 �,"%- � " -; Ill - \ " ,,,, - I ll -� I I ,11 \ -!, I" ',,�,,,- �-;*- I I � .1 I �� -� LOCATION (TYP.) �', - �- �,,, ,:�'.,,' I I I "v , 1,�, , '' ,, 'v i, � "-"i, - ", �"'-' ';� 11 I", �,�, , I , i - , . � ,,A - , , � I I .. I " �', ll� ,;, 11 �,'� Y"; 11 -- ,,,�,_j , - ,", 11 , I � 1- I I '1�11 ,�,, ,,S-,�, . .1,11 , 1l, " , I �- - t, � 11 V"'k ''I -� "'I, %,"�, UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. " - � I " - 11, ,�,,, ,,,,z,�, I ��V- ,, ; 1, " I , � -- -, , , I -, ,I �,-' ',"� , , 11 I l ,",� � � ,� 11 , " - -, , l ,,, % , "I'll ,,, "I , " I � 7 ,,�A'V, 1. -(;%i, �""i,, \ I, 'i , I - - I'll., I � / , 11 I" - "', �' -; " I � , 11 I ,;�, -� "i" ,z,,,v,- ��'-"� 1�� ", " "I I ; - --- -1 �`,� ""'ik I 11 " 1� ", , ,- , - -A- - , � - I " "" � -� .11 - "Ill, '�,/, . .... - ... :,� I ..... � . --, f-� III ,, , . , , ,"", 4. INSTALL SILT FENCE PER MANUFACTURE'S SPECIFICATIONS. ." - - ;� � �,, � " , I ,,�- - i, � I 1,l� " � . V 1/1 , I 1`1% . '" , " , � l , I ;, � - , � �, � -, I, "", �,.',,,. I , � , I , , -1` 41 - � -,'�,' l" I - 1, ,�/,,, � , � " 11 i, - p _ , 1, , AND SHALL HAVE A BACKFILLED TRENCHED. " " " -, -�, . - I I " ,-, "", ".- 1. :, - , ,, , I" 1. ,,,� ,�,i, I 1-111"', : I -") I , , "" ,�,� ,'' I I " , , - , ""', , ,!,A I , , " ", I - ,� 11 , , ,--,' - ,%, ,-�� " l. �, V"\ � I I -,�, � , �zl . 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IR " I 11 12" 3 36 �,.,; 11 4 � , I �`-11 , 'y� , - ,��', :11 � ,"", ,� 11 12 (" , � , � %� , 11 r�,\ -1 % I , I � , " �, , - l, IN". - l.- s -1 ,�,� r- ,Z� 1, l- , I , , ,� ,�,-, "O , I , � , ei-i � il,,�- �) ,� I 1� 1 11, 1i I I , " -�; . , . , , \11 ,, b 1.11 \'-" � 0 - -,�- ,z <,� � ? ll , — 1z - c- �'N' �l � -,- - , � �� , 13" 3 39 , � � I ,,,- I � , 0 man I I I � -1 I I , "I - I I cr� I -1 , I , , , �, N Mm-11-0� -(�l I 01 I,x, N "I', C , � 1'1�lsk � , ,�� , , 11 14" 2 28 't� -� l / I , - , "'. 1, ,�/-,, -% S,l ,,,,�-, �--, � �, \ �-,; - ;�� .... -..----------------- , 1. I �y I 1 1� I - 'd ,",� " ,,,, I - ,- -1-�----'- I i -,'-�"` � �, " I, N - .\ 11 rll�,, ` \, ", I ( 4%4 1� , , " I-) ,�- ,� t " ,�,, �\ , I "I, r)\J 15" 3 45 "'l � '! I', - . I � I '! \", - 1�', , , ., I i -11 � ."�\ -- I ; I , �-,��17;�, 'I, ;11 l-, , � � I. I 11 1 23" 1 23 ',�-kl* IQ ��--' � �, - i,�, , r-,' �� - 1, � -: , - � � ,,,�; -,11-1 ,\- ,�,:"; . I "�\ " � � -1� I ." -1 ", ; , I . � : � - l , � - �% � --' i ( I, "i � ,I -, , 11 , ".1", - , ,,, - � �, , � , -1 k , "I ; 1- 1%. � , . , � I T TAI 32TREES 306 INCHES 4VI'l i", I ; ), " � -, N , , 1, , 1-1 I-' 1%, t - I "' i �, I 01 - � ,\ -.,-� , , - � , i � ") ,,, " "-�, � � , " . ) "I ", '�,, � I . I � , 11 t, 11 I " 1�--,, - " - ---;, , ,>" "1% 4 'N'11�-' -I- �: . � , I , 11-11� 11 \ , r - , I"', 1, ',\ " --- - -- ---- -- -- - - , .,,� 'I 1 4,4, 1 ; \ ) , ; I - X, \', " \ i � � "x -/ '\w " < " . � � z , \ - ,,f� 1%% ��' � : �� _\, ,<, \,/ l "" I �, : zl� I � � � ; -) I \ � I �") '114., i � '040" ; , 1� J I 1--: z � < � %%, � -,;:w � I ." .", I , � . " - N", � -.00, " C�� ; 11; , '�11 i 1111i �4- ftftm - � FOR ADDITIONAL STREN " FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH 'MAX) MESH \VIRE SCREEN WHICH HAS BACKRILLED TRENCH POSTS m�� * . 901�11�1�11�kiiii� - ��m I � �..� -� : - � 2��l bl: 3.Abelff!V"-wil. LIts", 11:101m :d3.1-0.1-22.;ZvR1.:?1:rE R.0 . #mt" -1111141ax"'V7 i4; 4 . 1� .". . rgppA.q.,w,g,�, . . ..'am 612 - - � ;-%94� 4ox4w v mmo - .N I - - ;lGaMIZING a-Z41311 M&ARING Zo.."t.11�,4�"]L-.,ROMI.i.gi"..-i"� m ��6$1.ivl=u,1611101&"F��l . ;I m 0 ,__ PER CITY OF CLEARWATER _ _ _j I .-I:iTA6-i:i'tv-2:gmo).T4wo 1111011 --9 11SHEET TITLE: 11 - ..11 1 ..11 � I c) ID j !Ilk 11 � 1%4 ''I'll 111111,��Iiijjq 1111 111111 I I I 11 ... iii� I I m!] I 091 :4 mv I �� i�11111111` I I ATTACHING TWO SILT FENCES APPROXIMATELY 8 13 El I - FI PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO SECOND FENCE A TRENCH AND BE ------- INSIDE THE END ANCHORED IMTH �� POST OF THE COMPACTED MRST FENCE BACKFILL MATERIAL / ROTATE BOTH POSTS AT LEAST 180 DEGREES IN RUNOFF —4*---- LOCKWISE DIRECTION TO CREATE A TIGHT — SEAL WITH THE ,-,�_\777 " " ;, 1-f FABRIC MATERIAL .� � , I � DIRECTION OF RUNOFF WATERS 11 APPROXIMATE II i i DRIVE BOTH " ,, 4-INCH BY POSTS ABOUT 10 I 4-INCH TRENCH EjD____,,- - INCHES INTO THE � GROUND AND BURY FLAP m�� * . 901�11�1�11�kiiii� - ��m I � �..� -� : - � 2��l bl: 3.Abelff!V"-wil. LIts", 11:101m :d3.1-0.1-22.;ZvR1.:?1:rE R.0 . #mt" -1111141ax"'V7 i4; 4 . 1� .". . rgppA.q.,w,g,�, . . ..'am 612 - - � ;-%94� 4ox4w v mmo - .N I - - ;lGaMIZING a-Z41311 M&ARING Zo.."t.11�,4�"]L-.,ROMI.i.gi"..-i"� m ��6$1.ivl=u,1611101&"F��l . ;I m 0 ,__ PER CITY OF CLEARWATER _ _ _j I .-I:iTA6-i:i'tv-2:gmo).T4wo 1111011 --9 11SHEET TITLE: 11 - ..11 1 ..11 � I c) ID j !Ilk 11 � 1%4 ''I'll 111111,��Iiijjq 1111 111111 I I I 11 ... iii� I I m!] I 091 :4 mv I �� i�11111111` I I LAND USE DATA 9 (:94) RESORT 1 / UNIT RESTAURANT 9 10/1000 S.F. requred CLUB 9 10/1000 S.F. = EXISTING PROPOSED MIN. or MAX. UL-- RESORT I RESTAURANT SAME ALLOWED Lot area (s f. and acres) GEM$ area futhim rrmertu Ines)• 103,061 SQYT. (2.31 ac) SAME NONE Net area (gross mus 8% may. for ,96rillAr ArrPRAMA15- 243, 150, (MIN) Ld-dplk- 218, 2481 100, (MIN) 58 wl \ 94 94 MAX (40/A?.) (SEE BELOW) (0.14) 94.243 S.F. (0.91) Setbacks (also include dimensions on site plan dramng) E=L-- 15, 15, MIN. 15' 9 ADDITION 23' MIN. N/A N/A 20, Waterfront: 20, 20.41, is, 15, 80' (MAX) 31,189 S.F. N/A Open Wce 22,021 S.F. (21%) 29,654 S.F. (28.60 25,934 S.F. (25 %) For the front Bard (Lt. and % or 981 S.F. (11%) 3,010 S.F. (52%) 2,918 S.F. (50%) 18, (MIN) 31 5, to 8, 3' to 5' (MIN) Parking lot interior landscapeng (0. and % of paved vehicular areas; also, depict on site plan 330 S.F. 11.8%1 2,501 SF. (BAND 00 5.F. nrF,nnn (mvp m?"rdirlwa rreftW- 115 213 209 (SEE BELOW) DENSITY/UNITS: EXISTING UNITS TO BE COMBINED INTO ONE SUITE: 11255 1 2256; 9243 1 :244. EXISTING UNITS TO CONVERTED TO NON GUEST AREAS: 9259 1 4240. NET REDUCTION OF EXISTING UNITS: I NUMBER OF NEW UNITS: 40 TOTAL NUMBER OF GUEST ROOMS AND SUITES: 94 t PARKING TABULATION: 9 (:94) RESORT 1 / UNIT RESTAURANT 9 10/1000 S.F. 10 CLUB 9 10/1000 S.F. = 15 nfNa EIh VARIANCE GRANTED : 8 JANUARY 19' VARIANCE EXTEND I ED: 11 JANUARY 191. LOCATIUIN I '- I tunj NO SCALE V-/—ZONE VE (ELEV:13) 12' CP INVR 3.13' ANDStAPED PEDESTRIAN AREA SEE LANDSCAPING PLAN SHEET SD-2 7'0 EXISTING WATER METER and FIRE HYDRANT EXISTING F.P.C. TRANSFORMER ell r FMW� 0 In, LE-11 uu Him ■DD❑■ F.- uj 00 1 CONCRETE BLOCK STRUCTURE wl CEMENT PLASTER FINISH and COLOR TO MATCH NEW BUILDING , CO "` I Y TO READ: IGN L-11TTE IM I=. I e% r r *06; IMES HaRnmaw 4 UA1_ r1,fK11A I*Aftt�[ "///Z/ I 5 . ST. AUGUSTINE 'FLOMAW LANDSCAPE and IRRIGATION NOTES: ■ 1RUGATLON-SYSTEMS General, General Conditions: 11rovisions of -Genetat - 'onditions/Nows" apply, All II)MCIIIIIS Mid workmanship shall conform to the Standards and Specifications prescribed under the Florida Irrigation Society's current manual. Permits and Fees: Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Inspections required by local ordinances during the course of 10 - 19 rpm Class 160 PVC 1 -114" 19 - 28 rpm Class 160 PVC construction shall he arranged as required. 28 - 35 rpm Class 160 PVC 2" 15 • 55 rpm Class 160 PVC Plans: As given or as "shop drawing" prepared by the contractor. 100% overlap coverage 55 - 95 rpm ClasslW PVC 3" 85 - 120 rpm Class 160 PVC tv-split-pti c:Owtivifir 41 111tim- "fl+,rt if, ht-lfl, pip,, Itiff vilvI. I"CrIfit'" 9difIomplif k,t M1 I dkA, it LA 411� Weill " lift C A W It ie iiihi pi 4 4141 Ascil mic ,& it "I it Ik +ki6 t i Id tit—, I it it ..t r � L; i,y "As-Built" Drawing: Prepare an "as-built" drawing on reproducible paper. Quality, All materials throughout the system new and in perfect condition. Plastic Pipe: All sleeves Schedule 40, Type 1120-1220 chloride, UJ underpavement polyvinyl > 0 (PVC) pipe and conform to CS-256-63. Main and lateral line pipe Class 315 for 1/2", Class,2,QO for 3/4" and Class 160 PVC for I" and above. MIN UJI -w_ Plastic'Fittings: Schedule 80, polyvinyl chloride (PVC) standard weight. • > ■ 1RUGATLON-SYSTEMS General, General Conditions: 11rovisions of -Genetat - 'onditions/Nows" apply, All II)MCIIIIIS Mid workmanship shall conform to the Standards and Specifications prescribed under the Florida Irrigation Society's current manual. Permits and Fees: Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Inspections required by local ordinances during the course of 10 - 19 rpm Class 160 PVC 1 -114" 19 - 28 rpm Class 160 PVC construction shall he arranged as required. 28 - 35 rpm Class 160 PVC 2" 15 • 55 rpm Class 160 PVC Plans: As given or as "shop drawing" prepared by the contractor. 100% overlap coverage 55 - 95 rpm ClasslW PVC 3" 85 - 120 rpm Class 160 PVC tv-split-pti c:Owtivifir 41 111tim- "fl+,rt if, ht-lfl, pip,, Itiff vilvI. I"CrIfit'" 9difIomplif k,t M1 I dkA, it LA 411� Weill " lift C A W It ie iiihi pi 4 4141 Ascil mic ,& it "I it Ik +ki6 t i Id tit—, I it it ..t r � L; i,y "As-Built" Drawing: Prepare an "as-built" drawing on reproducible paper. Quality, All materials throughout the system new and in perfect condition. Plastic Pipe: All sleeves Schedule 40, Type 1120-1220 chloride, UJ underpavement polyvinyl > 0 (PVC) pipe and conform to CS-256-63. Main and lateral line pipe Class 315 for 1/2", Class,2,QO for 3/4" and Class 160 PVC for I" and above. UJI Plastic'Fittings: Schedule 80, polyvinyl chloride (PVC) standard weight. > Risers: Schedule 80 PVC. Above grade risers painted flat black. U_ " LU Main Line Shut-off Valves: Brass, threaded each side, non-rising stem gate valves. Preventer: As by LLJ cul Back[low required code. CL Control Valves: Rainbird E Series or equivalent. =3 Rotary ' Sprinkler Heads: Rainbird. Spray Sprinkler Heads: Rainbird. U UJ ZZ < UJI Controller: Rainbird RC Series or equivalent. __J Wmkmanship; Layout: Layout work as accurately as possible to the plan & details. Adjustments: Make necessary minor adjustments at no additional cost to maximize coverage and minimize waste. Maintain 100% overlap coverage. Changes: Any major revisions to the irrigation system must he submitted for approval by the Architect. )yatff�Sour= Metered water tap. 14, i7 - Schedule: Apply the following pipe sizes for volume and class pipC v _Wg �r- 1/2" 0-5 rpm Class 315 PVC 3/4- 5 - 10 9PM Class 200 PVC 1" 10 - 19 rpm Class 160 PVC 1 -114" 19 - 28 rpm Class 160 PVC 1 -112" 28 - 35 rpm Class 160 PVC 2" 15 • 55 rpm Class 160 PVC 2-1/2" 55 - 95 rpm ClasslW PVC 3" 85 - 120 rpm Class 160 PVC vT TOM Set Nail &Tin Elevation = 6/2 � INVISH INV. �14r Ini STORM INLET ADMENT TWO STORY MASONRY BUILDING Pot with ElscO 5. �7 Cow 0 :z frame 14' Cover romex er Cabona Found 'X n Concrete x WOOD STAIRS CURVE TABLE BEARING DISTANCE N617 TO SCALE CHORD BEARING:1 mi 40.42' MIMM N8652'31"W 30.69' FIR FOUND RON ROD NOTED) 01 L5 S6747'27"W 20.14' L6 N7738'51'W 61.63' L7 ^`^, i k�EAN H\(� U�c" �/��^ . `'' � —�.�--`^ _ ' LINE BEARING DISTANCE N617 TO SCALE L2 N24!03'20'W 40.42' L3 N8652'31"W 30.69' FIR FOUND RON ROD NOTED) 01 L5 S6747'27"W 20.14' L6 N7738'51'W 61.63' L7 N34'51'07'W 30.72' L8 N43*29'55W 67.08' FCM FOUND CONCRETE MONUMENT SIZE NOTED) L10 N51*17'04"W 33.16' 1 L12 N4T37'23"W 21.46'j L13 S1 745'06'W 12L81J �. -' ' - LEGEND N617 TO SCALE FND SCIR FOUND SET 1/2* CAPPED IRON ROD 18 4513" [a TRAFFIC SIGNAL ACCESS BOX FIR FOUND RON ROD NOTED) 01 cLEANOUT FCIR �SIZE FOUND CAPPED IR ROD (SIZE NOTED) 10 GAS METER FRR FOUND RAILROAD SPIXIE 9 GAS VALVE PK PARKER KAYLON NAIL FCM FOUND CONCRETE MONUMENT SIZE NOTED) SANITARY MANHOLE FCIP FOUND CAPPED RON PIPE (SIZE NOTED) FN&D FOUND NAIL & BRASS DISK ELECTRIC MANHOLE SN&D SET NAIL IN WASS DISC `LB 4513' STORM MANHOLE PLS PROFESSIONAL LAND SURVEYOR LB LICENSED BUSINESS WATER VALVE 0 NP PLAT DESCRIPTION RECLAIMED WATER VALVE FIELD MEASURED WATER METER BOX O.R. OFFICIAL RECORDS (BOOK) RECLAIMED WATER METER BOX PG P8 PAGE PLAT BOOK ICV M IRRIGATION CONTROL VALVE POB POINT OF BEGINNING or e FIRE HYDRANT Poe POINT OF COMMENCEMENT LIGHT POLE SCIR 11r UB.4513 P.U. � �� '""""°='"^"==E°' DRAINAGE EASEMENT 0 8O0V�JnPV� | r�=�e� � and thence easterl INWASwi -iat 500K )6, Pages 56 and 39, Public Records of Pinellas County, Florida, and begin at the — ft LOT 111 . . northwesterly corner of Lot 1, Block "C", Bayside Subdivision #5, as recorded in Plot Book 38, P: Pages 38 and 39, of the Public Records of Pinellas County, Florida; thence N54,25'30" W., 65.14 feet along the southerly line of Gulf Boulevard; thence S12'40'00" W., and parallel to the westerly boundary of the said Lot 1, Block "C", Boyside Subdivision #5, a distance boundary of 286 feet to 1041 the waters of Clearwater - ' along 4A, Pavers A=60�91' Brick Points along tM 'ME41 HIGHWATER LINr 00%6 hft� *11� Pavers I Wood Cobanio I+ Ham not betri set (Urproetkai to set) 7' MT CV Wood WOOD DECK TREkC Coracte Building Wow STARS It 61 P und ail In rete N% Witness er MEAN HIGH WATER LINE PER SURVEY BY GREGORY D. WHITE, DATED MARCH 30 2004 (TIDAL WATERS) x `= __ __- -_ _ more or |eou to the intersection of the shore Una of Clearwater Bo ' and the westerly boundary line [] of said Lot 1° Block "C° a � |�� Subdivision io #5 thence N12*40'00"E., along the westerly boundary of the said Lot 1, Block °C", Bayside Subdivision '` 295 feet more or |eoo to the Point of Beginning, Section 17° Township 29 South, Range 15 East, Pinellas County, Florida. SUBJECT PROPERTY CONTAINS: 2.889 ACRES OVERALL 2'37 ACRES UPLAND OF THE FACE OF THE SEAWALL 0.319 ACRES FROM THE FACE OF THE SEAWALL TO THE MEAN HIGH WATER LINE NOTES: 1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY 2. DATE OF SURVEY. SEPTEMBER U, 2005. 3, SURVEY CREW. SCOTT WILLIAMS, FRANCISCO G4RC(A, TOM 8YAV, MIKE GROSS., DAN Mc|NTURRF. 4- ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TOTHE NORTH AMERICAN VERTICAL DATUM OF 1888. `--~/5 REFERENCE BENCHMARK IS COY OFCLEA�AJER BENCHMARK, STAMPED: F-03, CITY OFCLEkRV�ER DISK, ---'-DATTHE INTERSECTION OF PARKWAY DRIVE AND �� BOULEVARD. LOCATED IN THE CENTER MEDIAN OF PARKWAY DRIVE, 4.3 FEET SOU TH OF THE SOUTHEAST CORNER OF CURB INLET. 28.8 FEET SOUTHWEST OF A MANHOLE, 29.6 FEET EAST OF THE SOUTH CORNER OF SIDEWALK. ELEVATION = 5,182` NG/D 1 (PUBLISHED). 4.312 NAyD 1988 NOTE. CRY OF CLB�Y0gER DOES NOT HAVE CRY BENCHMARKS PUBUSHB0 |~ NAV[-|--^ VALUES. SLS USED THE NEARBY NCS BENCHMARK 6724Ar1878 WITH A PUBLISHED ELEVATION OF 4.82 N[VD 1929 AND 3.853" �NAN} 1S88\ TO DETERMINE RELATIVE DIFFERENCE OF /-0L87`\ TO BE USED TO CALCULATE THE CRYOFCL[ARYNgI]R BENCHMARK ' TO NAYD'1S88. THIS WAS DONE BECAUSE THE SURVEY WAS ORIGINALLY PREPARED USING THE CRY OF CLEARV0ATER,S BENCHMARK AND CHANGED TO THE NAVD 1988 DATUM AT THE CLIENTS REQUEST. fL NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 7' NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT UF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. ' 8' THIS SURVEY DOES NOT REFLECT NOR DETERMINE DYNVERSH|F\ 9. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE-USERS SOLE RISK WITHOUT LIABILITY T0 THE SURVEYOR. 10. THERE MAY BE ITEMS DRAWN OUT OF SCALE T0 GRAPHICALLY SHOW THEIR LOCATION. 11. ONLY TREES FOUR E3 AND LARGER DIAMETER ATBREAST HEIGHT - E LOCATED AND SHOWN ON MAP OF SURVEY. THE SURVEY WAS PREPARED WITHOUT THE BENEFBENEFIT OFA CURRENT TITLE COMMITMENT 'AND IS SUBJECT TO EASEMENTS, RIGHTS-OF-WAY AND 3|M|UKR MATTERS OFTnE 13. BEARINGS WED ON THE WESTERLY BOUNDARY OF THE SUBJECT PROPERTY AS BEARING S12~40'31"W (ASSUMED). By graphic plotting only, this property is in the following Flood Zones: RAE', having u Base Flood Elevation of 12'0 feet above Mean Sea Level; also ^VE~, having a Base Flood Elevation of 13.0, 14-0 and 16.0 feet above Neoo Sea Level, of the Flood Insurance Rate Map, Community Panel No. 1250960104G, Mich bears an effective date of September O, 2003. CO Wo IMILL LIL won al 100, rz I I ill Lj C-0 cr- CL `= __ __- -_ _ more or |eou to the intersection of the shore Una of Clearwater Bo ' and the westerly boundary line [] of said Lot 1° Block "C° a � |�� Subdivision io #5 thence N12*40'00"E., along the westerly boundary of the said Lot 1, Block °C", Bayside Subdivision '` 295 feet more or |eoo to the Point of Beginning, Section 17° Township 29 South, Range 15 East, Pinellas County, Florida. SUBJECT PROPERTY CONTAINS: 2.889 ACRES OVERALL 2'37 ACRES UPLAND OF THE FACE OF THE SEAWALL 0.319 ACRES FROM THE FACE OF THE SEAWALL TO THE MEAN HIGH WATER LINE NOTES: 1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY 2. DATE OF SURVEY. SEPTEMBER U, 2005. 3, SURVEY CREW. SCOTT WILLIAMS, FRANCISCO G4RC(A, TOM 8YAV, MIKE GROSS., DAN Mc|NTURRF. 4- ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TOTHE NORTH AMERICAN VERTICAL DATUM OF 1888. `--~/5 REFERENCE BENCHMARK IS COY OFCLEA�AJER BENCHMARK, STAMPED: F-03, CITY OFCLEkRV�ER DISK, ---'-DATTHE INTERSECTION OF PARKWAY DRIVE AND �� BOULEVARD. LOCATED IN THE CENTER MEDIAN OF PARKWAY DRIVE, 4.3 FEET SOU TH OF THE SOUTHEAST CORNER OF CURB INLET. 28.8 FEET SOUTHWEST OF A MANHOLE, 29.6 FEET EAST OF THE SOUTH CORNER OF SIDEWALK. ELEVATION = 5,182` NG/D 1 (PUBLISHED). 4.312 NAyD 1988 NOTE. CRY OF CLB�Y0gER DOES NOT HAVE CRY BENCHMARKS PUBUSHB0 |~ NAV[-|--^ VALUES. SLS USED THE NEARBY NCS BENCHMARK 6724Ar1878 WITH A PUBLISHED ELEVATION OF 4.82 N[VD 1929 AND 3.853" �NAN} 1S88\ TO DETERMINE RELATIVE DIFFERENCE OF /-0L87`\ TO BE USED TO CALCULATE THE CRYOFCL[ARYNgI]R BENCHMARK ' TO NAYD'1S88. THIS WAS DONE BECAUSE THE SURVEY WAS ORIGINALLY PREPARED USING THE CRY OF CLEARV0ATER,S BENCHMARK AND CHANGED TO THE NAVD 1988 DATUM AT THE CLIENTS REQUEST. fL NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 7' NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT UF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. ' 8' THIS SURVEY DOES NOT REFLECT NOR DETERMINE DYNVERSH|F\ 9. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE-USERS SOLE RISK WITHOUT LIABILITY T0 THE SURVEYOR. 10. THERE MAY BE ITEMS DRAWN OUT OF SCALE T0 GRAPHICALLY SHOW THEIR LOCATION. 11. ONLY TREES FOUR E3 AND LARGER DIAMETER ATBREAST HEIGHT - E LOCATED AND SHOWN ON MAP OF SURVEY. THE SURVEY WAS PREPARED WITHOUT THE BENEFBENEFIT OFA CURRENT TITLE COMMITMENT 'AND IS SUBJECT TO EASEMENTS, RIGHTS-OF-WAY AND 3|M|UKR MATTERS OFTnE 13. BEARINGS WED ON THE WESTERLY BOUNDARY OF THE SUBJECT PROPERTY AS BEARING S12~40'31"W (ASSUMED). By graphic plotting only, this property is in the following Flood Zones: RAE', having u Base Flood Elevation of 12'0 feet above Mean Sea Level; also ^VE~, having a Base Flood Elevation of 13.0, 14-0 and 16.0 feet above Neoo Sea Level, of the Flood Insurance Rate Map, Community Panel No. 1250960104G, Mich bears an effective date of September O, 2003. CO Wo IMILL LIL won al 100, rz I I ill Lj C-0 cr- CL Lj C-0 cr- CL a z Z�l N ;;'A < Nj 0 10 F-P� FA P 15mp 0 o WV 7- PZ7 A N � —7A � m 3L,MtLJLJLL-'3 �VtUIV tuts I IUW) 4� cwt"` LEGAL DESCRIPTION 4;' 17-0-3. tcnch li.%rk 1 (1973) rlov. 7.29 N.C;.V.D. 0 �j 0' "1- 0 91 AREAS:(SQ.FT./% OF SITE): TOTAL BUILDING AREA 47;TtT, SQ. FT. Q PROPOSED ADDITION 57,400/61% 53,500/58% j RESTAURANT /LOUNGE. OPEN SPACE: M 0 PARKING TOTAL FOR THE LOT 1 EXISTING 130 SPACES W (SO.FT./XOF SITE): FOR THE FRONT YARD 12.1001/13% 15,200t/16% 25% REQUIREO PARKING I- (SQ.FT./%OF FR.YD) CLEAR SPACE 3.6001/ 3.600±/ 50% 0 (WATER- FRONT PROPERTY): EXTERIOR PERIMETER 1-01 1-of 78% 0 BUFFERS: PARKING O� O° 5'/3® RESTAURANT/LOUNGE BANQUET (5%) LOT INTERIOR LANDSCAPING (SQ.FT./ % OF PAVED VEHICULAR TOTAL REQUIRED 19 (150 SEATS) 4 X 50% T9 SPACES AREAS: 5% 5% 101. 01p, -1 ca LAND USE CLASSIFICATION - COM4MERCIAL/TOURIST -7 CURRENT USE MOTEL 66 UNITS --AREA 41,5001 SQ. FT, GIFT SHOPS 2 AREA 860 SQ. FT. RESTAURANT/LOUNGE AREA 3 400 SQ.FT, BANQUET ROOM AREA 2,200 SQ. FT. on �J TOTAL BUILDING AREA 47;TtT, SQ. FT. PROPOSED ADDITION j RESTAURANT /LOUNGE. 1,640 SQ. FT, M 0 PARKING 1 EXISTING 130 SPACES x REQUIREO PARKING I- 0 MOTEL GIFT 66 SPACES 0 SHOPS (5%) 3 (6/1000 X .50%) RESTAURANT/LOUNGE BANQUET (5%) 28 (220 SEATS) 4 X 50% (BEACH PROPERTY) TOTAL REQUIRED 19 (150 SEATS) 4 X 50% T9 SPACES 0 I LAGOON MOTET sj DENSITY DATA CHECK GROSS AREA OF SITE 93.EC0 SQ. FT. ACCESS AREA @ 8% 7,4110 J U W A L I � &E- fq A S3 AMMECTS DATE 6117/3,3 DRAWING NO. OF Z t S ' "044-Al ZA rZ_ T F-W-5771AJe� 7 x PLAN-nNG -SOIL tv PALM PLANTING DETAIL SHRUB PLANTING DETAIL ALL landscaping must be properlY installed per approved plan prior to C 0 Inspection. Reinspection fees M Mudatory- WIFIE S PER TR LANT HOLE W/ P-Kr 51 DES IL kAty-r"R MATERIAL SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE/REMARKS JB JUNIPERUS/SPP BLUE RUG 1 GAL. 10 -1 "" GROUND COVER SR STRELITZIA REGINAE BIRD-OF PARADISE 5 GAL 30X30" SR-B STRELITZIA REGINAE GIANT BIRD OF 10 GAL 61-81 O.A.H. NICOLAI PARADISE PC PHOENIk CARNARIENSIS CANARY ISLAND DATE 6-8' C.T. PALM LM LIRIOPE MUSCARI LIRIOPE 10"OAH:4"SP: 1 GAL. AZB RHODODENDROM INDICUM INDIAN AZALEA 5 GAL, 24-36" O.A.H. ROSY- 'JUDGE SOLOMON' PINK HS HEMEROCALLIS FULVA DAYLILLY 1 GAL, 18-24" PURPLE W1 YELLOW THROAT CR LAGERSTROEMIA INDICA CRAPE MYRTLE 8-10' O.A.H. 4'SP, 30 GAL. "TUSCARORA" (DARK CORAL PINK) NO NERIUM OLEANDER OLEANDER 'MIA" U11' E,NATTI?0XT1TVNTT4j mm "I . , 11TANAGEMENT RENDERS PLAIN APPROVAL VOi[D. PLANT @ 2'-6" O.C. @ PERIMETER "PETITE SALMON" (DWARF SALMON PINK) ------------- --------- I I aroe,� o, OF LEGEND - PLANT MATERIAL MARK COMMON NAME MARK COMMON NAME i auuuu W 91 I I Ell [a [E]l [a aE < 08//j4/01 I to RR R OEBLENI RECUATA 113131300 CPB CAINE PHOENIX BECLINATA S SPECIMEN 0 CR PROTON GROUPS cw CALOFORNIA WASHENTONIA SG SEA GRAPE DR DRACEAMA (RED) C,'-) SOH SNOW OVEEN HIBICUS FP FOXTAIL PALM 0, sp SABAL PALM HA HAWTHORN OR URIOPE 0 -JE, -MF im JASMINE 1,flN!MA vi VARQTED LIGUSTRUM coo -j LL- uj (9 Ju JUNIPER va V8TE BIRD [--Lj Z5 Li- u :E LE LERIOPE WH VvEEPING HIBISCUS LA 4[ G A L- M AN 0 u LIGUSTRUIIA V,? WASHENLOI!JAN PALIA APPROVED AS NOTED < :D Date 10'ZV-cq 3� LG LIRIOPE GIANT GREEN v"S WASHED SEHELL By C:f 0 l< LL LILLY xp XANADUE PHILODENROM _ p. Li Qouj -i 0 0 LO LIVE OAK , 11, CO-T 2 4 2001 v ) PLAriNJ r OEM - V03 < 1 (3 0 LE 11 Ll:jl I to STORM INLET i V.(S) 3. ' i V.( .71'( VC) 1 W STORM ! T . �g . T .9 i . ( ' i INV.( •' a x �e "" RM INLET 5.89' CV CV IV. 7' cv METAL FREEZER qq C �pva . 'xl.3' COLUMNS ( .) CONC WALL "$ •i= x .. .; A CONC COLUMN PO.3C :,, L R WOOD FENCE fir' 1' . y h •f a x R qo WOOD FENCE $R Cc, V- 0 Ali k , PAD SPOT +►:: a, U` x E pt}i I f i r In CLEARWATER, FLORIDA fi 1 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 ■ TMr .aR •i= •f. R f•a � -R�IR -f • •....1 fir' 1' . y h •f k , PAD SPOT +►:: a, U` x E pt}i I f i r In CLEARWATER, FLORIDA fi 1 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 ■