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FLD2006-06035Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 04/28/2006) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Regency Oaks, LLC MAILING ADDRESS: 2701 N. Rocky Point Drive, Suite 1160, Tampa, FL 33607 PHONE NUMBER: 813- 261 -1546 CELL NUMBER: PROPERTY OWNER(S): Regency Oaks, LLC & Sylvan Health Properties List ALL owners on the deed AGENT NAME: Northside Engineering Services, Inc. MAILING ADDRESS: P Q; BOX49 S, cLCAKWAi -ek . TL 3335 9 — 41 if 9 PHONE NUMBER: 727- 443 -2869 FAX NUMBER: 727- 446 -8036 CELL NUMBER: 727- 235 -8474 E -MAIL ADDRESS: DOreenganorthsldeengineering.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Sylvan Health Care PROJECT VALUATION: $ 28.5M STREET ADDRESS 2720 & 2770 Regency Oaks Blvd., Clearwater, FL PARCEL NUMBER(S): 05- 29 -16- 00000 - 210 -0000 & 0030 PARCEL SIZE (acres): 39.61 PARCEL SIZE (square feet): 1,727,411 LEGAL DESCRIPTION: See attached survey PROPOSED USE(S): See attached t ' DESCRIPTION OF REQUEST: See attached "J V Specifically identify the request) �- (include number of units or square - -- footage of non - residential use and all � mwro requested code deviations; e.g. of reduction in required number of parking spaces, specific use, etc.) Y:\2006 AutoCAD Projects \0632 - (Regency Oaks) \Letters Reports and Corresp \Comp Infill application.doc Page 1 of 8 ooEa THIS APPLICATION INVOLVE THE TnAwSpsn OF DEVELOPMENT RIGHTS (ToF). A PREVIOUSLY APPROVED pLxwNso UNIT DEVELOPMENT, ORA PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES_ NO—X— (if yes, attach a copy of the applicable documents) :c ROOF OF OWNERSHIP: (Code Section 4-202.A.5) /SuBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR S I IGN AFFIDAVIT ATTESTING OWN . ERSHIP (see page 7) D WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ZProvide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: I The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See attached Exhibit A 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See attached Exhibit A 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. See attached Exhibit A � ' 4. The proposed development is designed iu minimize traffic congestion. See attached Exhibit x i. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached Exhibit A The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See attached Exhibit A | ~m& | Z:\Clw App|icaUons\2006 prehensive Infill Project (FILD)2006.o1.doc Page znfV WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) /Provide complete responses to the eight (8) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA - Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in thi zoning district. ._ .............. _......___._.._ ... _ ....... _ ..... _ ......... ------- -- ---- _-- .- ... _ .......... _ ....... ..... ---.--.._.....-_---....____...... _ .......... _._._......... _ .......... - See attached Exhibit A 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the genera purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district See attached Exhibit A 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. See attached Exhibit A— _ 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. ., ___.__._._ ... - ..... _ ............ .... .__._._._.---.----- ._...__.________,._..__...__ ..__ ._._.._-- ____....._._._._.___._ See attached Exhibit A i. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. See attached Exhibit A -- _ �- Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awns, etc.; ❑ Variety in materials, colors and textures; • Distinctive fenestration patterns; �1, • Building stepbacks; and • Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distance s am bui e �4 See attached Exhibit A Z: \CIw Applications\2006 Applications \Comprehensive Infill Project (FLD) 2006.01.doc Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) / p' A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; • Existing topography extending 50 feet beyond all property lines; • Proposed grading including finished floor elevations of all structures; • All adjacent streets and municipal storm systems; ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narr ative describing the proposed stormwater control l plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SVVFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): _ Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ IREE INVENTORY; prepared by a "certified arborist ", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of ch trees; ❑ /LOCATION MAP OF THE PROPERTY; 0/ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; A— PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); COPY OF RECORDED PLAT, as applicable; rry o �I e g. Z: \Clw Applications \2006 Applications \Comprehensive Infill Project (FLD) 2006.01.doc . Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; II dimensions; ootprint and size of all EXISTING buildings and structures; F otprint and size of all PROPOSED buildings and structures; All required setbacks; All xisting and proposed points of access; _ All equired sight triangles; Id ntification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including de cription and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; L cation of all street rights -of -way within and adjacent to the site; cation of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas nd water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; )FI)oor umber of EXISTING dwelling units; umber of PROPOSED dwelling units; ross floor area devoted to each use; arking spaces: total number, presented in tabular form with the umber of required spaces; otal paved area, including all paved parking spaces & driveways, pressed in square feet & percentage of the paved vehicular area; fficial records book and page numbers of all existing utility sement; uilding and structure heights; permeable surface ratio (I.S.R.); and area ratio (F.A.R.) for all nonresidential uses. © REDUCED COLOR SITE PLAN to scale (8%X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; ocation of all earth or water retaining walls and earth berms; of lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Z: \Clw Applications \2006 Applications \Comprehensive Infill Project (FLD) 2006.01.doc Page 5 of 8 a 0"\ �® e H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) 2r/ LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Qelineation and dimensions of all required perimeter landscape buffers; ght visibility triangles; D lineation and dimensions of all parking areas including landscaping islands and curbing; E fisting trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tr e survey); L cation, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant /Interior hedule; ant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all isting and proposed landscape materials, including botanical and common names; pical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and otective measures; landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and rcentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8'/ X 11); Q-' COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) e BUILDING ELEVATION DRAWINGS —with the following information; All sides of all buildings; olors (provide one full sized set of colored elevations); aterials; Sight visibility triangles; REDUCED BUILDING ELEVATIONS —same as above to scale on 8 % X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3- 1806)&,1Lct,&L 14,epQCa ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materi .. n� w freestanding signs shall include the street address (numerals)��,� ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). IV ❑ Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. Z: \Clw Applications \2006 Applications \Comprehensive Infill Project (FLD) 2006.01.doc Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) 0 Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan; Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN- SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in thipplication are true and accurate to the best of my know) ge and authorize City representatives to visit and phot apt the property described in this application. property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this 4 3 day of �qo C A.D. 20 to me and /or by who is personally known h&j- - produced as identification. Nbtary public, My commission expires: Z: \Clw Applications \2006 Applications \Comprehensive Infll Project Page 7 of 8 yp�,ayPt/°C� DOREEN A. WI LM0 MY COMMISSION # V ' 2 OF 22�f��lOc EXPIRES: October 14, 2606 6 1.BOo- 3-NOTARY FL Notary SOMOI & sending,, Inc. N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Regency Oaks, LLC Stephen C., Fraser, V.P. 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2720 & 2770 Regency Oaks Blvd., Clearwater, FL 3. That this property constitutes the property for which a request for a: (describe request) Addition to an Assisted Living Facility to include 11 Villas, 8 Carriage Houses, 23 bed ALF, maintenance building, accessory buildings and site improvements 4. That the undersigned (has /have) appointed and (does /do) appoint: Northside Engineering Services, . Inc., Housh Ghovaee, CEO as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I /we), the ndersigned authorit ereby certify that the foregoing is true and correct. -.._.__ ......... _._ P+epCrty Owner Property Owner Stephen C. Fraser, V.P., Regency Oaks, LLC. _.__....,._. ................._._....__.__...._.._....._........ ._-___ . ........ - .... . .... ................................. .. _.__.___.............._.... _.__ _.._.._.__.__ ....._ --------- ..__..._....__.. Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this 2 day of _i Personally appearedEt�� J& who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. :- )O7NOW08 LLIAMS CDD 155802 EX 14, 2006 .,Ay Bonding, i� " Notary Public Signature Notary Seal /Stamp My Commission Expires: __l C) � L� .�� , � std C �� v AgA4 C' Y: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Letters Reports and Corresp \Comp Infill application.doc Page 8 of 8 A. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: Sylvan Health Properties, LLC 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2770 Regency Oaks Blvd., Clearwater, FL 3. That this property constitutes the property for which a request for a: (describe request) Addition to an Assisted Living Facility. 4. That the undersigned (has /have) appointed and (does /do) appoint: Northside Engineering Services, Inc., Housh Ghovaee, CEO as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. oe That (I /we), the u rsigned a ty, hereby certify that the foregoing is true and correct. ope y Owner YProperty Owner Sylvan Health Properties, LLC. P pert Ow r 1 proge�rty Owner en�Or �tJlbi rnvo�fri►wvtT� �. LCD i'�'S /'l�N.aJ��/' TATE OF FLORIDA, Q� F PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State 0 on this 4 day _ of J*w Wk Personally Oraiq who having been first duly �., , COQ appeared "506 sworn �_.._. Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. ANTO MRTf At WTI NOTARY PUKIC. STATE OF NEW YORK D�jJ 10 No. OV ND12Y1a0 44za=,X, QUALIFIED IN QUEENS COUNTY Notary Public Signature MY COMMISSION EXPIRES 081Y0/ M Notary Seal /Stamp My Commission Expires:, a LE77ER O F AUTH O RIZATI O N This letter will serve as authorization for Housh Ghovaee (agent Name) with Horthside Engineering Services, Inc. to act as an agent for Regency Oaks, LLC. (Property Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction -on the property generally located at ' 2770 Regency Oaks Blvd. (Pro Location) PINELLAS County, State of FLORIDA. z Signature of Property Owner S-71t: Address of Property Owner PA"r CF.- City /State /Zip Code Print Name of Property Owner Title -� Telephone Number State —j ` The: regoing instrument was acknowledge before me this day County b of //� 20 rj,byt/� r , asr�� who is personally known to me or who has produced 1-4-- as identification and who did (did not) take an oath. / r `� (. �( �..L,�,� Notary Public " FNOTARY REEN A. WILLIAMS (Signature) MMISSION # DD 155802 OF 4 IRES: October 14, 2006 r t-8C4 LNOtaryService &8ond ing,lnc. - Commission (SEAL ABOVE) (Name of Notary Typed, Printed or s. z. G 2 PINELLAS County, State of FLORIDA. S' ature o Property Owner 2701 N. Rocky Point Drive Suite 1150 Address of Property Owner Tampa, FL 33607 City /State /Zip Code Sylvan Health Properties, LLC Print Name of Pro ertyOwner By'. C5A 5Sa ;.r *V-1; .:reV-1 f4w,�sj1.LC Ti V /3-�6 /-Is o Telephone Number State of ��4! The foregoing instrument was acknowledge before me this C ` day County of �v v of O, , 200, by Ci�t ` 17K ! as h Q y8r who is personally known to me or who has .produced ANTOINETTE K WILSON as identification and who did (did notfflj Rayn STATE OF NEW YORK t 01W 1129160 QUALIFIED IN QUEENS COUNTY MY COMMISSION EXMES WaVAM Ch/ Notary Public (S' nature) Commission # (SEAL ABOVE) (Name of Notary Typed,'Printed or Stampe eo ca cll�j t1 �a LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovaee (agent Name) with Northside Engineering Services, Inc. to act as an agent for 0- Sylvan Health Properties LLC (Property Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at 2770 Regency Oaks Blvd (Property Location) PINELLAS County, State of FLORIDA. S' ature o Property Owner 2701 N. Rocky Point Drive Suite 1150 Address of Property Owner Tampa, FL 33607 City /State /Zip Code Sylvan Health Properties, LLC Print Name of Pro ertyOwner By'. C5A 5Sa ;.r *V-1; .:reV-1 f4w,�sj1.LC Ti V /3-�6 /-Is o Telephone Number State of ��4! The foregoing instrument was acknowledge before me this C ` day County of �v v of O, , 200, by Ci�t ` 17K ! as h Q y8r who is personally known to me or who has .produced ANTOINETTE K WILSON as identification and who did (did notfflj Rayn STATE OF NEW YORK t 01W 1129160 QUALIFIED IN QUEENS COUNTY MY COMMISSION EXMES WaVAM Ch/ Notary Public (S' nature) Commission # (SEAL ABOVE) (Name of Notary Typed,'Printed or Stampe eo ca cll�j t1 FLEXIBLE DEVELOPMENT APPLICATION Comprehensive In -Fill Redevelopment Project Regency Oaks, LLC 2770 Regency Oaks Blvd. DESCRIPTION OF REQUEST: An addition to an existing Assisted Living Facility. The existing facility currently has 190 beds in the North Independent Living Building and 197 beds in the South Independent Living Building totaling 451 units. In addition, the facility has 84 beds. The proposed request is to add an additional 86 units, 39 beds and accessory buildings. The site will consist of 11 Villa Buildings, 7 Carriage Houses, a new Maintenance Building, Town Hall, Nostalgic Village, a one -story additional to the existing Nursing Facility, a 16 bed assisted living Alzheimer addition and a new 23 bed assisted living facility addition. A request for code deviations include a variance to request relief from adding additional curbing and wheel stops to the existing parking areas to remain. Also to allow attached dwelling units in the I zoning district as a secondary use which is permitted under the I Land Use Code. WRITTEN SUBMITTAL REQUIREMENTS 1. The proposed development of the land will be in harmony with scale, bulk, coverage, density and character of adjacent properties. The existing facility is almost 40 acres. The total number of units allowable for this site is 485, which converts into 1,455 beds (1 unit equals 3 beds). The existing bed count is currently 84 and an additional 23 beds will be added, still leaving 26 additional units which could be added as long as parking and the ISR can be met. The new additions will be similar in character and architectural style as the existing facilities already on site. To the east of the parcel is a cemetery, the west side is an office and mobile home park. 2. The proposed development will not'hinder or discourage the appropriate development and use of adjacent land and building or significantly impair the value. The use of the site is not changing; the density is just being increased. In keeping within the required setbacks, no values will be impaired. Although attached dwellings will be incorporated, the site will still run as an ILF. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The site has been developed as if it is a community within itself. All sidwalks inter- connect to all buildings making access more convenient and safe. The proposed use is not changing. A small increase in density units are being proposed and assisted living facilities is a permitted use in the Institutional District. o� 01 R 4. The proposed development will not create traffic congestion. Union Street dead ends west of the ingress /egress and being an assisted living facility, many of the residents do not own vehicles and mainly use ALF buses. A traffic study has been conducted and the impact will be only I%. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The existing development has been consistent with the community character since it was building in 1991. Although there is residential to the north (across a portion of Union Street and along the south, a 6' wooden fence is in place. The property to the east is a cemetery. 6. The design of the proposed development has no adverse effects to visual, acoustic, olfactory and hours of operation on adjacent properties. The addition to the existing development will not run any differently than it currently is and the characteristics of the buildings will be in harmony with the existing buildings. COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA 1. The development is impractical without the deviations from the development standards as set forth in the Institutional Zoning District. The request to be relieved of adding additional curbing and wheel stops to the existing parking lot to remain would cause some of the existing plantings to be disturbed and add to additional undue costs. In addition, the use of wheel stops will take away from the aesthetics near building. The site has functioned well and landscaping has been retained without these additions. Adding attached dwelling units to the site is just another component to the already well established facility. The dwelling units will have full access to all provided uses such as medical, meals and transportation. 2. The development as a whole is consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning. The Assisted Living Facility is an allowable use in the current "I" Zoning District. Attached dwelling units are considered residential and are acceptable as a secondary use within the I land use code. No setbacks are being requested. No additional access points for a means of ingress /egress are being requested. The requested proposal is for an addition to the existing ALF on this parcel with two fronts as well as a corner lot with a portion of the north setback abutting a dead end street. 3. The development will not impede the normal and orderly development and improvement of surrounding properties. The current development houses 387 units and 84 beds, an additional 23 beds and 64 independent living units will be added to this approximately 40 acre site which has a potential of 485 units. The surrounding properties include a cemetery, offices, mobile home park and single family homes. The parcel is heavily landscaped and fenced. The facility has been in operation since 1991. The only parcel which may someday be redeveloped in the mobile home park and the setback to this propert e exceed what is required by code. og�� 000 �� tzs 4 G�� 4. No adjoining properties will suffer due to the proposed addition. The use is remaining the same and no additional access points for ingress /egress are being requested. Per a conducted traffic study, roads impacts will be around 5. The proposed use "ALF" is permitted in the future land use category and compatible with adjacent land uses. The character of the neighborhood will not be altered since the use is not changing; only additional buildings are being proposed. a. The proposed use is ALF which is a permitted use in the Institutional Zoning District. The proposed attached dwelling units although residential are not a use listed in the I zoning district, however, the Institutional Land Use lists this category as a secondary use. b. N/A c. The development proposed does accommodate the expansion of an existing economic contributor. The existing ALF consisting of 387 units is like a little community within itself. This proposed site adds safety for the elderly to live. This community provides a diversity of housing types. The individual uses on site cater to the emotional, physically impaired and retired community with services such as medical, physical therapy, long term and short term care, meals and transportation. d. N/A e. The proposed use is in an area which this type of facility fits with the character. It is an Institutional use within an institutional zoning district across the street from a cemetery. f. N/A 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified as described below. a. The proposed development will not impede the normal or orderly development and improvement of the surrounding properties uses permitting in this zoning district. The current zoning district is Institutional. The proposed use is an Assisted Living Facility and Independent Living Facilities all which are permitted uses and an additional to the existing facility which has been in operation since 1991. Surrounding parcels such as the cemetery, mobile homes, offices and single family homes will still benefit from any improvements necessary 'rye for their parcels. The flexibility to the Institutional zoning land use lists o o ' residential attached dwellings as a secondary use. 6 < LU b. The proposed development does not require any applicable design 0 guidelines. The architect is keeping with the existing structures 22 019 -10 characteristics, landscaping is being provided on an already heavy landscaped parcel and the density is not being exceeded. c. The design, scale and intensity of the proposed development has been established in this area for over 15 years. The already established character in this area has not changed in this amount of time and an addition of only 23 beds and 64 units, where the density calls for 485 units or 1,455 beds, there is no intensity. The facility is adding another component to its "retirement community ". The attached dwelling units will be considered as continuing care in a retirement community setting. The proposed additional buildings will be less intense as to height to the surrounding buildings. The color and materials will be consistent to what is already in place. The setbacks have been increased from what minimum code requires. d. The interruption of each individual building's horizontal plan is naturally accomplished by the spacing the individual buildings, as wells as the introduction vertical landscaping at selected locations. Various architectural elements such as columns, quoins and keystones, appropriate to the individual building and harmonious with the architectural style of the overall development. The proposed finish materials, as well as the proposed finish colors and textures, for each structure, have been selected to exhibit individual personality, but yet complement and harmonize with the color palette of the existing campus. The extend an placement of windows is appropriate for each new individual building. All building setbacks comply with the code requirements. The selected roof line for each proposed building is appropriate for the style of that building, and in keeping with adjacent structures. e. The site is being enhanced with new landscaping for not only the proposed addition, but also for the existing areas. The setbacks have been increased from the minimum allowed by code which will allow for additional landscape buffers. Spacing between buildings is adequate enough to provide side yards for residents but also allow easy access to reach other buildings located on site. 0 0. °((Learwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Regency Oaks, LLC 2701 Roc Point Dr, Suite 1160, Tampa, FL 33607 813 - 261 -1546 FAX NUMBER: EMAIL: Regency Oaks, LLC Sylvan Health Properties, LLC Northside Engineering Services, Inc. P 0 Box 4948, Clearwater, FL 33758 -4849 727 - 443 -2869 FAX NUMBER: 727- 446 -8036 727 - 235 -8474 EMAIL: doreen @northsideengineering.com 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. N/A OR b. The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. See attached Exhibit "A" +�r�� 'Q 'P C:IDocuments and Settingslderek.fergusonlD esktoplp /anningforms_07071Comprehensive Landscape Prog�'am 0`#°24- 07.doc Page 1 of 2 iJ 2. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. See attached Exhibit "A" 3. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. See attached Exhibit "A" 4. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. N/A THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the un ersigned, acknowledge that all representations made in this ap lication are true and accurate to the best of my kn4lecIge and authorize City representatives to visit and phdtoglbph the property described in this application. of property owner or STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this 8th day of September , A.D. 20 08 to me and /or by Housh Ghovaee who is personally known has produced N/A as identification. AN Wp ublic, My commission expires: =WI IAMS MD 576718 of F��! 4, 2010" I'A RY i Aiitm, 00. v c, C:0ocuments and Settingslderek .fergusonlDesktoplp /anningforms 07071Comprehensive Landscape Program 04-.24-0, (doC Page 2 of 2 eW'"v cl COMPREHENSIVE LANDSCAPE PROGRAM EXHIBIT `A' Applicant: Regency Oaks, LLC 2701 Rocky Point Dr., Suite 1160 Tampa, Fl 33607 REQUEST FOR VARIANCE: To eliminate curbing and wheel stops from the existing parking area due to tripping hazard to the elderly and disabled. 1. ARCHITECTURAL THEME a. N/A b. The site is heavily landscaped with natural trees surrounding the entire property. All landscape buffers have been met or exceeded code requirements. 2. LIGHTING Being that he proposed development is an addition to the existing development, lighting will compliment what is already there. Down lighting is provided and no lighting will overflow onto adjacent properties. 3. COMMUNITY CHARACTER The parcel is situated on approximately 40 acres of land. To the north across Union Street is a single family development, south is an Elks Club and single family homes, and to the west are offices and a mobile home park. Most of the area contains mature trees due to the area being well established. The proposed development fits in line with the character of the entire community with well established oak, cypress trees and many interior islands with well established plantings. 4. PROPERTY VALUES No property values will be impacted due to the site already being heavily landscaped and buffers either meeting or exceeding code. SPECIAL AREA OR SCENIC CORRIDOR PLAN N/A Off` 'A`�� r' law -=�m NNW SEEN, ENROL : 11 - 112 , Pro �� ~ �§ a /.� ■ �S,� y /«,� . . >: . � §. . � , «� \ � ■ y ` / / \ /�� 2¥ �a tF EX7EPoOR ELEVATION (z EXTERIOR ELEVATION ��: scar= iir -ra EXTERIOR ELEVATION a>�i ecxr}vr -ro EXTERIOR ELEVATION EXTERIOR ELEVATION 2 1 V RIGI Rr,:CE,VED 2 i 2008 PLANN*%G ww#,opv; }' CITY OF (ALE lW,INR ELEVATION b3.1 BU�fE� 4T • P-O' EXTERIOR ELEVATKAS g c b9pMi ic-n; WNME1 WALSH alma ®�nm w� w W U w U o a a w� Z J i =r1= �S E ELF-Y'4TION -'ALLA I Ri-HAF ELEVATION - VILLA I FRONT VIEW '47 BRANDYWINE CONCORD 6 Two BEDROOM TWO BATHROOM VILLA A. BRANDYWINE CONCORD 2 BEDROOM BATH 2 BEDROOM/2 BATH 2CAR GARAGE 2 CAR GARAGE REGENCY OAKS "M -0000W, VLIA I BRAMYWM / CONCXM PL" + ELEVATKM cm ti C= c= C"-J z FRONT VIEW '47 BRANDYWINE CONCORD 6 Two BEDROOM TWO BATHROOM VILLA A. BRANDYWINE CONCORD 2 BEDROOM BATH 2 BEDROOM/2 BATH 2CAR GARAGE 2 CAR GARAGE REGENCY OAKS "M -0000W, VLIA I BRAMYWM / CONCXM PL" + ELEVATKM SIDE ELEVATION REAR ELEVATION C® C= N Ll U z REAR ELEVATION I Ai HANCOCK PRINCETON 2 BEDROOM /2 BATH DEN 2 BEDROOM /2 BATH DEN 2 CAR GARAGE 2 CAR A RAGE REGENCY OAKS FR�T VIEW VLLA 2 HANOOCK / PRNCErON ELEVATIONS + PLAN li it Fill I Ai HANCOCK PRINCETON 2 BEDROOM /2 BATH DEN 2 BEDROOM /2 BATH DEN 2 CAR GARAGE 2 CAR A RAGE REGENCY OAKS FR�T VIEW VLLA 2 HANOOCK / PRNCErON ELEVATIONS + PLAN li it 12 REAR ELEVATION SARATOGA (L) SARATOGA (R) 2 BEDROOM /2 TH 2 BEDROOM /2 W G BATH 2 CAR GARAGE BA2 CAR GE VLLA 3 SARATOGA ELEVATIONS +PLAN 1 MAN :921 I kv i�l t== c= zu a 0 o REAR ELEVATION SARATOGA (L) SARATOGA (R) 2 BEDROOM /2 TH 2 BEDROOM /2 W G BATH 2 CAR GARAGE BA2 CAR GE VLLA 3 SARATOGA ELEVATIONS +PLAN 1 MAN :921 I kv i�l aci ° -° .4 20 Qg CITE CF GLr; -g A _ A D N $ A A 0 9Z p�9� PROPOSED NEW CARRACE HOUSE REGENCY OAKS & to $ gearrab� Ronda X7759 d z &. N p p F �' S CLEARWATER RORDA a r- I WIN n 2-gi un nun oR 0 I 0 0; �61 U > 0 E2.1 PROPOSED NEW HOME HEALTH CARE OFFICE R%ency Bab, a 06 lk Z FEGENCY OAKS 374 CLEARWATBi R-ORIDA NORTI4 ELEVATION - MAINTENANCE BUILDING KW-WWII� rr PLANNNN"41C ct"ry c'r, CLALPRAN N WEST ELEVATION - MAINTENANCE BUILDING Ur v:�31- "TED 5TUX0 FKRGLA5S/A9"ALT ROOT 5"wkrsl 24' TYPICAL RAVED MGM STucr 0 TFJM ,SOUTH ELEVATION - MAINTENANCE LC 4 LOGes Row/ FLOOR PLAN - MAINTENANCE BUILDING 199%� —� 1-- M9 EAST EI-EvATiON - MA1NTENANCE EWL:DINeS --------------- --------- MAWMNANCE BUILDING PLAN + ELEVATIONS 01 9 z 6; W w omoNAL K-*";:cET,rr-lD C'-,*T 27 2008 PLANW-G, CITY 01F CUHAR.-I'�,"A E-EV"- ON FLOOR PLAN ANN %. , • 1'4' Pf FEGENCY OAKS NEW TOWN HALL EMTT WALSR r z 0 3.1 w z ib m WAIM Regency Oaks Clearwater, Florida VILLA #1: Roof - R1 ASSISTED LIVING Roof - R1 (VI) Walls - C"13 ADP.ITIONS: Walls - C8 Trim - 06 (AL) Trim - C9 Shutters - C4 Shutters - C9 Brick - B1 ffim Roof - R1 Walls -- C8 Trim— C9 Shutters - C7 Brick - B1 Roof - R1 Walls - C2 Trim - C3 Shutters Brick -, 61 CARRIAGE HOUSE: Roof - R1 CH-2 Walls - C5 Trim -- Shutters,C',: 4 Brick -- R1, "Primrose Grain" by: Lakewood Brick & Tile MAINTENANCE &aiU6-jWGT'— M TOWN HALL: (TH) Roof - R1 Walls - C8 Trim - C9 Shutters - CS Roof .- R1 Walls - C8 Trim - C9 Shutters - C9 Roof - R1 Walls - C8 Trim - C9 Brick - 81 Rol "Sablewood" by, Elk Roofing Corp. C1 ,;2 S I Mo�n 070)" C.131 150 R H 2 77, C FS 7,3 92 Gr tn co ell 5 0 0 o Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Description /ITE Code Units Expected Units Expected PM Peak Trips - Total PM In PM Out ,T 12 (� 1 C, Not Available Daily Trips Truck Terminal 030 Acres I\D C,, 0 C=5 General Li ht Industrial 110 TSF Gross M4 Mini Warehouse 151 TSF Gross Sinole Family Homes 210 DU Apartments 220 DU Mobile Home Park 240 DU Assisted Living 254 DU 99.0 263 22 10 All Suites Hotel 311 Rooms Motel 320 Rooms Marina 420 Berths Health /Fitness Club 493 TSF Gross Church 560 TSF Gross Daycare Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Building Materials /Lumber 812 TSF Gross Hardware /Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Shopping Center 820 Rate TSF Gross Total In Out Quality Restaurant 931 TSF Gross High Turnover /Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 . 0 Drive Thru Only 935 TSF Gross Not Available » » »> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Supermarket 850 TSF Gross _ - Convenien. Mkt (Open 24 hrs 851 TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pumps 853 TSF Gross Discount Club 861 TSF Gross Pharmacy/Drug Pharmacy/Drug store w/ Drive -thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross Drive -In Bank 912 Drive -In Lanes 263 • 22 1 10 12 Z:\Agency Apps\ FDOT \[tripcalc_16.xls]Calculations 30- Jun -06 w'Lunch Peak 146 -364 two way trips m OZ 00 U a O �o � � I\D C,, 0 C=5 v M4 E6/28/2 ©06 ©8:16 727562q'-' PUBLIC UTILITIEQ: PAGE 02 FLOW TEST CITY OF CLEARWATER WATER DEPARTMENT i�C�CATICYRi c Ks IDATE OF TEST STATIC: PSI HYDRANT # MIsCa C fl 1, oe )/I &Joriksi-de EP9. ORIGINAL RECEIVED SEP 2 6 2006 PLANNING DEPARTMENT CITY OF CI.MWATER 06%28(2006 08 :13 7275624`' -- PUBLIC UTILITIES'. FLOW TEST. CITY OF CLEARWATER WATER DEPARTMENT ILOCATION e n c DATE OF TEST - l_ e� [STATIC: PSI lam` 6-8-1-D-UAL PSI vq 0 j ( PITC�T PSI }. FLOW 1HYDRANTO 4Q IMISC* w OMER REQUESTING TEST ORIGIML RECEIVED SEP 2 6 2006 PLANNING DEPARTMENT CITY OF CL,EARWATER PAGE 03 Northsmije t � /4'V'Y�4 �f7Ne REGENCY OAKS STORMWATER MANAGEMENT PLAN Prepared For: REGENCY OAKS, LLC Prepared By: NORTHSIDE ENGINEERING SERVICES, INC. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NES JOB #0632 MARCH 1, 2007 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESAD,N;Iiv @MINDSPRINC.COM NESTECH @MINDSPRINC.COM 1l'7. AA7 . >OZn fAI/ �1-7 . AAC - 0 ^5 1 FAF CIVIL 0 .LAND PLANNING; 9 ENVIRONMENTAL. • TRANSPORTATION • ia�iilltFtt� ©• Dr. Ram`�v-.W'i P 1. r FL, Re 1 .•' s O ORIGINAL RECEIVED MAR 02 2007 PLANNING DEFARTMEN) CITY OF CLEARWATFp F F r TABLE OF CONTENTS I. INTRODUCTION 1 II. GENERAL INFORMATION 1 A. Location 1 B. Wetlands / 100 Year Floodplains 1 C. Geotechnical 2 D. References 2 E. Maintenance of Stormwater System 3 -5 III. BASIS OF ANALYSIS 5 A. Water Quality Treatment and Attenuation Volume 5 -6 B. Design Storm Intensity and Duration, 6 C. Drainage Basins / Time of Concentration 6 IV. DESCRIPTION OF ANALYSIS 7 A. Existing Conditions Hydrology 7 B. Proposed Conditions Hydrology 7 -10 V. CONCLUSIONS AND SUMMARY 10 V. APPENDIX A. SWFWMD Aerial Contour Map B. FEMA Firmette C. City of Clearwater SWMM 100yr /24hr D. Pre- Development Soils Map E. Double Ring Infiltrometer Results, F. Post - Development Drainage Basins G. Curve Number Calculations H. APZ Time of Concentration Calculations I. APZ Pre -Dev Peak Discharge Rate J. ICPR Analysis K. Stage Storage Calculations ORIGINAL RECEIVED MAR 021007 PLANNING DEPARTMENT CITY OF CLEARWATEr, r� I. INTRODUCTION The objective of this report is to produce a quality surface water management plan for Regency Oaks which satisfies the requirements established by the Southwest Florida Water Management District (SWFWMD) and the City of Clearwater. II. GENERAL INFORMATION A. LOCATION The proposed site modification of Regency Oaks will be located at the southwest corner of the intersection of Union Street and Soule Road in Clearwater, Florida. The site is approximately 1,727,411 sf (39.65 acres) in total land area.. The site is located within Section 5, Township 29S, Range 16E in Pinellas County, Florida. Refer to Appendix A for SWFWMD aerial contour map. B. WETLANDS / 100 YEAR FLOODPLAINS There are two SWFWMD formally delineated wetlands located within the project area. The first labeled Wetland Area A is located on the southwest corner of the project area and is 0.778 ac. The second labeled Wetland Area B is located approximately midpoint along the west property line and is 0.057 ac. See plan construction sheet C4.1. In addition, an area in the southwest corner of the property is also delineated by FEMA to be in zone X — where areas inundated by the 100 year flood will have depths of 1 foot or less and zone AE. See attached FEMA firmette appendix B. ORIGINAL RECEIVED - 1 - MAR, 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER A SWMM model of the Alligator Creek Basin in the area indicates that an adjacent node B0190 has a maximum 100 year / 24hr flood stage of 65.23. See appendix C. C. GEOTECHNICAL The Pinellas County Soil Survey indicates that the project area in the existing condition consisted of AM Astatula Fine Sand, As Astatutla Fine Sand, PdB Paola Fine Sand and StB St. Lucie Fine sand. See appendix D indicating the locations of these soil types prior to any development. Geotechnical testing from Driggers Engineering Services incorported performed in 1990 indicates a seasonal high water elevation less than 6.5' below present grade. A double ring infiltrometer test performed in 1989 also indicates that the infiltration rate is approximately 24.6 in/hr. See appendix E. D. REFERENCES The Southwest Florida Water Management District's "Basis of Review ", the Florida Department of Transportation's "Drainage Manual" and the City of Clearwater Stormwater Management Design Criteria. Topographic Survey: Topography was provided by Suncoast Land Surveying, Inc. dated May 24, 2006. See attached boundary and topographic survey. ORIGINAL RECEIVED KKR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWAT% -2- E. MAINTENANCE OF STORMWATER SYSTEM The detention ponds, inflow and outflow structures will be owned and maintained by Regency Oaks, LLC. Operation and maintenance of the systems will be as follows: OPERATION The project's stormwater management system is a gravity operated system requiring no operator action. MAINTENANCE 1. Ditches and Swales: All ditches and swales shall be periodically mowed and cleaned. During the mowing operation, ditches and swales shall be inspected for bare spots, damage and erosion. Any bare spots greater than one square foot in area shall be seeded or sodded to replace the grass cover. In case of erosion or damage where underlying soil is missing, the missing soil shall be replaced and the area brought back to grade then seeded or sodded as required. 2. Inlet Grates: Inlet grates will be checked monthly for damage or blockage. Any damaged grates will be replaced or repaired. Any debris blocking full flow through the grate will be removed. 3. Pipes and Inlets: Pipes and inlets will be inspected yearly for damage or blockage. Any damaged pipes or inlets will be repaired or replaced. Any trash, debris or sand deposits will be removed. 4. Detention Ponds: All side slopes and maintenance berms will be periodically mowed and cleaned. During the mowing operation the ponds will be inspected ORIGINAL RECEIVED MAR 0 2 2001 - 3 - PLANNING UkFAv :.:,1 r CITY OF CL.EApW AT,,. for bare spots and erosion damage. Any bare spots greater than one square foot in area will be seeded or sodded to replace the grass cover. In case of erosion or damage where underlying soil is missing, the missing soil will be replaced and the area brought back to grade with seeding or sodding as required. The bottom and side slopes of the ponds should be inspected regularly to assure that excess siltation or erosion has not occurred. Siltation and erosion in the ponds should be controlled to assure that the storage volume is not affected. Periodic scarification of the pond side slopes and removal of silts may be required. In addition, cattails, bulrushes, and other nuisance vegetation will be cut back from inlet or outfall structures, to the minimum extent needed to maintain design discharges. All inflow and outflow, structures will be maintained by the procedures outlined for pipes, inlets, and grates. In addition: • Grass clipping and other vegetative debris should be removed from the area surrounding the detention pond. • The area immediately in front of the control structure should be cleared of aquatic growth and debris. • Limit fertilizer use around the pond area to prevent nutrient loading of the facility. • The control structure should be checked monthly and all debris cleared. • Your management of Surface Water Permit should contain a number of conditions that must be met. 5. Wetlands: No mowing will be allowed in these areas. Removal of noxious plant species will be done by hand and the areas shall remain undisturbed otherwise. ®I�IGINAL RECEIVER VAR, 02200` CITY OF CLEAPw,41'G 1' 6. Effluent Filtration System for Pond 20: During the mowing operation the underdrain filter system will be checked for erosion or damage. In case of erosion, where soils from the adjacent slopes cover the filter system, the soils will be removed and the contaminated gravel /filter sand replaced. In addition: • The underdrain system shall be inspected semi - annually for loss of sand and/or debris contamination. In case of loss of sand, the filter sand shall be repaired as required to maintain the integrity of the design and water quality requirements. • The underdrain system shall be back flushed semi - annually, in the same manner as you would back flush a swimming pool filter, to assure proper operation of the system. III. BASIS OF ANALYSIS A. WATER QUALITY TREATMENT AND ATTENUATION VOLUME %z" of water quality treatment is provided over the entire site. Pond 10 and pond 35 are for attenuation purposes only. Ponds 20 and Pond 30 provide both attenuation and water quality treatment prior to discharge into the Alligator Creek Channel. Pond storage is controlled by weirs in the controlling structures for each pond. The weirs are protected from clogging and remove debris prior to discharge utilizing skimmers. The quality treatment volume will be recovered in pond 20 through 250 lineal feet of underdrain and in pond 30 through natural ground infiltration. In both ponds this treatment volume is recovered within 24 hours per City of Clearwater specifications. The attenuation volumes in all four ORIGINAL RECEIVE[ VAR 0 2 2007 - 5 - PLANNING DEFAkiivit 1.3- CRY OF CLEARWN't. ponds are discharged within a few hours after the end of the 25year /24 hour design storm. B. DESIGN STORM INTENSITY AND DURATION The peak discharge rate for the 25 year storm event applying the Florida modified (Flmod) rainfall hydrograph will be used to determine the required pond sizes. In this area the total rainfall amount estimated for a 25 year storm event for a 24 hour period is 9.0 inches. Storms of greater intensity and duration which exceed the pond storage volumes will be discharged through the top of grates in ponds 10, 20 and 30 and through the secondary overflow weir in pond 35. C. DRAINAGE BASINS / TIME OF CONCENTRATION The configuration of the existing drainage basins has been maintained by grading and the routing and location of storm infrastructure with the exception of drainage basin 300 which has been split into basin 350 and a revised smaller 300. Due to the increase in impervious the•curve number for each basin will increase. See appendix F showing basin locations and appendix G showing curve number calculations for each basin. The site modifications will not significantly alter the time of concentrations determined by Appenzeller, Boyd and Zarra, Inc. (APZ) with the exception of Basin 300 which will have a concentration time of 10 minutes. In summary the time of concentrations will be as follows: Basin 100 - 17 minutes Basin 200 — 20 minutes Basin 300 — 10 minutes . I Me ORIGINAL RECEIVED .MAR 02 2007 PLANNING DEPAR1svt;. ,V7 CITY OF CLEARW.$r "'Y: Basin 350 — 24 minutes See appendix H indicating reference to APZ time of concentration calcuations. IV. DESCRIPTION OF ANALYSIS A. EXISTING CONDITIONS HYDROLOGY Due to the multiple modifications to site, it was determined that the simplest way to determine whether the ponds would attenuate to the pre- development discharge rate was to limit the rate as originally permitted under SWFWMD permit 402707.000. According to this permit the allowable discharge rate is 36.63 cfs. See attached reference Appendix I from APZ. B. PROPOSED CONDITIONS HYDROLOGY The basin hydrology has been graphically depicted in appendix F. The curve number calculations can be found in more detail in appendix G, but are summarized as follows: BASIN TOTAL DRAINAGE AREA (ACRES) WEIGHTED CURVE NUMBER (UNITLESS) 100 5.74 78.4 200 9.93 74.0 300 6.44 85.0 350 15.28 67.3 TOTAL 37.39 The remaining 2.26 acres (39.65ac project area — 37.39ac drainage area) are undeveloped "areas that do not enter the storm management system and are not included in the calculations. ORIGINAL RECEIVED 02 2007 - 7 - PLANNING DEI'ARTIVIL -NT CITY OF CLEARWV1 Geotechnical information indicates that soils on the site are highly porous. Discharge through natural ground infiltration will be used to reduce the overland discharge into Alligator Creek Channel. The rating curves for this infiltration rate were developed using a safety of factor of 4 on the known double ring infiltrometer test result of 24.6 in/hr resulting in an allowable rate of 6.15 in/hr multiplied the surface area of each pond at each stage. Detailed derivation of the rating curves used can be found in the ICPR analysis found in appendix J. Stage storage calculations for each pond are as follows: POND 10 STAGING DATA L Q Cumulative Storage Level Elevation Surface Area Volume (ft) (Sf) (ft') Top of Bank 83.00 21,292 35,835 D.H.W. 82.49 19,622 25,515 (25yr /24hr) `� U F Bottom of 81.00 14,743 0 Pond 70.60 34,078 28,880 POND 20 STAGING DATA L Q Cumulative Storage Level Elevation Surface Area Volume (ft) (Sf (ft) Top of Bank 73.00 44,582 122,515 D.H.W. 72.17 40,949 87,454 (25yr /24hr) `� U W.Q.T. 70.60 34,078 28,880 Bottom of 69.70 30,139 0 Pond L Q Q N � Q 22 0 O o O UJ z Lj- z' `� U *Require water quality treatment volume = %2" x 682,715 sf = 28,446 cf POND 30 STAGING DATA Cumulative Storage Level Elevation Surface Area Volume Volume (ft) (sf) (ft) ) Top of Bank 78.00 75,593 152,225 D.H.W. 77.12 68,557 89,168 (25yr /24hr) Bottom of 77.00 24,886 0 W.Q.T. 76.40 62,800 41,986 Bottom of 75.70 57,203 0 Pond *Require water quality treatment volume = %2" x 946,401 sf = 39,433 cf POND 35 STAGING DATA Cumulative Storage Level Elevation Surface Area Volume (ft) (s (ft) ) Top of Bank 80.00 32,872 86,360 D.H.W. 79.29 30,982 63,842 (25yr /24hr) Bottom of 77.00 24,886 0 Pond More detailed stage storage calculations can be found in appendix K. The following is a summary of the 25year /24hour design storm results after routing through each pond. a 5a C\2 0 20 2 U CL 25 YEAR / 24 HOUR DESIGN STORM ROUTING RESULTS Pond Maximum Stage (ft.) Peak Outflow (efs) 10 82.49 12.49 20 72.17 16.53 30 77.12 12.70 35 79.29 19.19 The total 25 year post- development peak discharge rate is the sum of the discharge rates from pond 20 and pond 30 which is equal to 29.23 efs. V. CONCLUSIONS AND SUMMARY The proposed stormwater system satisfies water quality requirements required for the proposed project according to the SWFWMD "Basis of Review" and City of Clearwater. -10- UJW 3 VIQ Ce a � C) SJJ (D OLU � �� W �U -10- APPENDIX A cm 1 D APPENDIX B ORIGINAL. RECEIVED MAR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 4TE RD SC ZONE X ' ?' ' ZONE X U } of .Las County 20. u` 125096 Icorporated "� Alligator C ek Areas 6�``` Channel 125139 63 H ZONE X ' ZONE X ZONE X S MAIN STREET laa Pinellas County Unincorporated N Areas " 125139 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP PINELLAS COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 126 OF 327 (SEE MAP INDEX FOR PANELS. NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL. SUFfa( atA TpL an of Mo. M" G PWEl a%RNY MW Gab G vTen Wa Uw: ib NAP N EwaNU UMB; - LONmm NIMGN bbw Ni 8 b uwf tlnp map a Nv RY ED bl. abo above Mw1C b waJ on Maunnu aDpOuHOna Yw Uu wecl pmwivtY. MAP NUMBER ZONE X 12103CO126G EFFECTIVE DATE: SEPTEMBER 3, 2003 Federal Emergency Management Agency This Is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Mao Store at www.msc.fema.ac 28'0 k CHANCERY ELYSIUM BLVD Q O � G Cj LLJ APPROXIMATE SCALE LLE 500 050($ CQ a � Z EA _ CHELSEA PLACE N 4, a laa Pinellas County Unincorporated N Areas " 125139 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP PINELLAS COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 126 OF 327 (SEE MAP INDEX FOR PANELS. NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL. SUFfa( atA TpL an of Mo. M" G PWEl a%RNY MW Gab G vTen Wa Uw: ib NAP N EwaNU UMB; - LONmm NIMGN bbw Ni 8 b uwf tlnp map a Nv RY ED bl. abo above Mw1C b waJ on Maunnu aDpOuHOna Yw Uu wecl pmwivtY. MAP NUMBER ZONE X 12103CO126G EFFECTIVE DATE: SEPTEMBER 3, 2003 Federal Emergency Management Agency This Is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Mao Store at www.msc.fema.ac APPENDIX C ORIGINAL. RECEIVED 02 2007 PLANNING CI'il(� C T A� F CLEAR ATER DEP a I °{ ty 4 Mhn ;., • . � - � via �. "" kyi y€� � � �'� h. ,.�� «. , :��.ti N kl '� �tt� ?� s,. � .. stir . 4 1: E x ti $,e , � f i % t s ..:.wi SAS CH�1►Tq n e !^rt 5 n L •q ` ;u .. ac .' -0 - S �'k btiro ,t (� .•- i'ds ,5~ ry„ �z .�,:, S yt' x'� Mv'" {"'S ..c. �9.a .. pr O+',�A } �" � rr` t �"'� � �9 s. z• k,A t ,. "` s � 1 i t t p,i'mP v C � *u .:� 5 -s 4 r 9r. -.' w ,� y, ,;:.r k.� a „ tea},: {" : J'. .�, "",", 7';p, .Ark • + E::'.$ �yr'"SS" &p 't � tm"' � 4 i'�i a I + � �. _,. -' a e .._ • -.� - 5Ll . V q �. a 2 Y Buz- � � vi i >z � y •t ° tai .. { �•.. �. al, .4 ku;ffi w q rwz d n z a k "T ... ZppAy { 't, i .y.iJey �' :, .,� "� 1. -vk6: r ."ak,�,,,,Y Kta':a' ,s - � �:..._ B -... .rm�! .•�j' a.�•'+i B025�0B ,� .'�,'yax rs• m t a >k qr c. �} t fi 80215 130216 -V ��` fir • � �'4)r: � ��F : � u � r r.. � �+ ;n Q n . . i ;`,g �iI'� 7:J " my ann _N ^ W p� afg., 'iavyp37A wewa'+az':;.{sy', d .. 6+i n tams �kmr.rese:•k��',d's�m �.r:inwn •r,, ,� . ,� y try '� ( • s _ }'`� �a3 � _ �, , ,,,,� ,, ='�.t- s'�;. ::.,,,v rc 01, 1 ;old II u( ,: ' ^r�.s.m: az,:;r.sv,,p i� , 'S1 . , 5.. pot °?:�.;. �.. �•,! 0'vv B U UM Ys, d ,� L `.. ..,9, .� +aw• '` a � •. "d,. � ''� ',7•: , rt '� � I � ,� a ��'c,� �n ra• 'wa. M tta� .. .. � �� . , _� '.,' _' .. ^�s 3 •.. -W�,,� • � 9 ; t' ,� Mi'3 "T , �� k {�.�5 � *fit_ s . a . a; - z 4 '> 1h, of aq F0130 E 180,.. , B0�180 980 - +� 1x6 0 ro m, o Ep. IRV F ,«. - .�. y +.� '4 :. '.; 'ia .. —_�. ,* t.: ',�Y,! _.. =' r < #, , 'i, w,iis ®, 1:./ 5 '' ""',nhl «, ._ 51;��,., . ( ?• �5. 1 t:'._ Alligator Creek Watershed Management Plan SWMM Model Output for 900 -yr, 24 hour Design Storm Existing Conditions 10548 100.00 63.40 56.26 '0.0006 59.41 13 4 0.00 40.59 0.0 0.0 6.242E +03 10549 100.00 100.00 57.93 0.0001 59.48 13 4 0.00 40.52 0.0 0.0 2.692E +05 10550 200.10 200.00 48.43 0.0001 52.36 13 17 0.00 147.74 0.0 0.0 7.243E +02 10555 100.00 55.20 49.02 0.0007 52.36 13 17 0.00 47.64 0.0 0.0 9.716E +04 10560 100.00 54.90 49.34 0.0007 52.70 12 30 0.00 47.30 0.0 0.0 2.375E +05 10570 200.10 200.00 49.38 0.0000 52.79 12 27 0.00 147.31 0.0 0.0 1.462E +05 10580 100.00 58.10 49.67 0.0008 54.69 12 4 0.00 45.31 0.0 0.0 3.147E +04 10590 100.00 58.60 51.01 0.0007 54.71 12 4 0.00 45.29 0.0 0.0 2.680E +04 10600 100.00 100.00 51.45 0.0001 54.72 12 5 0.00 45.28 0.0 0.0 1.091E +05 20005 100.00 23.50. 16.32 0.0040 21.99 15 42 0.00 78.01 0.0 0.0 1.380E +05 20007 200.10 200.00 16.70 0.0004 22.04 15 42 0.00 178.06 0.0 0.0 6.964E +04 20010 200.10 200.00 16.96 0.0003 22.09 15 43 0.00 178.01 0.0 0.0 1.181E +05 20030 100.00 25.80 18.67 0.0007 22.19 15 41 0.00 77.81 0.0 0.0 3.623E +05 20045 100.00 34.00 26.21 0.0004 28.25 12 10 0.00 71.75 0.0 0.0 1.880E +05 20050 100.00 100.00 28.28 0.0001 30.70 12 3 0.00 69.30 0.0 0.0 6.815E +04 20053 100.00 53.00 46:50 0.0005 48.86 12 23 0.00 51.14 0.0 0.0 7.190E +03 20055 100.00 100.00 52.00 0.0000 53.69 12 22 0.00 46.31 0.0 0.0 2.432E +05 20060 100.00 40.40 30.38 0.0006 34.55 12 2 0.00 65.45 0.0 0.0 1.489E +04 20065 100.00 43.00 32.61 0.0005 36.40 12 0 0.00 63.60 0.0 0.0 8.259E +03 20070 100.00 53.40 37.68 0.0002 39.87 12 0 0.00 60.13 0.0 0.0 2.558E +03 20080 200.10 200.00 39.16 0.0001 45.31 12 36 0.00 154.79 0.0 0.0 4.633E +03 20085 100.00 55.30 44.69 0.0008 51.00 13 0 0.00 49.00 0.0 0.0 2.575E +04 20090 100.00 59.10 48.91 0.0005 51.81 13 0 0.00 48.19 0.0 0.0 6.467E +03 20100 100.00 58.50 50.79 0.0007 55.28 13 7 0.00 44.72 0.0 0.0 2.975E +05 20110 100.00 58.20 52.09 0.0007 55.53 13 11 0.00 44.47 010 0.0 4.691E +05 20120 100.00 58.00 52.51 0.0007 55.69 13 11 0.00 44.31 0.0 0.0 3.999E +05 20130 100.00 59.30 52.87 0.0006 55.75 13 10 0.00 44.25 0.0 0.0 1.459E +05 20140 100.00 62.20 54.24 0.0004 56.31 13 1 0.00 43.69 0.0 0.0 7.906E +03 20150 100.00 62.30 55.20 0.0006 58.56 12 56 0.00 41.44. 0.0 0.0 8.213E +04 1 0.0 0.0 lr!!.larlrfer111raarffrrw.w 100.00 100.00 59.17 0.0003 67.16 12 7 0.00 32.84 a. lralwl...rlflffrrrlr!lw.rrfrllf a J U N C .fl.rf lrf lf!!!!.!f!* T I O N fllr* S U M M A 1f. is ...lwlffr.aafl..iw.ff..!!.!!aa R Y S T A T I S T I C S r 0.0001 83.29 13 25 0.00 16.71 0.0 ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100 - YEAR /24 -HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100 - YEAR /24 -HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX NUMBER (FT) (FT) (FT) 2 CHANGE (FT) HR. MIN. ELEVATION -- - - - - -- --- - - - - -- ---- - - - - -- -- - - - - -- --- - - - - -- -- - - - - -- --- - - - - -- --- - - - - -- 50010 100.00 15.60 7.33 0.0006 12.19 12 49 - 0.00 FEET MAX. DEPTH IS BELOW GROUND ELEVATION ----------- MAXIMUM JUNCTION AREA (SQ.FT) 6.261E +04 2.522E +05 3.243E +05 6.235E +04 2.104E +04 3.180E +04 2.485E +04 6.921E +03 2.072E +05 1.641E +04 2.700E +05 6.245E ±02 4.907E +06 3.010E +05 6.565E +04 5.237E +04 5.142E +05 1.685E +05 6.891E +04 4.680E +04 2.592E +04 2.376E +04 6.311E +04 8.615E +04 5.285E +03 1.617E +05 1.829E +04 2.484E +05 1.849E +05 2.738E +05 2.016E +04 3.825E +04 3.626E +04 4.173E +04 3.617E +04 9.546E +03 1.279E +03 1.018E +06 2.392E +06 Q LU '^ > V 0 a LL1 LENGTH LENGTH MAXIMUM OF OF JUNCTION SURCHARGE FLOODING AREA (MIN) (MIN) (SQ -FT) --- - - - - -- -- - - - - -- -- - - - - -- 0.0 0.0 4.561E +04 I--- Z C LL CV d LU LL CQ LL O z0 CL UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. - ELEVATION ELEVATION ------------ (MIN) ---- ---- (MIN) -------- - ------ 20160 --------- 200.10 ---- ------ 200.00 -------- 55.99 - --- --- -------- 0.0000 58.78 --------- 13 2 ----- --- 0.00 141.32 0.0 0.0 20170 100.00 66.20 56.70 0.0006 61.35 13 12 0.00 38.65 0.0 0.0 20180 100.00 65.80 57.32 0.0006 61.35 13 12 0.00 38.65 0.0 0.0 20190 100.00 72.30 62.37 0.0004 65.23 11 56 0.00 34.77 0.0 0.0 20200 100.00 78.13 68.75 0.0005 72.24 12 0 0.00 27.76 0.0 0.0 20210 100.00 77.30 70.30 0.0007 73.96 12 0 0.00 26.04 0.0 0.0 20215 100.00 100.00 74.07 0.0002 77.31 12- 0 0.00 22.69 0.0 0.0 20220 100.00 90.40 82.07 0.0002 83.10 13 11 0.00 16.90 0.0 0.0 20230 100.00 100.00 82.71 0.0002 85.32 13 10 0.00 14.68 0.0 0.0 20240 100.00 91.50 84.63 0.0003 86.37 12 30 0.00 13.63 0.0 0.0 20242 100.00 100.00 85.60 0.0002 87.42 12 35 0.00 12.58 0.0 0.0 20245 200.10 200.00 85.26 0.0000 86.89 24 0 0.00 113.21 0.0 0.0 20250 100.00 100.00 85.45 0.0001 86.91 24 0 0.00 13.09 0.0 0.0 20255 100.00 100.00 , 86.37 0.0001 87.41 12 30 0.00 12.59 0.0 0.0 20260 200.10 200.00 86.21 0.0000 88.73 12 41 0.00 111.37 0.0 0.0 20262 100.00 91.40 86.22 0.0006 88.91 12 43 0.00 11.09 0.0 0.0 20270 100.00 100.00 86.79 0.0002 88.92 12 43 0.00 11.08 0.0 0.0 20280 100.00 100.00 94.02 0.0004 95.85 12 34 0.00 4.15 0.0 0.0 30010 100.00 50.60 37.82 0.0006 43.58 12 15 0.00 56.42 0.0 0.0 30020 100.00 49.30 40.35 0.0008 46.31 12 14 0.00 53.69 0.0 0.0 30030 100.00 52.70 43.45 0.0007 48.30 12 13 0.00 51.70 0.0 0.0 30040 100.00 58.90 44.13 0.0007 51.86 12 12 0.00 48.14 0.0 0.0 30050 100.00 59.00 47.58 0.0009 55.72 12 11 0.00 44.28 0.0 0.0 30060 100.00 59.50 50.36 0.0009 57.01 12 13 0.00 42.99 0.0 0.0 30070 200.10 200.00 52.78 0.0001 59.31 12 10 0.00 140.79 0.0 0.0 30075 100.00 100.00 55.44 0.0001 59.35 12 11 0.00 40.65 0.0 0.0 30080 200.10 200.00 55.83 0.0001 61.02 12 9 0.00 139.08 0.0 0.0 30090 100.00 68.50 56.23 0.0008 63.87 12 11 0 -.00 36.13 0.0 0.0 30100 100.00 100.00 59.17 0.0003 67.16 12 7 0.00 32.84 0.0 0.0 30120 100.00 100.00 81.76 0.0001 83.29 13 25 0.00 16.71 0.0 0:0 40010 100.00 55.00 44.77 0.0014 51.85 12 0 0.00 48.15 0.0 0.0 40030 200.10 200.00 46.39 0.0001 52.79 12 3 0.00 147.31 0.0 0.0 40040 100.00 54.30 48.68 0.0008 53.25 12 2 0.00 46.75 0.0 0.0 40050 100.00 56.10 49.28 0.0007 53.75 12 1 0.00 46.25 0.0 0.0 40060 100.00 56.20 49.52 0.0007 53.75 12 1 0.00 46.25 0.0 0.0 40070 200.10 200.00 50.46 0.0000 54.20 12 0 0.00 145.90 0.0 0.0 40080 100.00 62.10 52.44 0.0005 55.45 12 30 0.00 44.55 0.0 0.0 40090 100.00 100.00 54.96 0.0001 56.94 15 7. 0.00 43.06 0.0 0.0 40100 100.00 100.00 59.66 0.0000 60.89 23 41 0.00 39.11 0.0 0.0 1 * +fifafff rrf * *1ww.i.!!.r * * * ** ♦lf..f..* ** *.* ** *f..flff.lwal.l * J U N C T I O N S U M M A R Y S T A T I S T I C S ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100 - YEAR /24 -HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX NUMBER (FT) (FT) (FT) 2 CHANGE (FT) HR. MIN. ELEVATION -- - - - - -- --- - - - - -- ---- - - - - -- -- - - - - -- --- - - - - -- -- - - - - -- --- - - - - -- --- - - - - -- 50010 100.00 15.60 7.33 0.0006 12.19 12 49 - 0.00 FEET MAX. DEPTH IS BELOW GROUND ELEVATION ----------- MAXIMUM JUNCTION AREA (SQ.FT) 6.261E +04 2.522E +05 3.243E +05 6.235E +04 2.104E +04 3.180E +04 2.485E +04 6.921E +03 2.072E +05 1.641E +04 2.700E +05 6.245E ±02 4.907E +06 3.010E +05 6.565E +04 5.237E +04 5.142E +05 1.685E +05 6.891E +04 4.680E +04 2.592E +04 2.376E +04 6.311E +04 8.615E +04 5.285E +03 1.617E +05 1.829E +04 2.484E +05 1.849E +05 2.738E +05 2.016E +04 3.825E +04 3.626E +04 4.173E +04 3.617E +04 9.546E +03 1.279E +03 1.018E +06 2.392E +06 Q LU '^ > V 0 a LL1 LENGTH LENGTH MAXIMUM OF OF JUNCTION SURCHARGE FLOODING AREA (MIN) (MIN) (SQ -FT) --- - - - - -- -- - - - - -- -- - - - - -- 0.0 0.0 4.561E +04 I--- Z C LL CV d LU LL CQ LL O z0 CL �p- b b d Lln ORIGINAL RECEIVED K IAR 02 2001 PLANNING DEPARTMENT CITY OF CLEARWATER I/ ME AfB - ASTATULA FINE SAND As - ASTATULA FINE SAND PdB - PAOLA FINE SAND SfB - ST. LUCIE FINE SAND Rd I— W SCALE: Irl= 200' W (r Cn � � Q Z W N UNION STREET �t 0 w LU APPENf ELLER, BOYD & ZARRA, INC. REGENCY OAKS RETIREMENT CENTER ; t;,,f;rtccrin�andsunc;(ng PRE DEVELOPED -SOIL TYPES 216ssunny( wcBlvd. . suit cD.ClcanNalcr.rlorlda33575 AND A R E A S (813)446.2400 •(613)446.2524 0(813)446.2703 k_ Z U, L k s iJJ E V U C QZ �I J A 11 l APPENDIX E } rm f -� W W ® CV om ZQ 5CL Double Rin Infiltration Test 9 VEST NO. 2 SOB NO.: L871052 -DATE: 11/13/89 1 CLIENT: Johnson - Simons, c/o Appenzeller, Boyd & Zarra PROJECT: Regency Oaks Retirement Center LOCATION: See Sketch TEST DEPTH: 3.0' - OUTER CYL. DIAM.: 3611 INNER CYL. DIAM.: 12" DESCRIPTION OF SOIL AT TEST DEPTH: Tan fine SAND DEPTH OF GROUNDWATER BELOW TEST DEPTH: Below 7.0' I LJ � 030 x I H w H X20 2 r, 0 H H10 w H INFILTRATION RATE: 24.6 IN /HR . : Z W 2 LMZLM cC=vr y Z Z 3 CL. 0 i 2 3 4 5 - 6. 7 JELAPSED TIME OF INFILTRATION^' HOURS TEST PROCEDURE: The test was conducted in general accordance with D 3385 -75. -� A seven (7) inch hydraulic head was utilized. The'infiltration ` rate.was determined CD at selected time intervals by recording the time for a 1 inch drop in the water level. ' The seven (7) inch head was then re- established until the next test interval. .The test was continued (minim 4 hours) until stability was achieved and the infiltration O mu rate did not vary in excess of 5% between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. The plotted infiltration rate above represents the average of all observations during each hour interval. D TECHNICIAN C. Newland REVIEWED BY:�� nn ■■inn ■fin ®■■n®■nn■■�■nn ®®n ■nn■� �■ ■nn �n ■■mn■n■■■nnn■n■n■n■■■■■n ■ n■ nn ■n■ ■ ■® ®■■nW W nnn■n n®� - ■n■n■Bn ®® ■nn nnnn nnnn■■■n■� ■n■ ®nm■nn�® ®nm ■■man nn® nnn®■nn �® �® nn ■® ■n■na ■ ®■■nnnan■ n■n® n■nan®■an ■■n■a■an■■■an n _ nn■n ® ®■nn �nn �� ®n®n■n®■■n■nnna mm�■n■n■ Z W 2 LMZLM cC=vr y Z Z 3 CL. 0 i 2 3 4 5 - 6. 7 JELAPSED TIME OF INFILTRATION^' HOURS TEST PROCEDURE: The test was conducted in general accordance with D 3385 -75. -� A seven (7) inch hydraulic head was utilized. The'infiltration ` rate.was determined CD at selected time intervals by recording the time for a 1 inch drop in the water level. ' The seven (7) inch head was then re- established until the next test interval. .The test was continued (minim 4 hours) until stability was achieved and the infiltration O mu rate did not vary in excess of 5% between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. The plotted infiltration rate above represents the average of all observations during each hour interval. D TECHNICIAN C. Newland REVIEWED BY:�� APPENDIX F 51:= W W 0 LU Z0 m cri Fl- o 0 nl CN (N rq Q0 0 cr) u 0 ORIGINAL < u RECEIVED 0 MAR 02 2007 0- PLANNING DEPARTMENT 0-01 CITY OF CLEARWATER APPENDIX G ORIGINAL RECEIVED MAR 02 2007 PUNNING DEPARTMENT CITY OF CLEARWATER PROJECT NAME: REGENCY OAKS PROJECT NO.: 632 PROPOSED CN CALCULATIONS FOR BASIN 100 TOTAL DRAINAGE AREA= 250,093 SF 5.74 AC IMP. AREA= 121,350 SF OF IMP. AREA @ CN = 98 POND AREA= 18,782 SF OF POND AREA @ CN = 100 PERV. AREA= 109,961 SF OF PERV. AREA @ CN = 53 (PAOLA AND ST. LUCIE FINE SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) CN = 78.4 T.O.C. = 17 MINUTES CN CALCULATIONS FOR BASIN 200 TOTAL DRAINAGE AREA= 432,622 SF 9.93 AC IMP. AREA= 155,556 SF OF IMP. AREA @ CN = 98 POND AREA= 44,582 SF OF POND AREA @ CN = 100 PERV. AREA= 232,484 SF OF PERV. AREA @ CN = 53 (PAOLA AND ST. LUCIE FINE SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) CN = 74.0 T.O.C. = 20 MINUTES CN CALCULATIONS FOR BASIN 300 TOTAL DRAINAGE AREA= 280,616 SF 6.44 AC IMP. AREA= 127,630 SF OF IMP. AREA @ CN = 98 POND AREA= 68,700 SF OF POND AREA @ CN = 100 PERV. AREA= 84,286 SF OF PERV. AREA @ CN = 53 (PAOLA AND ST. LUCIE FINE SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) CN = 85.0 T.O.C. = 1 10 MINUTES CN CALCULATIONS FOR BASIN 350 TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= (PAOLA AND ST. LUCIE FINE CN = 67.3 665,785 SF 15.28 AC 183,279 SF OF IMP. AREA @ CN = 98 26,504 SF OF POND AREA @ CN = 100 456,002 SF OF PERV. AREA @ CN = 53 SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) T.O.C. = 24 MINUTES ORIGINAL RECEIVED MAR 02 200; PLANNING DEPARTMENT' CITY OF CLEARWATER APPENDIX H ORIGINAL RECEIVED MAR 02 200; PLANNING DEFARrM04T CITY OF Ci FAInVl_ COMP. BY: K CHK. BY DATE SHEET NO: JOB NO. : 0.03 -01.►-L WORKSHEET FOR COMPUTING TIME OF CONCENTRATION BASIN /00 Pr-e-Devblopment. Average Slope of Terrain W: Ft, (elev. 96) Ft. (length) o I. j Overland Flow Velocities for.V.arious..Land Use Types (See sheet 3) (Fig. 5-19 D.O.,T. Drainage Manual, .paste 90 of 98 For: STo�P,Cja F. P.M.. Velocity Method Ft, 4- Tc Li 5c-: 4-z- Post Development 15 Min. plus Length of,p ipe divided by 2.5 f.p.s.• divided by 60J seconds per min. Length = -Z 4-`j T C = /Co, G(al U M ORIGINAL RECEIVED VAR 0 2 2007 PLANNING DEPARTIVIENT CITY OF CLEARW,,. l COMP. BY: t CHK.BY DATE SHEET NO: ¢S� JOB. NO. : 0G 3 -o 1.1 Z f Jiov 13 1990 SO Post Development RR0 - TAMPA 15 Min. plus Length of pipe divided by 2.5 f.p.s. ivided by seconds per min. Length = Co5 I Tc a- 4 ORIGINAL RECENED [f,AR 02 200 PLANNING DEPARiiVIENT CITY OF CLEARWATEP IrTo OAKS P�lre��r�N7 N %rz JJWORKSHEET FOR COMPUTING TIME OF CONCENTRATION BASIN i� Pre- Deve.lopment. Average Slope of Terrain (96) ; Ft. (e.lev.) (°I 55..51 = (Z,I 96) Ft. (length)' 14 o Overland Flow Velociti.es,..f.or yarious..Land.Use Types (See sheet 3) (Fier. 5 -19 D.O.T. Drainage Manual,. page. 90 of 98 For. woof -E� �o ��/ �.��o�/�C� _ ( 3 Ca F.-P. M.. ) Velocity Method Tc' ySE 4Z !' � •f 9 C. a h �n f Jiov 13 1990 SO Post Development RR0 - TAMPA 15 Min. plus Length of pipe divided by 2.5 f.p.s. ivided by seconds per min. Length = Co5 I Tc a- 4 ORIGINAL RECENED [f,AR 02 200 PLANNING DEPARiiVIENT CITY OF CLEARWATEP IrTo l COMP. BY: V CHK.BY DATE�v'iz�l -s� SHEET NO: ¢q-. JOB NO. : c�3 -oI,IZ Post Development 15 Min. plus length of "Pipe divided by 2.5 f.p.s.- divided by 60] I seconds per min. Length �J 4 ORIGINAL J RECEIVED MAR, 0 2 200 PLKNNING DEPARTMENT CITY OF CLEARWATER /A 5 OAKS N / re:< WORKSHEET FOR COMPUTING TIME OF CONCENTRATION BASIN /oo , i Pre- Developmen t Average Slope of Terrain (96) : Ft. (elev.) (91 - S` 1 _ (Z,I\ %) Ft. (length) 14go Overland Flow'Velocities for Various.Land Use. Types (See sheet 3) (Fig 5 -19 D.O.T. Drainage Manual, paae 90 of 98 J For: 3Cn F. P.M.. ) Velocity Method l�l ( o Ft.) = ¢1,3.9 Tc c4 5e: 4-?-� i� .P.M. ) Post Development 15 Min. plus length of "Pipe divided by 2.5 f.p.s.- divided by 60] I seconds per min. Length �J 4 ORIGINAL J RECEIVED MAR, 0 2 200 PLKNNING DEPARTMENT CITY OF CLEARWATER /A 5 APPENDIX I ORIGINAL RECEIVED MAR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER � [- [A � | `-' V \u -' i - SCS UNIT HYDRr"RAPH PACKAGE SC87139 VER 1.01 (C) Copyright 3841 R. D. Ghioto . ^ REGENCY OAKS RETIREMENT CENTER 25YR PREDEVELOPMENT� BASI| 100 BASIN INPUT DATA BASIN AREA 39.53 Z ACRES SCS CURVE NUMBER 53.00n^ INITIAL ABSTRACTION 1,77 INCHES TIME OF CONCENTRATION 43.00' MINUTES Scs SHAPE FACTOR a5S- OUTPUT SUMMARY STORM RAINFALL 9.75' INCHES STORM DURATION 24.06^ HOURS TOTAL RUNOFF 3.69 INCHES 'PEAK RUNOFF RATE 3063 rFS TIME OF PEAK 12.60 HOURS UNIT GRAPH VOLUME 0.98 INCHES REFERENCE FILES INPUT DATA G:R025PRE.DAT OUTPUT TO DISK R025PRE RAINFALL DISTRIBUTION G:TYPE2M.RAI~ UNIT HYDROGRAPH UNIT1.UHG- u ORIGINAL RECEIVED 0 O8� ~ � � � �*p "-~' PLANNING UE9ARTMENT CITY OF CLEARWATER �D[l��|�/h]h/ / ��k \/�\{\J|!xr1L b b d ORIGINAL RECEIVED K'A' R 02 2007 PUNNING LAPART>VIENT CITY OF CLEARWATER 0632 - Regency Oaks 02/26/07 Interconnectivity D Nodes A Stage /Area V Stage /volume T Time /Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe j W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach ram T:GWSINK10 R:L- PERC10 A ;POND10 U:BASIN100 R:L- PERC20 \ j D:OUTFALL10 1 A:POND20 U:BASIN200 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. d31ftW310 30 -1110 1N3W12Pd W ONINNVld LOOZ Z 0 1 -. i ...... W:WEIR35 A:POND30 U:BASIN300 03N13038 MOW R:L- PERC35 0632 - Regency Oaks 02/26/07 Max Post Development Conditions for 10yr /24hr, 25yr /24hr and 100yr /24hr Design Storms Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs POND10 BASE 010 12.59 82.191 83.000 0.0050 18640 12.08 15.788 12.59 9.590 POND20 BASE 010 13.29 71.661 73.000 0.0045 38712 12.25 27.248 13.29 11.456 POND30 BASE 010 13.78 76.608 78.000 - 0.0042 64449 12.08 26.349 13.78 9.631 POND35 BASE 010 12.97 78.726 80.000 0.0050 29484 12.25 26.387 12.97 13.871 POND10 BASE 025 12.57 82.490 83.000 0.0050 19623 12.08 20.153 12.57 12.493 POND20 BASE 025 13.21 72.170 73.000 0.0046 40935 12.24 36.184 13.21 16.529 POND30 BASE 025 13.91 77.122 78.000 - 0.0042 68557 12.08 33.847 13.91 12.701 POND35 BASE 025 12.92 79.290 80.000 0.0050 30990 12.17 35.542 12.92 19.191 POND10 BASE 100 12.37 82.808 83.000 0.0050 20670 12..08 28.922 12.37 23.067 POND20 BASE 100 12.79 72.895 73.000 0.0047 44101 12.28 59.653 12.79 35.545 POND30 BASE 100 13.12 77.877 78.000 - 0.0041 74595 12.49 55.332 13.12 28.769 POND35 BASE 100 12.58 79.910 80.000 0.0050 32647 12.17 54.829 12.57 41.762 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. p Page 1 of 1 Z ix w ut u�a ED C%2 0 f4 U 0 0 z� Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. p Page 1 of 1 0632 - Regency Oaks 02/26/07 ICPR Input Basins Name: BASIN100 Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 5.740 Curve Number: 78.40 DCIA( %): 0.00 Node: POND10 Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 17.00_ Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: BASIN200 Node: POND20 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 9.930 Curve Number: 74.00 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 20.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: BASIN300 Node: POND30 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 6.440 Curve Number: 85.00 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 --------------------------------------------------- ------------------------------------------------ Name: BASIN350 Node: POND35 Status:_ Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 24.00 ORIGINAL RECEIVED • Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. MAR Q 2 2007 Page 1 of 12 PYANNING DEPARIWNT CITY OF CLEARW TER 0632 - Regency Oaks 02/26/07 ICPR Input Area(ac): 15.280 Time Shift(hrs): 0.00 Curve Number: 67.30 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Nodes Name: GWSINK10 Group: BASE Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 78.500 999.00 78.500 Base Flow(cfs): 0.000 Init Stage(ft): 78.500 Warn Stage(ft): 81.000 ----------------------------------------------------------------------------------------- Name: GWSINK20 Base Flow(cfs): 0.000 Init Stage(ft): 68.200 Group: BASE 'Warn Stage(ft): 69.700 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 68.200 999.00 68.200 ------------------------------------------------------------------------------------------ Name: GWSINK30 Base Flow(cfs): 0.000 Init Stage(ft): 73.000 Group: BASE Warn Stage(ft): 75.700 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 73.000 999.00 73.000 ------------------------------------------------------------------------------------------ Name: GWSINK35 Base Flow(cfs): 0.000 Init Stage(ft): 76.500 Group: BASE Warn Stage(ft): 77.000 Type: Time /Stage Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. ORIGINAL RECEIVED MAR 02 2007 Page 2 of 12 PLANNING DEPARTIVIEN! CITY OF CLEARWATEP, 0632 - Regency Oaks 02/26/07 ICPR Input Time(hrs) Stage(ft) 0.00 76.500 999.00 76.500 ------------------- ------- - - - - -- Name: POND10 Base Flow(cfs): 0.000 Init Stage(ft): 81.000 Group: BASE Warn Stage(ft): 83.000 Type: Stage /Area Stage(ft) Area(ac) --------- - - - - -- --------------- 81.000 0.3380 83.000 0.4890 Name: POND20 Base Flow(cfs): 0.000 Init Stage(ft): 69.700 Group: BASE Warn Stage(ft): 73.000 Type: Stage /Area Stage(ft) Area(ac) --------------- --- =----------- 69.700 0.6920 73.000 1.0230 - - - -- - - - - - -- Name: POND30 Base Flow(cfs): 0.000 Init Stage(ft): 75.700 Group: BASE Warn Stage(ft): 78.000 Type: Stage /Area Stage(ft) Area(ac) --------- - - - - -- --------------- 75.700 1.3130 78.000 1.7350 Name: POND35 Base Flow(cfs): 0.000 Init Stage(ft): 77.000 Group: BASE Warn Stage(ft): 80.000 Type: Stage /Area ORIGINAL RECEIVED MAR o9 2907 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. PLANNING 7�Prt F 1; !S ii Page 3 of 12 CITY OF CLEAPIJG %F 3 P. 0632 - Regency Oaks 02/26/07 ICPR Input Stage(ft) Area(ac) --------- - - - - -- --------------- 77.000 0.5710 80.000 0.7550 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Name: POSTDEV Base Flow(cfs): 0.000 Init Stage(ft): 66.400 Group: BASE Warn Stage(ft): 0.000 Type: Time /Stage Time(hrs) Stage(ft) --------- -- - - -- --------------- 0.00 66.400 999.00 66.400 ------------------------- ___= Operating Tables Name: PERC10 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------- - - - - -- --------- - - - - -- 81.000 2.10 82.000 2.57 83.000 3.03 Name: PERC20 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) 69.700 4.29 70.000 4.48 71.000 5.10 72.000 5.72 73.000 6.35 Name: PERC30 Group: BASE ORIGINAL RECEIVED MAR 02 2007 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. MANNING DEPARTMENT Page 4 of 12 CITY OF CLEARWATER 0632 - Regency Oaks 02/26/07 ICPR Input Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------- - - - - -- --------------- 75.700 8.14 76.000 8.49 77.000 9.62 78.000 10.76 ------------------------------------------------------------------------------------------ Name: PERC35 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge -US Stage(ft) Discharge(cfs) --------- - - - - -- --------------- 77.000 3.54 78.000 3.92 79.000 4.30 80.000 4.68 Drop Structures Name: OUTFALL10 From Node: POND10 Length(ft): 292.00 Group: BASE To Node: POND20 Count:.l UPSTREAM DOWNSTREAM Friction Equation:.Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.000 Invert(ft): 75.000 68.950 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ORIGINAL RECEIVED VIAR 02 2007 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. PLANNING DEPARTMENT CITY OF CLEARWATER Page 5 of 12 0632 - Regency Oaks 02/26/07 ICPR Input * ** Weir 1 of 2 for Drop Structure OUTFALL10 * ** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 20.00 Rise(in): 18.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 * ** Weir 2 of 2 for Drop Structure OUTFALL10 * ** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 37.00 Rise(in): 48.00 Invert(ft): 81.000 Control Elev(ft): 81.000 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 82.500 Control Elev(ft): 82.500 TABLE TABLE ---------------------------------------------------------------------------------------------------- Name: OUTFALL20 From Node: POND20 Length(ft): 43.00 Group: BASE To Node: POSTDEV Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.000 Invert(ft): 66.090 66.400 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc'or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall * ** Weir 1 of 2 for Drop Structure OUTFALL20 * ** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 37.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 72.500 TABLE ORIGINA . RECE«EP � LUU 1 ,.,�� • Interconnected Channel and Pond Routing Model (ICPR) © t (} 2002 Streamline Technologies, Inc. Page 6 of 12 PLANNING DEPARTMEN 1 CITY OF CLEARWATER 0632 - Regency Oaks 02/26/07 ICPR Input Rise(in): 48.00 Control Elev(ft): 72.500 * ** Weir 2 of 2 for Drop Structure OUTFALL20 * ** * ** Weir 1 of 2 for Drop Structure OUTFALL30 * ** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 18.00 Rise(in): 13.20 ) Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 76.400 Control Elev(ft): 76.400 TABLE * ** Weir 2 of 2 for Drop Structure OUTFALL30 * ** ORIGINAL Count: 1 Bottom Clip(in) 0.000 TABLE RECEIVED Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 �iA R 02 2007 Geometry: Rectangular Orifice Disc Coef: 0.600 PLANNING DEPARTMENT ell $-.% m.... , - - Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 7 of 12 TABLE Count: 1' Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc-Coef! 0.6 Span(in): 20.40 Invert(ft): 70.600 Rise(in): 22.80 [Control Elev(ft): 70.600 ---------------------------------------------------------------------------------------------------- Name: OUTFALL30 From Node: POND30 Length(ft): 45.00 Group: BASE To Node: POSTDEV Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.000 Invert(ft): 72.180 66.400 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall * ** Weir 1 of 2 for Drop Structure OUTFALL30 * ** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 18.00 Rise(in): 13.20 ) Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 76.400 Control Elev(ft): 76.400 TABLE * ** Weir 2 of 2 for Drop Structure OUTFALL30 * ** ORIGINAL Count: 1 Bottom Clip(in) 0.000 TABLE RECEIVED Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 �iA R 02 2007 Geometry: Rectangular Orifice Disc Coef: 0.600 PLANNING DEPARTMENT ell $-.% m.... , - - Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 7 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Span(in): 37.00 Rise(in): 48.00 Invert(ft): 77.500 Control Elev(ft):, 77.500 Weirs ----- --------- - - - - -- Name: OVERFLOW35 From Node: POND35 Group: BASE To Node: POND30 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 240.00 Rise(in): 6.00 Invert(ft): 79.500 Control Elevation(ft): 79.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: WEIR35 From Node: POND35 Group: BASE To Node: POND30 Flow: Both Count: 1 Type.: Vertical: Mavis Geometry: Rectangular Span(in): 16.00 Rise(in): 30.00 Invert(ft): 77.000 Control Elevation(ft): 77.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Rating Curves Name: L- PERC10 From Node: POND10 Group: BASE To Node: GWSINK10 Count: 1 Flow: Both Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. ORIGINAL RECEIVED Page 8 of 12 PLANNING DEPARTMENT CITY OF CLEARWATER 0632 - Regency Oaks 02/26/07 ICPR Input Name: 010 ORIGINAL RECEIVED ` • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Stream htAA V &.. Pa e 9 of 12 Page Streamline Technologies, Inc. PLANNING DEPARTMENT CITY OF CLEARWATER TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERC10 81.010 81.010 42: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 -----------------------------------------------------------------=---------------------------------- Name: L- PERC20 From Node: POND20 Count: 1 . Group: BASE To Node: GWSINK20 Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERC20 69.710 69.710 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 Name: L- PERC30 From Node: POND30 Count: 1 Group: BASE To Node: GWSINK30 Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERC30 75.710 75.710 42: 0.000 0.000 • #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: L- PERC35 From Node: POND35 Count: 1 Group: BASE To Node: GWSINK35 Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERC35 77.010 77.010 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 Hydrology Simulations Name: 010 ORIGINAL RECEIVED ` • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Stream htAA V &.. Pa e 9 of 12 Page Streamline Technologies, Inc. PLANNING DEPARTMENT CITY OF CLEARWATER 0632 - Regency Oaks 02/26/07 ICPR Input Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \010.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 7.50 Time(hrs) Print Inc(min) -------- - - - - - -- --------------- 30.000 5.00 Name: 025 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \025.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \0100.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 12.00 Time(hrs) Print Inc(min) 30.000 5.00 -------------------------------- - - - - -- - ___= Routing Simulations Name: 010 Hydrology Sim: 010 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \010.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Delta Z Factor: 0.00500 End Time(hrs): 30.00 ORIGINAL RECEIVED o Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. VAR o2 2007 Page 10 of 12 PLANNING DEPARTIVIEW CITY OF OI.EARWATEM% 0632 - Regency Oaks 02/26/07 ICPR Input Min Calc Time(sec): 0.5000 Boundary Stages: Max Calc Time(sec): 60.0000 Boundary Flows: Time(hrs) Print Inc(min) --------- - - - - -- --------------- 50.000 15.000 Group Run --------- - - - - -- - - - -- BASE Yes Name: 025 Hydrology Sim: 025 Filename: X:\2006-AutoCAD Projects \0632 - (Regency Oaks) \Drainage \025.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------- - - -- -- --------------- 50.000 15.000 Group Run BASE Yes -- --- - - - - -- Name: 100 Hydrology Sim: 100 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \100.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: ORIGINAL RECEIVED VIAR 0 2 2007 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. PLANNING DEPARTMENT Page 11 of 12 CITY OF CLEARWATER 0632 - Regency Oaks 02/26/07 ICPR Input Time(hrs) Print Inc(min) --------- - - - - -- ------- - ------- 50.000 15.000 Group Run --------- - - - - -- - - - -- BASE Yes ------------------- - - - - -- - Boundary Conditions Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. ORIGINAL RECEIVED �tkR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Page 12 of 12 -0 oZ mm �z ,� o � Cif o �� APPENDIX K ' 1 v PROJECT NAME: PROJECT NO.: REGENCY OAKS 632 PROPOSED POND 10 STAGE STORAGE DATA: TOP .EL.= D.H.W. EL= BOTTOM EL.= STAGE ft -NGVD AREA SF AREA AC STORAGE FT ^3 83.00 21,292 o z 35,835 ;;; a 20,473 0.470 Gf 82.50 19,655 0.451 25,710 r 18,836 mm 20,935 82.00 �z 0.414 16,353 PROJECT NAME: PROJECT NO.: REGENCY OAKS 632 PROPOSED POND 10 STAGE STORAGE DATA: TOP .EL.= D.H.W. EL= BOTTOM EL.= STAGE ft -NGVD AREA SF AREA AC STORAGE FT ^3 83.00 21,292 0.489 35,835 82.75 20,473 0.470 30,677 82.50 19,655 0.451 25,710 82.25 18,836 0.432 20,935 82.00 18,018 0.414 16,353 81.95 17,854 0.410 15,460 81.70 17,035 0.391 11,113 81.50 16,380 0.376 7,777 81.00 14,743 0.338 off PROPOSED POND 20 STAGE STORAGE DATA: TOP EL.= D.H.W. EL= W.Q. EL= BOTTOM EL.= STAGE ft -NGVD AREA SF AREA AC STORAGE AC -FT 73.00 44,582 1.023 122,515 72.91 44,199 1.015 118,687 72.50 42,394 0.973 101,059 72.83 43,816 1.006 114,890 72.41 42,011 0.964 97,408 72.00 40,205 0.923 80,618 70.60 34,078 0.782 28,880 70.11 31,944 0.733 12,803 69.70 30,139 0.692 ON PROPOSED POND 30 STAGE STORAGE DATA: TOP EL.= D.H.W. EL= STAGE ft -NGVD AREA SF AREA AC STORAGE AC -FT 78.00 75,593 1.735 152,225 77.79 73,894 1.696 136,461 77.50 71,595 1.644 115,676 77.58 72,195 1.657 121,038 77.29 69,896 1.605 100,717 77.001 67,597 1.5521 81,026 W.Q. EL= BOTTOM EL.= 76.40 62,800 1.442 41,986 75.99 59,502 1.366 16,775 75.70 57,203 1.313 0 PROPOSED POND 35 STAGE STORAGE DATA: TOP EL.= D.H.W. EL= STAGE ft -NGVD AREA SF AREA AC STORAGE AC -FT 80.00 32,872 0.755 86,360 �0 nz 0.747 �W 0 o 63 0 � 32,207 r �g v m� 31,208 0.716 66,470 79.00 30,210 0.694 m tars ;a Z 77.75 26,883 STAGE ft -NGVD AREA SF AREA AC STORAGE AC -FT 80.00 32,872 0.755 86,360 79.88 32,539 0.747 82,303 79.50 31,541 0.724 70,370 79.75 32,207 0.739 78,286 79.38 31,208 0.716 66,470 79.00 30,210 0.694 55,010 77.75 26,883 0.617 19,408 77.38 25,884 0.594 9,519 77.00 24,886 0.571 0 PREPARED BY AND RETURN TO: oan M. Vecchioli, Esq. ohnson, Blakely, Pope, Bokor, Ruppel & Burns, P.A 911 Chestnut Street Clearwater, Florida 33756 03-046792 FEB— 5-2003 3;37AM SPECIAL WA ONTY.BEED PINELLAS CO Sk 12517 PG 2018 ' : t ... I IIlIII VIII (III illll VIII VIII VIII VIII Ill1 fill THIS INDENTURE made this ad' 2003, between I ,ay of CLEARWATER LAND COMPANY, a Ffco_rid_ao o-rpo ration whose post office address is: 18167 U.S. Highway 19 N., Suite 660, Clearwater, Florida 33764 and REGENCY OAKS, LLC, a DeIawi.4--jjmif6.d liability company ("Grantee"), whose post . : h office address is: c/o SHP Senior-%HoErsinig Fund, LLC, 630 Fifth Avenue, 29t Floor, New York, New York 10111. WITNESSETH, that the ' s�eiO G - iantor, for and in consideration of the sum of Ten :� " "' valuable consideration in hand paid, the receipt Dollars ($10.00) and other gpdd.,en va whereof is hereby ackodW ' [e'daed., . has granted, bargained, sold, aliened, remised, released, conveyed and obnfift. ed, and by these presents cloth grant, bargain, sell, alien, remise, release.., ( oiivey and confirm unto the said Grantee, and its successors and assigns forever certain interest in land lying and being in the County of Pinellas, State of Florida, rnpre particularly described as follows: See...Exh[bit "A" attached hereto and incorporated herein. S UlBj CT�'to applicable land use and zoning restrictions and to easements, reservations and restrictions identified on Exhibit T" `aitto-ched hereto which are specifically not reimposed or extended :'`herby, y, and to taxes for the year 2003 and subsequent years. rtC1ErHER with all the tenements, hereditaments and appurtenances, with O every-... p.a.vil eg_e, right, title, interest and estate, reversion, remainder and easement there'to •elon-ding or in anywise appertaining (all of the foregoing together with the are hereinafter collectively referred to as the "Property"). ;TFTe, parcel numbers for the aforedescribed Property are 05129/16/00000/21010000, '05.1 'qh800000/21 0/0100 and 05/29/16/00000/210/0200. The tax identification number for the Grantee is �ARLEEN F. DE DI_Aft�.�p EQUIRT PINELLAS COUNTY, L, 11 4CI94018 02 -05 -2J F 51 DED-REGPICY OAKS LLC 0 0(000 10:030467'2 W:125517 GPG'.2018 EPG.,2029 RECORDN 012 PAGES 1 $191.50 MC STAMP - DR219 3 $1130,193.60 PIC------- TOTAL: $1138,249.10 roTAt CHECK AMT.T111DUED: $180,249.10 CHANGE* COO BY D90 CLERK 03-046792 FEB— 5-2003 3;37AM SPECIAL WA ONTY.BEED PINELLAS CO Sk 12517 PG 2018 ' : t ... I IIlIII VIII (III illll VIII VIII VIII VIII Ill1 fill THIS INDENTURE made this ad' 2003, between I ,ay of CLEARWATER LAND COMPANY, a Ffco_rid_ao o-rpo ration whose post office address is: 18167 U.S. Highway 19 N., Suite 660, Clearwater, Florida 33764 and REGENCY OAKS, LLC, a DeIawi.4--jjmif6.d liability company ("Grantee"), whose post . : h office address is: c/o SHP Senior-%HoErsinig Fund, LLC, 630 Fifth Avenue, 29t Floor, New York, New York 10111. WITNESSETH, that the ' s�eiO G - iantor, for and in consideration of the sum of Ten :� " "' valuable consideration in hand paid, the receipt Dollars ($10.00) and other gpdd.,en va whereof is hereby ackodW ' [e'daed., . has granted, bargained, sold, aliened, remised, released, conveyed and obnfift. ed, and by these presents cloth grant, bargain, sell, alien, remise, release.., ( oiivey and confirm unto the said Grantee, and its successors and assigns forever certain interest in land lying and being in the County of Pinellas, State of Florida, rnpre particularly described as follows: See...Exh[bit "A" attached hereto and incorporated herein. S UlBj CT�'to applicable land use and zoning restrictions and to easements, reservations and restrictions identified on Exhibit T" `aitto-ched hereto which are specifically not reimposed or extended :'`herby, y, and to taxes for the year 2003 and subsequent years. rtC1ErHER with all the tenements, hereditaments and appurtenances, with O every-... p.a.vil eg_e, right, title, interest and estate, reversion, remainder and easement there'to •elon-ding or in anywise appertaining (all of the foregoing together with the are hereinafter collectively referred to as the "Property"). ;TFTe, parcel numbers for the aforedescribed Property are 05129/16/00000/21010000, '05.1 'qh800000/21 0/0100 and 05/29/16/00000/210/0200. The tax identification number for the Grantee is F P 1NELLPS COUNTY F'LA , PC 2019 TO HAVE AND TO HOLD the same in fee simple46rpver. And the said Grantor does hereby fully warre'rit. -the title to said Property, and will defend the same against the lawful claims of all ,•Odr'sor s claiming by, through or under the Grantor, but against none other. IN WITNESS WHEREOF, the said Graritor`'has caused these presents to be signed the day and year above written. Signed, Sealed and Delivered :.QLEARWATER LAND COMPANY in our presence ': :+ Florida corporati f T gignature R. Kelley Johnson Sloan M. VecchioH As: President Print Name Signature Print Name STATE OF FLOWDA ;• .1 COUNTY OF PlI.LLAS' ) The instrument was acknowledged before me this is C �— day of ,.foregQin"O ` , -., .4 -03", by R. Kelley Johnson, as President of CLEARWATER LAND COMPANY,'-.- • r Iofida corporation, on behalf of the corporation. He impersonally known td -me of has produced as identification. Notary Public Print 12k name: 0 My commission expires: :- BONNIE l PoOH #284$93.x1 Johnson Ezell /Regency /A/Deed Rr MY COMMISSION p DD 063493 'y EXPIRES: October 19, 2005 f,11„ 8a3ed Thu Ndary Pub c UN dWA t s F { Exhibit "A" \ PlNELLPS COUNTY FLA. DFF.REC.BK 12517 PG 2080 TRACT A: j Being a portion of the Northeast 1/4 of the Northwest,1/4`bf " -,Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being more pa�rtir .0�aTly`i�escribecl as follows: COMMENCE a1 the Southeast corner of themo thence N. 89 degrees 39' 20" W., along the Sout� Ae d tlie Northeast 1/4 of the Northwest 1/4 of said Section 5, for 33.00 feet to the POINT GF.18�GNMNG; thence continue N. 89 degrees 39' 20" W., along said South line and along the I 1�0 ' �e�kbo6ndary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION f 1RST.ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and 13'14�..80.6k 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 131f.'-105 feet--to the Northwest corner of aforesaid plat of THE ELKS; thenc6 N. 00 degrees 48' 56" E., alo'hig"'the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5,. for 1336.20 feet to the Southwest corner of the plat of LAKE CHAUTAUQUA ESTATES, as recorded" i� .,Plat Rook 90, page 22, of the Public Records of Pinellas County, Florida; thence S. 89 deg alone the North line of the Northeast 1/4 of the Northwest 1/4 of said Section 5 (�,�lng -the bas'is or bearings of this- description), same also being the South boundary line of aforesaid"1--AK.E.-..C�iAUTAUQUA ESTATES, for 630.00 feet to the point of intersection with the Westerly ri p.-wayline of 2"D STREET EAST� thence S. 00 degrees 02' 32" W., along said Westerly rig ht7of-waylirl�"for 30.00 feet; thence S. 89 degrees 42' 36" E., along the south right-of-way line of �11�. 5TREET EAST, and along a line 30.00 feet South of and parallel to the North line of the No4�ast`O " .4, of the Northwest 1/4 of said Section 5, for 670.63 feet to the West right-of-way line". o , f 'Sd , We �Ead; thence S. 00 degrees 22' 34" W., along a said West line and along a line 33.00 f6et.-V�e ; sf,�f-�nd parallel to the East line of the Northeast 1/4 of the Northwest 1/4 of said S�cti;on 5, for 1307.39 feet to the POINT OF BEGINNING. LESS AND EXCEPT THER1ErRO.M,;THE FOLLOWING (TO BE KNOWN AS TRACT B): COMMENCE at the S66�h&ast`corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N. 89 de6ree6: 39' W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Sectiorj-,5-'also�eing the northerly boundary lines of ROBTNWOOD SuBuIvISIu Book, 52, page 99, `Plae-800k 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records, of Pfmella� County, Florida, for 1015.80 feet to the POINT OF BEGINNING, thence continue N. 89 degrees 39' 20" W., for 3128,25 feet to the Northwest corner of aforesaid'plat ELKS; thence N, 00 degrees e8' :56" E., along the West line of the Northeast 1/4 of the ..Nofthvyest 1/4 of said Section 5, for 337.03 reet; thence N. 37 degrees 22' 44" E., for ~' .~.. -. degrees -- -- —'_ _--- feet; ` —_--_ 44 --~r--__- -- _. S. 33 degrees 40' 06" E.' for 80.61 feet; thence S. 44 degrees 16' 55~ E.' for thence S. Z@ degrees 42' 43^ E, for 45.96 feet; thence S. 14 degrees 10' 34^ E, for �hence S. 63 degrees 33' 50" W,, for 19.88 feet; thence N. 29 degrees 31' 38~ VV., hor � thence S. 47 degrees 45' 44'' W., for�2O.]0 feet to the POINT OF BEGINNING. ` �`. / / ``-~/ too EXHIBIT. "B" P INELLRS COUNTY FL.R , EXCEPTIONS OFF BK 12517 PG 2021 1. Easement in favor of City of Clearwater contained in instrument recorded November 21, 1979 in Official Records Book 46, Page 839. 2. Easement in favor of City of C lea rwater:,con6ined' in instrument recorded January 26, 1982 in Official Records Book 5301, page2'l. 3. Easement in favor of City of Clearwefer `0ortta'ined in instrument recorded May 13, 1988 in Official Records Book 6743,; o e'1771. 4. Easement in favor of City of Cleai*ate.r.: contained in instrument recorded March 19, 199Q in Official Records Book 7227, page 417. 5. Easement in favor of Florida.-Power Corporation contained in instrument recorded January 24, 1991 in Official.:Recorcts Book 7477, page 1429. 6. Terms, conditions, easerhents and provisions, including provisions for assessment, as contained:, iri that certain Declaration of Easement recorded January 9, 1992 in Official Records Book 7781, Page 1746. 7. Terms, conditions, ''Z', easements and provisions, including provisions for assessments; a §- .contained in that certain Declaration of Easements recorded October 27, 1.99.4 rr.�OfFicial Records Book 8824, page 1518, as amended by First Amendment.`t4 Declaration of Easements recorded June 10, 1996 in Official Records Baok.9369,,page 774. 8. Terms ond.:'Oonditions of Memorandum of Agreement by and between TIME WARN ERIEATERTAINMENT ADVANCE /NEWHOUSE PARTNERSHIP, a New York.. -General.:: Partnership and CLEARWATER LAND COMPANY, a Florida corporation:.- 'recorded September 2, 1999 in Official Records Book 10647, page 799. 9.iorfgig'e from CLEARWATER LAND COMPANY, a Florida corporation (MV 6rtgagor) and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida corporation, (Ground Lessor) to SUNBANK, a National Association, as Trustee dated January 9, 1992 and recorded January 9, 1992 in Official Records Book :.7781, page 1757, in the original principal amount of 15,326,500.00; which has ,- '..:.been amended by Partial Subordination Agreement recorded January 9, 1992 in ..- Official Records Book 7781, page 1776 and by Intercreditor Agreement recorded January 9, 1992 in Official Records Book 7781, page 1782, as affected by Confirmation Agreement recorded in Official Records Book 9578, Page 403, and Exhibit "B" Exceptions to Deed / Regency A Page 1 of 9 P INELLPIS COUNTY rLR , oF'F" . REC , 6K 12517 PG 2022 by Subordination and Confirmation of Priorities Agreement recorded simultaneously herewith. 10. Terms and conditions of Partial Subordination Agreement recorded January 9, 1992 in Official Records Book 7781, page. - 1776,., as assigned to BARNETT BANK, N.A., a National Banking Association, successor by merger to BARNETT BANK OF PINELLAS COUNTY by Assig&ri'entlt of Notes, Mortgages and Loan Documents recorded January 10, 1997 in ..Official.. Records Book 9578, Page 225, as affected by Confirmation Agreement'recorded'in Official Records Book 9578, Page 403, and by Subordination arid', Confirmation of Priorities Agreement recorded simultaneously herewith. 11. Terms and conditions of Intercreditor' agreement recorded January 9, 1992 in Official Records Book 7781, page' assigned to BARNETT BANK, N.A., a National Banking Association, successor by merger to BARNETT BANK OF PINELLAS COUNTY by Assignment of Notes, Mortgages, and other Loan Documents recorded January`�10, 1:997 in Official Records Book 9578, Page 225, as affected by Confirmation Agreement recorded in Official Records Book 9578, Page 403, and by Subbrdin�tjgn and Confirmation of Priorities Agreement recorded simultaneously`herewith:�* 12. UCC -1 Financing Sfatembnf;'° from CLEARWATER LAND COMPANY AND SYLVAN ABBEY ;:-MEMORIAL PARK, INC., to SUN BANK NATIONAL ASSOCIATION, at.Tfuste `e/ recorded January 9-, 1992 in Official Records Book 7781, page 1772;:, a §, amended by UCC -3 Continuation recorded December 27, 1996 in Offcial;Re.bords Book 9564, Page 1873, by UCC -3 Continuation recorded December 10. -:�001,•�.. -'6fficial Records Book 11720, page 1702, as affected by Subordinatioh a.nd Qo:nfirmation of Priorities Agreement recorded simultaneously herewith. 13. Terms and ,,eard�tions of Intercreditor and Subordination Agreement recorded in Official `Records Book 9276, page 146, as assigned to BARNETT BANK, N.A., a National- .Banking Association, successor by merger to BARNETT BANK OF PINELLAS�OUNTY by Assignment of Notes, Mortgages and Loan Documents recorded :January 10, 1997 in Official Records Book 9578, Page 225, as affected by'Itonfirmation Agreement recorded in Official Records Book 9578, Page 403, andy Subordination and Confirmation of Priorities Agreement recorded simultaneously herewith. M,ortgage from CLEARWATER LAND COMPANY, a Florida corporation ..'�(Mgrtgagor),and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida corporation Ground Lessor) to FIRST FLORIDA BANK, N.A., dated May 31, 1990 and -,-- .recorded June 1, 1990 in Official Records Book 7291, page 1, in the original principal amount of $25,000,000.00, which has been modified by Subordination, Modification and Estoppel Agreement recorded in Official Records Book 7291��, page 82, said mortgage has been assigned to XEROX CREDIT CORPORATI ®,� Exhibit "B" Exceptions to Deed I Regency A c?,� " Page 2 of 9 Tom- „ 4 41V P INELLRS COUNTY F'LR . OFF . REC . BK 12517 FG 2023 a Delaware corporation by Assignment of Recorded Loan Documents recorded January 9, 1992 in Official Records Book 7781,...,-page 1739 and Mortgage from CLEARWATER LAND COMPANY, a Florida;. dorporation (Mortgagor) and SYLVAN ABBEY MEMORIAL PARK, INC.,.a Florid acorporation (Ground Lessor) to XEROX CREDIT CORPORATION, a Delaware; corporation, dated May 31, 1990 and recorded June 1, 1990 in Official Recafds $ook 7291, page 108, in the original principal amount of $2,500,000.00,; Si id.`mortgages have been assigned to BARNETT BANK, N.A., a National BapR)nq Association, successor by merger to BARNETT BANK OF PINELLAS.- COI NTY, by. Assignment of Notes, Mortgages and Loan Documents recorded:`January.10, 1997 in Official Records Book 9578, page 225, and further amended" acid consolidated by Modification to Mortgage and Security Agreement,.reco'r,.e- --, anuary 10, 1997 in Official Records Book 9578, page 237, and by Future:.dvance, Consolidation And Mortgage Modification Agreement recorded °:.:Octdb4r 28, .1998 in Official Records Book 10285, page 842, as further amended--- y Mortgage Modification and Spreader Agreement recorded January 6, 1999 in Official Records Book 10363, page 1474, and - as amended by ASSUMPTION, FUTURE ADVANCE AND MORTGAGE MODIFICATION AGREEMENT recorded simultaneously herewith. 15. Assignment of Leases end.`- Refits from CLEARWATER LAND COMPANY, a Florida corporation (Borrower)..,and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida corporation, ` <(Groiid;: Lessor) to FIRST FLORIDA' BANK, N.A., as contained in instrume6ts dated May 31, '1990 and recorded June 1, 1990 in Official Records Book" 72 -1: page 54, of the Public Records of Pinellas County, Florida, assigned`,to . XEROX CREDIT CORPORATION, a Delaware corporation by Assignment' Yocorded" in Official Records Book 7781, page 1739, and as assigned to :BARNET. -r" BANK N.A., a National 'Banking Association formerly known as BAR NtTj". `BANK OF PINELLAS COUNTY by Assignment recorded January 10-,..1997 in Official Records Book 9578, page 225. 16. Assignfn"ent.-`ofi"',�eases and Rents from CLEARWATER LAND COMPANY, a Florida--corporation (Mortgagor) and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida`"c&rporption, (Ground Lessor) to XEROX CREDIT CORPORATION, a Delaware Corporation dated June 1, 1990 in Official Records Book 7291, page 161 of ,the Public Records of Pinellas County, Florida, as assigned to BARNETT BANK, N.A, a National Banking Association formerly known as BARNETT BANK :F. PINELLAS COUNTY by Assignment recorded January 10, 1997 in Official R ,gprdd Book 9578, page 225. 17: J,uniar Mortgage from CLEARWATER LAND COMPANY, a Florida corporation ` �Mflhgagor) and REGENCY LAND PARTNERSHIP, a Florida general ".";*partnership, (Ground Lessor) to SUNBANK, NATIONAL ASSOCIATION, as 11-:.Trustee under that certain Amended and Restated Indenture of Trust dated December 6, 1995; said Mortgage dated December 18, 1995 and recorded January 23, 1.996 in Official Records Book 9226, page 2125, which has been amended by Intercreditor and Subordination Agreements recorded in Official Exhibit "B" Exceptions to Deed / Regency A Page 3 of 9 PINELLAS COUNTY FLR , OFF,REC,BK 12517 PG 2024 Records Book 9276, page 146 and Official Records Book 9276, page 160 and by Amendment No. 1 to Junior Mortgage recorded,.in Official Records Book 9336, page 383, confirmed as subordinate to the insured Mortgage by Confirmation Agreement recorded January 10, 1997 in Official- Reoords Book 9578, page 403, and by Subordination and Confirmation ofi PrfQrities Agreement, recorded simultaneously herewith. X. 18. Junior Mortgage from CLEARWATER LAND COMPANY, 'a Florida corporation (Mortgagor) and REGENCY LAND:`. PARTNERSHIP, a Florida general partnership, (Ground Lessor) to SUNANk NATIONAL ASSOCIATION, as Trustee under that certain Amended' °...ande'Rbstated Indenture of Trust dated December 6, 1995, said Mortgage recoi-ded. -Pay 8, 1996 in Official Records Book 9336, page 394, of the Public Re," " S;PT J nelfas County, Florida, confirmed as subordinate to the insured Mortgage by Confirmation Agreement recorded January 10, 1997 in Official. Records -Book 9578, page 403, and by Subordination and Confirmation of Priorities Agreement, recorded simultaneously herewith. 19. Junior Mortgage from CLEARVCIAVR LAND COMPANY, a Florida corporation (Mortgagor) and REGENCY . LAND PARTNERSHIP, a Florida general partnership, (Ground Lessor.), to SUNTRUST BANK CENTER FLORIDA, National Association, as Trustee (formerly known as SUN BANK, National Association) under that certain Amended and Restated Indenture of Trust dated December 6, 1995, dated June 7; .C9.9fi;'nd recorded July 30, 1996 in Official Records Book 9417, page 2127 con,.l ved as subordinate to the insured Mortgage by Confirmation Agreeine ht recorded January 10, 1997 in Official Records Book 9578, page 403,' ~ar d y_Subcrd!nation and Confirmation of Priorities Agreement, recorded simul.ta:neously herewith. 20. UCC -1 Financing* Statement from CLEARWATER LAND COMPANY to XEROX CREDIT :CORPO.RATION, recorded October 9, 1996 in Official Records Book 9488, pag6.•'2296:; as assi :ned to BARNETT BANK, N.A., a National Banking Association formerly known as BARNETT BANK OF PINELLAS COUNTY by Assignment recorded January 10, 1997 in Official Records Book 9578, page 225, and.- ''b,y--Ud6 =3 Assignment recorded January 10, 1997 in Official Records Book 9578, `-•page; 234 and UCC -3 Continuation recorded January 6, 1999 in Official R'ect�rds Book 10363, page 1497, UCC -3 Continuation recorded September 5, ;_200f'� -'i -official Records Book 11561, page 1842, and by UCC -3 Amendment recorded September 6, 2001 in Official Records Book 11563, page 2553, all of :.;.the�-Public Records of Pinellas County, Florida. .21..:., C -1 Financing Statement from CLEARWATER LAND COMPANY to XEROX '--CREDIT CORPORATION, recorded October 9, 1996 in Official Records Book 9488, page 2305, as assigned. to BARNETT BANK, N.A., a National Banking Association formerly known as BARNETT BANK OF PINELLAS COUNTY by Assignment recorded January 10, 1997 in Official Records Book 9578, page 225,,5;3" and by UCC -3 Assignment recorded January 10, 1997 in Official Records Bcuoi: t �p0 t Exhibit "B" Exceptions to Deed / Regency.A •�\ ��` °_' Page 4 of 9 PINELLRS COUNTY FLR, OFF REC,SK 12517 PG 2025 9578, page 233 by UCC -3 Amendment recorded January 6, 1999 in Official Records Book 10363, page 1498, and UCC -3 Amendment recorded September 61 2001 in Official Records Book 11563, page 2555.`:,. 22. Assignment of Rents, Leases, Profits, Contrai✓ts; GertFficates and Licenses from CLEARWATER LAND COMPANY, a Florida corporation, d /b /a REGENCY OAKS and REGENCY LAND PARTNERSHIP;. a." Florida general partnership, to BARNETT BANK, N.A., a National Bankinb- Association, successor by merger to BARNETT BANK OF PINELLAS COUNTY, r60orded January 10, 1997 in Official Records Book 9578, Page 301. 23. Assignment of Rents, Leases, Profifs,. 6pntr6--cts, Certificates and Licenses from ,CLEARWATER LAivu COMPANY ,, a, pi r ,a corporation d /b /a REGENCY OAKS and REGENCY LAND PART14ERS14IR; a Florida general partnership to BARNETT BANK, N.A., a National Sanki .:ng Association, successor by merger to BARNETT BANK OF PINELLAS COUNTY, as contained in instrument recorded January 10, 1997, in Officiaf'-...Reoords Book 9578, page 369, as amended by Amendment recorded Septernber-�6,..2001 in Official Records Book 11563, page 2539. 24. UCC -1 Financing Statement f n CLEARWATER LAND COMPANY, a Florida corporation d /b /a RE.d8,NCY; OAKS to BARNETT BANK, N.A., a National Banking Association. -i' cps de:-d' January 10, 1997 in Official Records Book 9578, page 385, as amended,- -%` by'UCC -3 Amendments recorded January 6, 1999 in Official Records Book `'10;363, page 1499 and recorded September 6, 2001 in Official Record-§`---book" 1'1563, , page 2546 and by UCC Financing Statement Amendment recorded: December 11, 2001 in Official Records Book 11724, page 1332. 25. Junior Martgage` from CLEARWATER LAND COMPANY, a Florida corporation and RE.GVNCY-,.LAND PARTNERSHIP, a Florida partnership to SUNTRUST BANK b.ENTRAL FLORIDA, NATIONAL ASSOCIATION, as Trustee under that certa.in- "AiTter Ued and Restated Indenture of Trust dated December 6, 1995, dated.aftua`ry B, 1997 and recorded January.10, 1997 in Official Records Book 9578, �`Jpade 429, in the original principal amount of $1,480,900.00. as affected by Sibr..dination and Confirmation of Priorities Agreement, recorded simultaneously .he. rewith: 26 ':.; aun-ior.''Mortgage from CLEARWATER LAND COMPANY; a Florida corporation (Mortgagor) and REGENCY LAND PARTNERSHIP, a Florida partnership '.(GFound Lessor) to SUNTRUST BANK CENTRAL FLORIDA, N.A., as Trustee under that certain Indenture of Trust dated December 6, 1995, dated December 31, 1996 and recorded March 17, 1997 in Official Records Book 9641, page 443, in the original principal amount of $1,000,000.00, as affected by Subordination and Confirmation of Priorities Agreement, recorded simultaneously herewith. Exhibit T" Exceptions to Deed / Regency A Page 5 of 9 P INELLAS COUNTY FLA , OFF,REC,BK 12517 PG 2026 27. Terms and conditions of Intercreditor And Subordination Agreement recorded March 17, 1997 in Official Records Book 9641,., page 474, as affected by Subordination and Confirmation of Priorities Agreerr ent, recorded simultaneously herewith. 28. Terms and conditions of Intercreditor And' Subordination Agreement recorded March 17, 1997 in Official Records Bopk 96`41, page 494, as affected by Subordination and Confirmation of Prioriti.es:.Agraement, recorded simultaneously herewith. 29. Junior Mortgage from CLEARWATE_`4.-.IAN'b::` :COMPANY, a Florida corporation (Mortgagor) and REGENCY LAN.' .,: PARTNERSHIP, a Florida partnership (Ground Lessor) to SUNTRUST :8NK CENTRAL FLORIDA, N.A., as Trustee under that certain Amended And Restated Indenture of Trust dated December 6, 1995, dated March 31, 1997,and reobrdod April 14, 1997 in Official Records Book 9672, page 536, in the original principal amount of $1,029,100.00, which has been modified by that certain in.str0ment recorded in official Records Book 9891, page 453, as affected by Subordfriatfon and Confirmation of Priorities Agreement, recorded simultaneouslyherewi.th,,: 30. Junior Mortgage fro m= 1CLEARIWATER LAND COMPANY, a Florida corporation (Mortgagor) and REGENCY. LAND PARTNERSHIP, a Florida partnership (Ground Lessor) ta° SLfNTR:bST BANK CENTRAL FLORIDA, N.A., as Trustee under that certain �Amencfed and Restated Indenture of Trust dated December 6, 1995, dated June:, 25:,. i90 and recorded October 24, 1997 in Official Records Book 9883, page:`:1,$:0; `in the original principal amount of $1,219,000.00, as affected by S borditn.ation and Confirmation of Priorities Agreement, recorded simultaneously- t -e.rew,ith. 31. Junior Mcrtgag,e`ffom CLEARWATER LAND COMPANY, a Florida corporation (Mortgagor):' arid.,, REGENCY LAND PARTNERSHIP, a Florida partnership (Ground - .Lessor) to SUNTRUST BANK CENTRAL FLORIDA, N.A., as Trustee under that.;cerfain Amended and Restated Indenture of Trust dated December 6, 1995,.;�dated.'August 18, 1997 and recorded October 24, 1997 in Official Records Book '9.$x#3,:: page 1836, in the original principal amount of $1,500,000.00, as affected..,.b"' Subordination and Confirmation of Priorities Agreement, recorded irnult��neously herewith. 32,' ' ,Junior Mortgage from CLEARWATER LAND COMPANY, a Florida corporation (MbAdagor) and REGENCY LAND PARTNERSHIP, a Florida partnership `( Ground Lessor) to SUNTRUST BANK CENTRAL FLORIDA, N.A., as Trustee "under that certain Amended and Restated Indenture of Trust dated December 6, 1995, dated December 1, 1997 and recorded April 1b, 1998 in Official Records Book 10062, page 1333, in the original principal amount of $3,000,000.00, age' affected by Subordination and Confirmation of Priorities Agreement, recorded;gP simultaneously herewith.�'�;C►`� Exhibit "B" Exceptions to Deed / Regency A (; C ? Page 6 of 9 INy. .�• 4 I �w kirl. P INErLLRS COUNTY FLR , QF'F . REC . BK 12617 PG 2027 33. Junior Mortgage from CLEARWATER LAND COMPANY, a Florida corporation (Mortgagor) and REGENCY LAND PARTNE- R!�HIP, a Florida partnership (Ground Lessor) to SUNTRUST BANK CENTRAL `:FLORIDA, N.A., as Trustee under that certain Amended and Restated Indenture of Trust dated December 6, 1995, dated January 23, 1998 and recorded..April `16, 1998 in Official Records Book 10062, page 1363, in the original principal amount of $3,000,000.00, as affected by Subordination and Confirmation df., Priorities Agreement, recorded simultaneously herewith. 34.. Junior Mortgage from CLEARWATER L ANLD GbMPANY, a Florida corporation to SUNTRUST BANK, CENTRALF- CO.AlPA. ". "NATIONAL ' ASSOCIATION; AS TRUSTEE dated September 1, 199$'1and..recorded January 21, 1999 in Official Records Book 10379, page 425, ks affected by Subordination and Confirmation of Priorities. Agreement, recorded skiu,11a6eously herewith, 35. Junior Mortgage from CLEARWATER LAND COMPANY, a Florida corporation to SUNTRUST BANK, CENTRAL LO`RIDA NATIONAL ASSOCIATION, AS TRUSTEE dated July 16; .1999 and recorded September 14, 1999 in Official Records Book 10658, p4ge,.1.,14 -"as affected by Subordination and Confirmation of Priorities Agreemen.t. recorded simultaneously herewith. 36. Junior Mortgage fro m...6-LEA-fR- VVATER LAND COMPANY, a Florida corporation to SUNTRUST BAC`iK,•: `1E. ` RALFLORIDA NATIONAL ASSOCIATION, AS TRUSTEE dated;; :.Ju.ly'1G'; 1999 and recorded September 14, 1999 in Official Records Book J'06%` page 1178, as affected by Subordination and Confirmation of Priorities Ag:r .emertt,"tecorded simultaneously herewith. 37. Junior Mortgage #rorW CLEARWATER LAND COMPANY, a Florida corporation to SUNTRUST, CENTRALFLORIDA NATIONAL ASSOCIATION, AS TRUSTEE..0tod,"February 1, 2000 and recorded April 10, 2000 in Official Records,Book 10.873, page-30, as affected by Subordination and Confirmation of Priorities,'Agreement, recorded simultaneously herewith. 38. Jun'ior..M6rt0age from CLEARWATER LAND COMPANY, a Florida corporation to SU- NT RUST BANK, AS TRUSTEE dated October 16, 2000 and recorded January 25, 24p1 in Official Records Book 11201, page 509, as affected by Subordination and'Co6firmation of Priorities Agreement, recorded simultaneously herewith. 39:., 3;imlor Mortgage from CLEARWATER LAND COMPANY, a Florida corporation to .. -�.SQ TRUST BANK, AS TRUSTEE dated December 22, 2000 and recorded ". ".. -March 20, 2001 in Official -Records Book 11273, page 1890, as affected by <.S'ubordination and Confirmation of Priorities Agreement, recorded simultaneously herewith. Exhibit "B" Exceptions to Deed / Regency A Page 7 of 9 0 P INELLSS COUNTY F'LR , 0FF,REC.8K 12517 PG 2028 40, Junior Mortgage from CLEARWATER LAND .COMPANY, a Florida corporation to SUNTRUST BANK, AS TRUSTEE dated June 29;:2001 and recorded November 51 2001 in Official Records Book 11660, page 1463 as affected by Subordination and Confirmation of Priorities Agreement, recorded simultaneously herewith, 41. Junior Mortgage from CLEARWATER LAND `Cb.MPANY, a Florida corporation to SUNTRUST BANK, AS TRUSTEE dated February 1, 2002 and recorded April 29, 2002 in Official Records Book 11972, pade,1342, as affected by Subordination and Confirmation of Priorities Agreement, recorded simultaneously herewith. 42, Matters as shown on survey prepared- .by'ZARRA BOYD, INC. dated August 30, 2002 and last revised January 24, 2063" • ob ;No. 1031, as follows.- a) Wood ramp connected to. trailer; chain link fence and wood fence encroach into utility easement.,.recorded in Official Records Book 4946, Page 839; b) Chain link fence, woad. fence; trailer with wood ramp and shed encroach into sanitary sewer -- easement recorded in Official Records Book 5301, Page 321; C) Curbing and a�plial.'.,paWng areas encroach into sanitary sewer easement recorded in pfficia.l Records Book 6743, Page 1771; d) Portions of. a '--6' foot high brick wall, concrete curbing and asphalt parking areas encroach into easements for water and sewer as contained in DecIaratio•n'of. "Easements recorded in Official Records Book 7781, Page 1746x' alici .,Of fipaal Records Book 8824, Page 1518, as amended in Official Rec4rds`136ok'9369, Page 774; e) Retejtiind..,,wall and .6 foot high brick wall within the power easement c ,qnfair►ed in Declaration of Easements recorded in Official Records Book : ~7781., Page 1746 and in Official Records Book 8824, Page 1518, as 'amended in Official Records Book 9369, Page 774; Fence corner for 4 foot chain link fence appurtenant to land south of .captioned premises encroaches into captioned premises by 1 foot; ,.g} `' `, 'B foot concrete retaining wall encroaches into access easement recorded in Official Records Book 8824, Page 1518; \h), Grate inlets, pump and meter control valve box, underground throughout captioned premises; enclosed by 6 foot wood fence, irrigation utility vaults, metal tank on concrete slab, Exhibit "B" Exceptions to Deed / Regency A Page 8 of 9 e'y, s ....... kiiW PINELLAS COUNTY FLA, OFF,REC,BK 12517 PG 2029 i) Sanitary sewer manholes on the west boundary encroach into land west and adjoining, the center of one being .3; .,f6,ot west, and the center of the other being 1.2 feet east of said west boundary; j) Overhead wires connecting to power 'pules.,' underground gas lines, sanitary sewer lines and water lines :,:w captioned premises connect to said wires and lines within the rights of dray :of 2nd Street East and Soule . Road, and to sanitary sewer line.._wathi %..Iand south and adjoining and northwesterly and adjoining; k) Concrete sidewalk along the.-',-east!' property line encroaches into the northeast corner of captioned promises; 1) 4 foot concrete sidewalk within thi�e.:right of way of Soule Road encroaches into captioned premises by .2' foot, m) One story masonry_ "building. on ' "Tract B" (Skilled Nursing Center) encroaches into undergro'und.i'storm line. 10098.103513 #284643 v1 - JOHNSON /EZELL - Exbib'it• "13 "..Pe6d Exceptions - Regency A Exhibit "B" Exceptions to Deed / Regency A Page 9 of 9 0�1 KARLEEN F. DE BLAKER, CLERK OF CUT PIE—Lffi COUNTYs FLURIN. - 0 PAGES 40194017 02-05-2003 09:35 :51 W ACCT # 51 DED—SYLVAN, HEALTH PROPERTIES CF1G AMT 000000 1#:073046785 BK:12517 SPfj.oYAI EPG.,1945 RECORDING W5 PAGES 1, $24.00 PREPARED BY AND RETURN TO: DS DR2 7 DS DOC STAMP — DR219 1 $731010.00 Joan M. Vecchioli, Esq. INT Johnson, Blakely, Pope, Bokor, Ruppel & Burns, P.A. FEES TOTAL: 911 Chestnut Street MTF Clearwater, Florida 33756 PIC CHECK ANT.TENDERED: REV TOMAL CHANGE: By DEFO CLERK SPECIAL WARR&NTY DEED a THIS INDENTURE made this 2003, between CLEARWATER LAND COMPANY, a Florida corporation ("Grantoe')jwhose post office address is: 18167 U.S. Hwy 19 N. Suite`-F6 -6, Clearwater, Florida 33764 and SYLVAN HEALTH PROPERTIES, LLC, a &Iau'are 1-I'm'-fted liability company ("Grantee"), whose post office address is: 18167 U.S. Hwy 19...N., Suite 660, Clearwater, Florida 33764. WITNESSETH, that the said for and in consideration of the sum of Ten . ran.or, Dollars ($10.00) and other godd consideration in hand paid, the receipt whereof is hereby acknowledged has granted, bargained, sold, aliened, remised, released, conveyed and coiifirnied,;-.-and by these presents doth grant, bargain, sell, alien, remise, release, cowi6y. and. 66nfirm unto the said Grantee, and its successors and assigns forever, all .t6if`�6rtain interest in land lying and being in the County of Pinellas, State of Florida, n)-.6re 0,a'hicularly described as follows: See Exhibls `X',attached hereto and incorporated herein. SUBOE:C- 6,...,applicabIe land use and zoning restrictions and to easements, reservations and restrictions identified on Exhibit "B" attached. kereto, which are specifically not reimposed or extended hereby; and to taxes for the year 2003 and subsequent years. TOG&HIHSA.. with all the tenements, hereditaments and appurtenances, with every title, interest and estate, reversion, remainder and easement thereto. belonging or in anywise appertaining (all of the foregoing together with the Exhibit hereinafter collectively referred to as the "Property"). The,tax piarce-friumber for the aforedescribed Property is: 05129/16100000/210/0000. The'. tax Id6hfification number for the Grantee is T--0 HAVE AND TO HOLD the same in fee simple forever. �n %0� C�l N7 $73,034.00 $3,034.00 $.00 0 r9 T- r 0 In 0 ra I am (a 41 -U PINELLRS COUNTY FLR OFF.REC.BK 12517 pa 1342 And the said Grantor does hereby fully warrant-Iffie fitle to said Property, and will defend the same against the lawful claims of all peoons-q!afting by, through or under the Grantor, but against none other. IN WITNESS WHEREOF, the said Grantor hbis caused these presents to be signed the day and year above written. a Signed, Sealed and Delivered in our presence .44 Vnatbre" Joan M. Vocch ioli As EATER LAND COMPANY corporate ,a,'-- R. KELLEY JOHNSON President STATE OF FLORIDA.;;..: COUNTY OF PIN-�LLAS- The forego'.In- "'.-Ins"trument was acknowledged before me this S day of 0.63 by R. KELLEY JOHNSON, as President of CLEARWATER LAND COMPANYV a--Oprida corporation, on behalf of the Corporation. HeE3-i*6--personally known to me,or,. h as produced as identification. Notary Publi Print name: cl My commission expires: #20.4494, vl'K,JbhhsonEzell/Ragency/B/Deed 00, BONNIE L RICH MY COMMISSION A DO 0634193 EXPIRES October 19, 2005 ,Pk"�'F 8.W Tt. aZ; P'". wd.M,n. ti 40 O, Q. PINELLAS COUNTY FLA, Exhibit "A" OFF,REC.BK 12517 PO 1943 TRACT B: Being a portion of the Northeast 1/4 of the Northwest 1/4 6'f Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further de5c.(!b:ed**as follows: Commence at the Southeast corner of the Northeafsot4, ot;.tfi'e- Northwest 1/4 said Section 5; thence N. 89 degrees 39'20"W., along the South lline`' f the -Northeast 1/4 of the Northwest 1/4 of said Section S, also being the northerly bouncla ' ry knes'-bf R-bBINWOOD SUBDIVISION, ROBTNWOOD SUBDIVISION FIRST ADDITIOR..."6nii.- 46IEL S, as recorded in Plat Book 52, page 99, Plat Book 61, page 38, and Plat Book respectively, of the Public Records of Pinellas County, Florida, for 1015.80 feet to �P&Pofht of Beginning: thence continue along said line N. 89 degrees 39'20"W., for 328.25 feet . to the N46rthwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48'56"E., along the'-'W6t line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 337,03 feet, thence N. 37 degrees 22'44"E., for 392.31 feet; thence N. 07 degrees 57'17"E., for 29.55 feet; ',th*L-Qce S..--.42 degrees 51'17"E., for 57.73 feet; thence S. 34 degrees 36'08"E., for 119.85 feet; theric6"•S.--'44.`degrees 35'25"E., for 107.76 feet, thence S. 33 degrees 40'06"E., for 80.61 feet; thence S."44--'�Jegrees 16'55"E., for 158.55 feet; thence S..28 degrees 42'43"E., for 45.96 feet;.thd'ftceS-,-...1-4 degrees 10'34"E., for 82.48 feet; thence S. 63 degrees 33'50"W., for 19.88 feet;::.thence Ni 29 degrees 31'38"W., for 78.31 feet; thence S. 47 degrees 45'44"W., for 328.30 feeeto theft'int of Beginning. OR " A�y Regency Tract B EXHIBIT "B" PINELLAK c)UNTYPGL�gQ4 EXCEPTIONS b'" REr- .a 1. Taxes and assessments for the year 20Q3 ,.. -0nd subsequent years, which are not yet due and payable. 2. Easement in favor of City of C lea rwater..coiitained in instrument recorded January 26, 1982 in Official Records Book 53Q ; p0ge`321. 3. Easement in favor of City of Clear*ater contained in instrument recorded March 19, 1990 in Official Records Book 7227,.-page 417. 4. Easement in favor of Floride: Power Corporation contained in instrument recorded January 24, 1991 in Official R -ecords-:Book 7477, page 1429. 5. Terms, conditions, easements and provisions, including provisions for assessments, as contained' if that certain Declaration of Easement recorded January 9, 1992 in Offi ail.- Records Book 7781, Page 1746, and said easements granted to SUN BANK,"NAT1--ONAL ASSOCIATION, now known as SUNTRUST BANK CENTRAL' FLONDA, NATIONAL ASSOCIATION, AS TRUSTEE by instruments recor4e6 -j-.n` `-Official Records Book 7781, Page 1757, Official Records Book 9641, Pa e-4:43,..,Official Records Book 10062, Page 1333, Official Records Book 10379,; P"ge "425, and Official Records Book 10658, Page 1147, and to SUNTRUST-." B- NK;;AS TRUSTEE by instruments recorded in Official Records Book 1087, Page 30, Official Records Book 11201, Page 509 and Official Records .066k -,j 1660, Page 1463. 6. Terms, it ions, easements and provisions, including provisions for assessme : s, ,�as contained in that certain Declaration of Easements recorded OctobQr`7;;1994 in Official Records Book 8824, page 1518, as amended by First Amoriftent to Declaration of Easements recorded June 10, 1996 in Official F3eCQrds,.136ok 9369, page 774. 7. _ <... Term.s..::and Conditions of Memorandum of Agreement by and between TIME ',,.WAIRNER ENTERTAINMENT ADVANCEINEWHOUSE PARTNERSHIP, a New York.-, General Partnership and CLEARWATER LAND COMPANY, a Florida corpora lo recorded September 2, 1999 in Official Records Book 10647, page :799. 8. Matters as shown on survey prepared by ZARRA BOYD, INC. dated 2002 and last revised January 24, 2003, Job No. 1031, as follows: Exhibit "B" Exceptions to Deed I Regency B Page 1 of 2 August 3GQj� O� Y 1 4 �� PINELLAS CouNTY FLR, OFF , REC , BK 12517 FG 1945 a) Portions of a 6 foot high brick wall, concrete curbing and asphalt parking areas encroach into easements for watk and sewer as contained in Declaration of Easements recorded in Official Records Book 7781, Page 1746, and Official Records Book 8824,.: -P a 11518, as amended in Official Records Book 9369, Page 774; b) Retaining wall and 6 foot high brick wail within the power easement contained in Declaration of Easements recorded in Official Records Book 7781, Page 1746 and in Official.- :Rer, o.r..ds Book 8824, Page 1518, as amended in Official Records Bonk.:93B9 Page 774; c) 8 foot concrete retaining wall` enq�oalches into access easement recorded in Official Records Book 8824. ;, Page 1518; d) Orate inlets, pump and met6r enclosed by 6 foot wood fence, irrigation control valve box, underground utility vaults, metal tank on concrete slab, throughout captioned:: premi ,Ses; e) One story masphr"' butl.d.xng (Skilled Nursing Center) on captioned premises encroackaes into.onderground storm line. 10098.103513 . #284648 v1 - JONNSONIEZEL•L,= E_ihibit • B" Deed Exceptions - Regency B Exhibit "B" Exceptions to Deed / Regency B T Page 2 of 2 �.� REGENCY OAKS, LLC Is hereby authorized to transact the business of Continuing Care in the State of Florida. This certificate signifies that the provider has satisfied all requirements of Chapter 651, Florida Statutes, for the issuance of a Certificate Of Authority and remains subject to the laws of Florida. Date of Issuance: June 28, 1988 No. 03 - 113650793 Facility No. 88151 Kevin M. McCarty Director of Insurance Regulation 3s Wells, Wayne From: Wells, Wayne Sent: Monday,. December 08, 2008 10:19 AM To: Doreen Williams (E -mail) Subject: FLD2006 -06035 - Regency Oaks Doreen - I am reviewing two building permits to remodel 100 "apartments ". (their words) in the two large buildings at Regency. Oaks.. After reviewing the plans, these apartments meet our Code definition of "dwelling unit'. However, we also have a definition of "congregate care ", which is defined as: "Congregate care means a residential use designed. to be occupied by 21 or more persons, comprised of individual dwelling units, with or without complete kitchen facilities, and such common dining and other normal living facilities as may be integral to. the personal and therapeutic care of residents. Such congregate care facilities shall include facilities for adult congregate living as defined by F.S. §§ 400.401 through 400.454 and like residential retirement and life care. For the purpose of calculating the maximum development potential, 3.0 beds shall be equivalent to one dwelling unit." As a note, it does not appear that Florida Statutes 400.401- 400.454 exist any more. It appears that the existing two large buildings. at Regency Oaks may meet this definition of "congregate care ".. Could you please ask your clients to produce any documentation as to how they fit under this definition, any documentation from the State as to where they fit (defined and /or licensed) under State Statutes and, if they receive (or should receive) a license . from the State, provide any license from the State or any other letter from the State stating how they fit under State Statutes?. It also appears that the new dwelling units proposed in the villas or carriage house buildings meet the definition and will be considered as "attached dwellings ". Obviously, the determination as to how the two large, existing buildings are /will be defined will resolve how density will be, determined for these two buildings. This then works toward determining the overall density for the large parcel.. The density for the smaller parcel that is ALF and nursing home is determined by three beds = one dwelling unit. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax:. 727 - 562 -4865 Golden Rain Nursery, Inc Butler Design Group, Inc Charles R. Butler ►' ' 4203 46 °i Avenue North F N G L A St. Petersburg, Florida 33714 Ph (727) 521 -1684 We Know What Grows Fax (727) 527 -7422 I,amdscape Designer E -mail: bdgII A,tampabay.rr.com ron spl ansatampabay. rr. com July 9, 2008 Tree Inventory FNGLAI )w Kww WRot Grows IIorticalsrc Ixufessional Remency Oaks As required by the City of Clearwater, I have completed an assessment of all trees (4 "dbh or greater) on the subject site and within the property lines. My opinion set forth below as to the viability (rating of 0 -5) and any potential hazards of these trees. Highlight = = Tree to be removed due to health, potential hazard, or low rating not counted as deficit inches Highlight color = Tree to be preserved requiring preservation measures not counted for deficit inches Highlight ® = Tree to be removed, construction impact, grade changes, construction access (rantuvering), utility routing— counted for deficit inches Highlight = Tree counted for deficit inches — however— changes in construction design may rest It in preserving this tree. QTY / TREE DBH & SPECIES / RATING AND COMMENTS 001 30" LIVE OAK 3 002 18" Live Oak 3, Crowded, Severe Lean, Part of cluster 003 18" Live Oak 31 Part of cluster 004 12 ",15 ",21" Live Oak 3, Some sever lean 005 20" Live Oak 3 006 20" Live Oak 3, Crowded, Part of cluster 007 6" Laurel Oak 3, Poor structure 008 Areca Palm 3 009 (3)5" Ficus Pandorama 3 010 5" Laurel Oak 3, Crowded 011 8" Water Oak 3, Severe lean 012 8" Water Oak 3, Crowded, Part of cluster 013 12" Water Oak 3, Co- dominate 014 18" Water Oak 3, Poor Structure 015 6" Live Oak 3, Crowded 016 8" Live Oak 3, Crowded, Poor branching 11" Water Oak 2, Crowded, Poor branching, Wind damage 018 23" Water Oak 3, Die -back 019 15" Water Oak 4 020 14" Water Oak 3, Severe lean 021 22" Live Oak 3 022 8" Water Oak 3, Poor structure 023 17" Turkey Oak 3, Die -back 024 22" Sabal Palm 4 025 18" Turkey Oak 3, Trunk decay & fungus 026 12" Water Oak 4 027 22" Turkey Oak 3, Poor structure 028 Palmetto cluster ( Sabal Minor) 4 SM 6" Live Oak 2, Co- dominate, Old injury 030 Palmetto cluster 4 031 Palmetto cluster 4 032 Palmetto cluster 4 033 Palmetto cluster 4 034 Palmetto cluster 4 035 Palmetto cluster 4 036 8" Live Oak 3, Crowded, Severe lean, Poor structure 037 9" Live Oak 3, Severely crowded 038 7" Live Oak 3, Severe lean, Crowded 039 5" Live Oak 3, Severe lean 040 22" Pine 4 041 14" Turkey Oak 3, Severe lean, Poor structure 042 19" Pine 3 043 6 ",4" Live Oak 3, Co- dominate, Poor structure 044 4" Live Oak 3, Poor structure 045 5" Live Oak 3, Poor structure 046 4" Live Oak 3, Poor structure 047 4" Live Oak 3, Poor structure, Mechanical damage 048 Palmetto cluster 4 049 6" Live Oak 3, Co- dominate 050 Palmetto cluster 4 051 16" Live Oak 3, Poor structure 052 Palmetto cluster 4 053 4" Cherry Laurel 3 054 6" Cherry Laurel 3 055 6" Cherry Laurel 3 056 7" Cherry Laurel 3 057 5" Cherry Laurel 3 6" Live Oak 2, Severe mistletoe 059 9" Live Oak 3, Poor structure 060 15" Live Oak 4 061 14" Live Oak 3, Trunk decay 7 ",10 ",11" Live Oak 3, Poor structure (2)11" Cherry Laurel 3, Co- dominate ® 12" Live Oak 3, Co- dominate 065 4 ",4 ",5" Holly 3 4 ",6 ",3" Holly 2, Witches -broom 067 5 ",8 ",9 ",10" Magnolia 4 ® 18" Live Oak 4 23" Live Oak 4, Co- dominate ® 11 ",12 ",13 ",14" Live Oak 3 ® 9 ",11 ",13 ",13" Live Oak 3, Co- dominate 7",9" Live Oak 3, Co- dominate ® 7" Live Oak 3, Lots of deadwood ® 4 ",8" Live Oak 3 ® 6 ",12" Live Oak 3, Crowded, Part of cluster ® 8 ",12 ",10 ",10" Live Oak 3, Crowded, Part of cluster 13" Live Oak 3, Crowded, Part of Cluster ® 20" Live Oak 4 22" Pine 4 ® 18" Pine 3, Co- dominate 12" Live Oak 3, Poor structure, Thinning 082 20" Live Oak 4, Co- dominate 083 19" Live Oak 4 084 4 ",6 ",8 ",9 ",10 ",12" Magnolia 4 085 5 ",5 ",6" Magnolia 4 086 Paurotis Palm Cluster 4 087 18" Live Oak 4 088 19" Live Oak 4 089 19" Live Oak 4 090 15" Live Oak 3, Co- dominate 091 20" Live Oak 4, Co- dominate ® 12" Laurel Oak 3, Die -back 093 14" Laurel Oak 3, Die -back 094 16" Live Oak 3, Leaning towards utility pole 095 11" Laurel Oak 4 ® 18" Live Oak 4 ® 18" Live Oak 4 16" Live Oak 3 ® 16" Live Oak 3, Co- dominate ® 16" Live Oak 4 19" Live Oak 3, Co- dominate 102 Paurotis Palm 4 103 11" Sabal Palm 3 104 11" Sabal Palm 3 105 11" Sabal Palm 3 106 13" Sabal Palm 3 107 13" Sabal Palm 3 108 10" Sabal Palm 3 109 Paurotis Palm 4 110 13" Sabal Palm 3 111 11" Sabal Palm 3 112 12" Sabal Palm 3 113 Paurotis Palm 4 114 10" Sabal Palm 3 115 11" Sabal Palm 3 116 10" Sabal Palm 3 117 Paurotis Palm 4 118 11" Sabal Palm 3 119 11" Sabal Palm 3 120 10" Sabal Palm 3 121 Paurotis Palm 4 122 12" Sabal Palm 3 123 12" Sabal Palm 3 124 12" Sabal Palm 3 125 11" Sabal Palm 3 126 9" Sabal Palm 3 127 9" Saba[ Palm 3 128 10" Sabal Palm 3 129 10" Sabal Palm 3 130 9" Sabal Palm 3 131 10" Sabal Palm 3 132 Paurotis Palm 4 133 15 ",17 ",25" Live Oak 3, Co- dominate, Poor structure 134 17" Live Oak 3, Co- dominate ® 18" Live Oak 3, Poor structure 136 16" Live Oak 4, Co- dominate 137 24" Live Oak 33 Poor structure, Co- dominate 138 12" Sabal Palm 3 139 12" Sabal Palm 3 140 13" Sabal Palm 3 141 6 ",6 ",8 ",9" Magnolia 3 12" Pine 3 ® 14" Pine 4 14" Pine 4 18" Live Oak 3, Co- dominate ® 18" Live Oak 3 147 20" Live Oak 4 ® 20" Live Oak 4 149 20" Live Oak 3, Co- dominate 150 16" Live Oak 3 ® 17" Live Oak 4 152 20" Live Oak 3 20" Live Oak 3, Co- dominate 20" Live Oak 4 17 ",20" Live Oak 3, Poor structure 156 12" Live Oak 3, Thinning canopy, Poor structure 6" Water Oak 2, Extensive mistletoe 158 11" Live Oak 3, Poor structure, crowded 4" Live Oak 2, Poor structure, Declining 160 10" Pine 3, Crowded 161 9" Live Oak 3, Co- dominate, Declining 5" Laurel Oak 2, Severe die -back 5" Laurel Oak 2, Severe die -back 164 21" Live Oak 4 165 6 ",8 ",9 ",10" Live Oak 3, Poor Structure, Co- dominate 166 15" Laurel Oak 3, Co- dominate 167 20" Live Oak 4 7" Live Oak 2, Mistletoe, Thinning, Crowded, Poor structure 6 ",6" Live Oak 2, Poor structure, Crowded 7 ",8 ",9" Live Oak 2, Mistletoe 171 19" Live Oak 4 172 18" Pine 3 ® 18" Pine 3 ® 12" Pine 3 ® 8" Pine 3 ® 10" Pine 3 ® 8" Pine 3 ® 9" Pine 3 ® 8" Pine 3 ® 9" Pine 3 ® 8" Pine 3 M 9" Pine 3 M 9" Pine 3 M 11" Pine 3 M 11" Pine 3 M 9" Pine 3 M 9" Pine 3 ® 9" Pine 3 M 5" Pine 3 ® 7" Pine 3 ® 5" Pine 3 ® 9" Pine 3 11" Pine 3 ® 12" Pine 3 11" Pine 3 6" Pine 3 M 10" Pine 3 6" Pine 3 M 9" Pine 3 ® 8" Pine 3 ® 5" Pine 3 ® 12" Pine 3 ® 9" Pine 3 ® 10" Pine 3 ® 10" Pine 3 9" Pine 3 9" Pine 3 6" Pine 3 ® 8" Pine 3 10" Pine 3 ® 8" Pine 3 9" Pine 3 12" Pine 3 ® 9" Pine 3 ® 11" Pine 3 ® 7" Pine 3 ® 5" Pine 3 ® 12" Pine 3 ® 9" Pine 3 ® 8" Pine 3 ® 7" Pine 3 ® 8" Pine 3 ® 9" Pine 3 6" Pine 3 9" Pine 3 ® 10" Pine 3 10" Pine 3 8" Pine 3 6" Pine 3 7" Pine 3 6" Pine 3 9" Pine 3 ® 7" Pine 3 ® 9" Pine 3 ® 5" Pine 3 ® 8" Pine 3 5" Pine 3 7" Pine 3 12" Pine 3 7" Pine 3 ® 5" Pine 3 ® 13" Live Oak 3 ® 6" Pine 3 ® 8" Pine 3 ® 8" Pine 3 ® 12" Pine 3 9" Pine 3 ® 9" Pine 3 ® 10" Pine 3 8" Pine 3 5" Pine 3 ® 7" Pine 3 ® 9" Pine 3 ® 7" Pine 3 ® 8" Pine 3 ® 7" Pine 3 4" Pine 3 ® 5" Pine 3 ® 6" Pine 3 ® 9" Pine 3 9" Pine 3 ® 9" Pine 3 ® 9" Pine 3 ® 5" Pine 3 ® 4" Pine 3 10" Pine 3 ® 7" Pine 3 ® 8" Pine 3 ® 8" Pine 3 12" Pine 3 8" Pine 3 ® 9" Pine 3 ® 8" Pine 3 12" Pine 3 ® 6" Pine 3 ® 9" Pine 3 ® 10" Pine 3 6" Pine 3 6" Pine 3 ® 9" Pine 3 ® 8" Pine 3 ® 9" Pine 3 ® 10" Pine 3 9" Pine 3 7" Pine 3 6" Pine 3 ® 9" Pine 3 ® 9" Pine 3 9" Pine 3 9" Pine 3 8" Pine 3 7" Pine 3 ® 7" Pine 3 ® 8" Pine 3 ® 7" Pine 3 ® 10" Pine 3 11" Pine 3 ® 5" Pine 3 ® 5" Pine 3 ® 5" Pine 3 ® 6" Pine 3 ® 8" Pine 3 ® 7" Pine 3 ® 7" Pine 3 ® 7" Pine 3 10" Pine 3 9" Pine 3 ® 9" Pine 3 ® 11" Pine 3 ® 10" Pine 3 ® 8" Pine 3 ® 6" Pine 3 ® 6" Pine 3 12" Pine 3 8" Pine 3 ® 10" Pine 3 9" Pine 3 5" Pine 3 ® 9" Pine 3 9" Pine 3 6" Pine 3 8" Pine 3 5" Pine 3 4" Pine 3 6" Pine 3 8" Pine 3 5" Pine 3 6" Pine 3 ® 8" Pine 3 ® 8" Pine 3 ® 10" Pine 3 ® 5" Pine 3 5" Pine 3 5" Pine 3 ® 12" Pine 3 10" Pine 3 5" Pine 3 8" Pine 3 4" Pine 3 8" Pine 3 12" Pine 3 7" Pine 3 ® 4" Pine 3 6" Pine 3 ® 8" Pine 3 7" Pine 3 ® 7" Pine 3 ® 6" Pine 3 ® 14" Live Oak 3, Co- dominate ® 9" Pine 3 ® 6" Pine 3 8" Pine 3 8" Pine 3 ® 14" Pine 3 ® 12" Pine 3 9" Pine 3 ® 9" Pine 3 ® 8" Pine 3 ® 7" Pine 3 ® 8" Pine 3 ® 8" Pine 3 ® 6" Pine 3 ® 5" Pine 3 ® 7" Pine 3 4" Pine 3 20" Pine 3 4" Pine 3 ® 6" Pine 3 ® 5" Pine 3 6" Pine 3 9" Pine 3 ® 8" Pine 3 ® 6" Pine 3 ® 4" Pine 3 M 9" Pine 3 378 9" Pine 3 ® 9" Pine 3 ® 7" Pine 3 ® 6" Pine 3 ® 6" Pine 3 8" Pine 3 5" Pine 3 10" Pine 3 4" Pine 3 4" Pine 3 6" Pine 3 389 8" Pine 3 9" Pine 3 ® 9" Pine 3 ® 5" Pine 3 ® 8" Pine 3 ® 10" Pine 3 11" Pine 3 396 9" Pine 3 397 8" Pine 3 ® 9" Pine 3 9" Pine 3 400 6" Pine 3 9" Pine 3 5" Pine 3 4" Pine 3 8" Pine 3 405 8" Pine 3 406 1 8" Pine 3 8" Pine 3 ® 5" Pine 3 ® 6" Pine 3 ® 6" Pine 3 ® 6" Pine 3 4" Pine 3 ® 6" Pine 3 ® 5" Pine 3 ® 11" Pine 3 ® 6" Pine 3 ® 9" Pine 3 ® 6" Pine 3 ® 9" Pine 3 5" Pine 3 ® 6" Pine 3 ® 9" Pine 3 ® 9" Pine 3 ® 9" Pine 3 ® 7" Pine 3 8" Pine 3 ® 7" Pine 3 ® 7" Pine 3 ® 5" Pine 3 4" Pine 3 8" Pine 3 ® 9" Pine 3 ® 7" Pine 3 4" Pine 3 ® 5" Pine 3 ® 11" Pine 3 ® 10" Pine 3 ® 4" Pine 3 ® 12" Pine 3 ® 6" Pine 3 9" Pine 3 ® 11" Pine 3 ® 7" Pine 3 M 5" Pine 3 M 5" Pine 3 M 6" Pine 3 M 8" Pine 3 M 16" Live Oak 3 ® 9" Pine 3 450 5" Pine 3 M 5" Pine 3 9" Pine 3 ® 11" Pine 3 ® 6" Pine 3 ® 8" Pine 3 M 5" Pine 3 M 9" Pine 3 ® 9" Pine 3 7" Pine 3 ® 7" Pine 3 M 4" Pine 3 M 6" Pine 3 ® 4" Pine 3 ® 7" Pine 3 465 5" Pine 3 466 7" Pine 3 ® 6" Pine 3 ® 11" Pine 3 9" Pine 3 ® 5" Pine 3 ® 5" Pine 3 7" Pine 3 ® 10" Pine 3 ® 9" Pine 3 6" Pine 3 7" Pine 3 ® 6" Pine 3 478 6" Pine 3 479 9" Pine 3 10" Pine 3 5" Pine 3 8" Pine 3 4" Pine 3 ® 9" Pine 3 ® 13" Pine 3 ® 10" Pine 3 ® 6" Pine 3 7" Pine 3 8" Pine 3 ® 6" Pine 3 491 7" Pine 3 492 9" Pine 3 493 8" Pine 3 ® 5" Pine 3 6" Pine 3 ® 8" Pine 3 ® 5" Pine 3 ® 11" Pine 3 ® 4" Pine 3 ® 9" Pine 3 501 8" Pine 3 502 8" Pine 3 503A 7" Pine 3 5036 7" Pine 3 8" Pine 3 9" Pine 3 9" Pine 3 8" Pine 3 ® 12" Pine 3 9" Pine 3 ® 12" Pine 3 511 5" Pine 3 512 8" Pine 3 513 5" Pine 3 ® 7" Pine 3 ® 9" Pine 3 ® 7" Pine 3 ® 11" Pine 3 ® 6" Pine 3 519 8" Pine 3 520 4" Pine 3 522 9" Pine 3 523 5" Pine 3 524 4" Pine 3 8" Pine 3 ® 9" Pine 3 ® 7" Pine 3 ® 9" Pine 3 ® 9" Pine 3 530 6" Pine 3 531 9" Pine 3 532 10" Pine 3 533 8" Pine 3 534 11" Pine 3 535 6" Pine 3 536 8" Pine 3 537 7" Pine 3 538 8" Pine 3 539 9" Pine 3 540 9" Pine 3 541 10" Pine 3 542 7" Pine 3 543 7" Pine 3 544 10" Pine 3 545 9" Pine 3 546 10" Pine 3 547 9" Pine 3 548 6" Cedar 4 ® 15" Live Oak 3, Poor structure, Thin Canopy 13" Live Oak 3, Poor structure, Thin Canopy 36" Live Oak 3, Poor pruning, Thin canopy 552 5 ",8 ",9 ",11" Live Oak 3, Thin canopy, Crowded 553 15" Pine 3 554 4 ",8 ",11" Live Oak 3, Poor structure 555 5 ",11" Live Oak 3, Crowded, Poor branch structure 556 22" Live Oak 4 557 9" Pine 3 558 4" Pine 3 559 9" Pine 3 560 4" Pine 3 561 7" Pine 3 562 9" Pine 3 563 10" Pine 3 564 9" Pine 3 565 8" Pine 3 566 5" Pine 3 567 5" Pine 3 568 10" Pine 3 569 9" Pine 3 570 10" Pine 3 571 6" Pine 3 572 6" Pine 3 573 9" Pine 3 574 10" Pine 3 575 7" Pine 3 576 5" Pine 3 577 5" Pine 3 578 9" Pine 3 579 8" Pine 3 580 11" Pine 3 581 7" Pine 3 582 7" Pine 3 583 11" Pine 3 584 8" Pine 3 585 8" Pine 3 586 6" Pine 3 587 5" Pine 3 588 6" Pine 3 589 10" Pine 3 590 4" Pine 3 591 8" Pine 3 592 4" Pine 3 593 6" Pine 3 594 8" Pine 3 595 9" Pine 3 596 6" Pine 3 597 9" Pine 3 598 12" Pine 3 599 7" Pine 3 600 9" Pine 3 601 10" Pine 3 602 5" Pine 3 ® 7" Pine 3 12" Pine 3 605 4" Pine 3 606 5" Pine 3 607 9" Pine 3 608 9" Pine 3 609 7" Pine 3 610 6" Pine 3 4" Pine 3 ® 4" Pine 3 613 5" Pine 3 614 19" Live Oak 4 615 28" Live Oak 4 616 8 ",10 ",12" Live Oak 4 617 27" Live Oak 4 618 30" Live Oak 4 619 27" Live Oak 4 620 20" Pine 3 621 19" Pine 3 622 26" Live Oak 4 623 22" Live Oak 3 624 18" Live Oak 3, Co- dominate 625 10" Sabal 3 626 10" Sabal 3 627 8" Podocarpus 3 628 11" Magnolia 4 629 10" Sabal 3 630 12" Sabal 3 631 12" Sabal 3 632 11" Sabal 3 633 11" Sabal 3 634 12" Sabal 3 635 8" Live Oak 4 636 8" Live Oak 4 637 8" Live Oak 4 638 36" Live Oak 3, Poor structure, Crowded 639 54" Live Oak 4, Co- dominate 640 22" Live Oak 4 641 18" Live Oak 4, Co- dominate 642 4" Magnolia 4 643 4" Magnolia 4, Co- dominate 644 29" Live Oak 4 645 12" Queen Palm 3 646 10" Queen Palm 3 647 11" Queen Palm 3 ® 11" Queen Palm 3 ® 12" Queen Palm 3 650 11" Queen Palm 3 651 27" Turkey Oak 3, Die -back 652 22" Live Oak 4 M 11" Pine 3 M 30" Live Oak 3, Poor structure, Declining 655 4 ",7 ",9" Magnolia 4 656 13" Sabal 3 657 13" Sabal 3 658 4 ",4 ",4 ",5 ",6" Magnolia 3 659 18" Live Oak 3, Co- dominate 660 (3)23" Live Oak 3, Poor structure, Thinning 661 9" Sabal 3 662 10" Sabal 3 663 Paurotis Palm 3 664 10" Sabal 3 665 10" Sabal 3 666 12" Sabal 3 10" Sabal 3 ® 12" Sabal 3 ® 12" Sabal 3 ® 11" Sabal 3 ® 10" Sabal 3 672 Paurotis Palm 4 673 12" Sabal 3 674 12" Sabal 3 675 12" Sabal 3 676 13" Sabal 3 677 10" Sabal 3 678 11" Sabal 3 679 11" Sabal 3 680 12" Sabal 3 681 6" Holly 3 682 6" Holly 3 683 6" Holly 3 684 19" Laurel Oak 3, Co- dominate 685 35" Live Oak 3, Crowded, Poor structure 686 14" Live Oak 3, Poor structure 687 30" Live Oak 4 688 33" Live Oak 4 689 Paurotis Palm 4 690 4" East Palatka Holly 3, Poor structure 691 20" Live Oak 3, Co- dominate, Poor structure 692 24" Live Oak 3, Co- dominate, Poor structure 693 15" Live Oak 3, Co- dominate 694 Paurotis Palm 4 695 4 ",4" Holly 3, Co- dominate 696 3 -stem Robelenii Palm 3 697 2 -stem Robelenii Palm 3 698 2 -stem Robelenii Palm 3 699 36" Live Oak 3, Poor branching, Poor structure 700 21" Live Oak 3, Poor branching 701 26" Live Oak 3, Poor structure 702 35" Live Oak 4 703 11" Sabal 3 704 11" Sabal 3 705 13" Sabal 3 706 20" Live Oak 3, Poor structure 707 22" Live Oak 3, Poor structure 13" Live Oak 2, Co- dominate, Hazard 709 22" Live Oak 4 710 12 ",15" Live Oak 3, Poor structure, Co- dominate 711 18" Live Oak 3 712 Paurotis 4 713 26" Live Oak 3, Poor structure 714 31" Live Oak 3, Pruning decay, Poor structure 11 ", 30" Live Oak 2, Remove, Hazard 716 23 ",27" Live Oak 3, Poor branching, Crowded 27" Live Oak 2, Decay 17" Live Oak 2, Crowded, Poor structure, Declining 7,19" Live Oak 2, Trunk decay 720 27" Live Oak 3, Thinning 721 Paurotis 4 14" Live Oak 4 723 17" Laurel Oak 4 724 6" Laurel Oak 3, Crowded 725 9" Live Oak 3, Crowded 9" Turkey Oak 2, Hazardous 727 17 ",15" Live Oak 3, Poor branching, Poor structure 4 ",4 ",5" Live Oak 2, Crowded, Poor structure 729 6" Laurel Oak 3 730 5 ",7" Live Oak 3, Poor structure, Co- dominate 731 6 ",10 ",11" Live Oak 3 732 13" Live Oak 3, Poor structure, Crowded 733 12" Live Oak 31 Poor structure, Crowded 734 31" Live Oak 3, Power line through center 17" Water Oak 21 Power line, Mistletoe, Poor structure 736 16" Live Oak 3 737 13 ",16" Live Oak 3, Poor structure 6 ",8 ",9" Camphor 2, Growing in power -line 739 9" Pine 3 740 8 ",12" Live Oak 3, Poor branching 741 7 ",8 ",14" Live Oak 3, Poor structure, Crowded 742 15" Live Oak 3, In power -lines 743 15" Live Oak 3, Crowded, Poor structure 744 16" Live Oak 3, Crowded, Poor structure 745 10" Pine 4 746 14" Pine 4 747 15" Turkey Oak 3, Poor structure, Die -back 748 20" Live Oak 4 749 20" Live Oak 4 750 4" Magnolia 4 751 4" Magnolia 4 752 24" Live Oak 3, Poor structure 753 6" Live Oak 4 19 ",20 ",20 ",20" Live Oak 2, Diseased 755 11" Queen Palm 3 756 23" Live Oak 3, Poor structure 757 20" Live Oak 3, Poor structure, Decay 20" Live Oak 1, Hazardous, Remove ® 17" Live Oak 3 11 ",12" Live Oak 3, Crowded ® 10 ",12" Live Oak 3, Crowded, Part of cluster ® 14" Live Oak 3, Crowded, Part of cluster ® 12 ",14" Live Oak 3, Crowded, Part of cluster 26" Live Oak 4 27" Live Oak 4, Co- dominate 18" Pine 2, In decline 767 14" Pine 3 768 13 ",14 ",15" Live Oak 3, Crowded, Poor branching 36" Turkey Oak 31 Poor structure ® 18" Turkey Oak 3, Declining ® 10" Live Oak 3, Crowded, Part of cluster ® 11" Live Oak 3, Crowded, Part of cluster ® 19" Live Oak 3, Part of cluster ® 8" Live Oak 3, Leaning, Part of cluster 19" Live Oak 2, Potential hazard, Declining 18" Live Oak 2, Hazardous, Declining 4 ",4 ",5" Holly 1, Witches broom, Remove 778 10" Live Oak 3, Poor structure, Part of cluster 779 9" Live Oak 3, Poor structure, Part of cluster 780 8" Live Oak 3, Poor structure, Part of cluster 781 8" Live Oak 3, Poor structure, Part of cluster 782 9" Live Oak 3, Poor structure, Part of cluster 783 16" Live Oak 3, Poor structure, Part of cluster 784 8" Live Oak 3, Poor structure, Part of cluster 785 26" Live Oak 3, Poor structure, Part of cluster 786 7" Live Oak 3, Poor structure, Part of cluster 787 23" Live Oak 3, Poor branching 788 27" Live Oak 3 789 12" Saba[ Palm 3 790 12" Sabal Palm 3 8" Pine 3 ® 9" Pine 3 9" Pine 3 ® 12" Pine 3 795 6" Pine 3 796 9" Pine 3 797 7" Pine 3 798 8" Pine 3 799 7" Pine 3 800 9" Pine 3 M Paurotis Palm 4 802 Paurotis Palm 4 803 Paurotis Palm 4 804 8" Pine 3 805 8" Pine 3 806 10" Pine 3 ® 9" Pine 3 ® 11" Pine 3 ® 10" Pine 3 ® 9" Pine 3 ® 9" Pine 3 812 10" Pine 3 813 8" Pine 3 814 11" Sabal Palm 3 815 11" Sabal 3 816 11" Sabal 3 817 12" Sabal 3 818 12" Saba[ 3 819 12" Sabal 3 820 12" Sabal 3 ® 11" Sabal 3 ® 11" Sabal 3 ® 10" Sabal 3 ® 12" Sabal 3 ® 11" Sabal 3 ® 9" Sabal 3 9" Sabal 3 ® 11" Sabal 3 31" Live Oak 4 830 18" Live Oak 3, Co- dominate ® 10" Sabal 3 832 22" Water Oak 3, Poor structure 833 17" Live Oak 3, Crowded, Poor structure, Co- dominate, Part of Cluster 834 18" Live Oak 3, Crowded, Poor structure, Co- dominate, Part of cluster 835 16" Live Oak 3, Cross - branching 836 13" Live Oak 3 837 21 " Live Oak 4 838 23" Live Oak 4 839 15" Live Oak 3, Co- dominate, Included bark 840 4" Podocarpus 4 841 6 ", 8" Podocarpus 4 842 10" Sabal Palm 3 843 10" Sabal Palm 3 844 10" Sabal Palm 3 845 10" Sabal Palm 3 846 12" Sabal Palm 3 847 10" Sabal Palm 3 848 6 ", 8" Podocarpus 4 849 9" Sabal Palm 3 850 Multi -stem, Paurotis Palm 4 851 (3)4 ", 5 ", 6 ", 7" Magnolia 3, Thinning 852 Multi -stem, Paurotis Palm 4 853 9" Sabal Palm 3 854 10" Sabal Palm 3 855 10" Sabal Palm 3 856 Multi -stem, Paurotis Palm 4 857 10" Sabal Palm 3 858 10" Sabal Palm 3 859 10" Sabal Palm 3 860 Multi -stem, Paurotis Palm 3 861 8" Sabal Palm 3 862 10" Sabal Palm 3 863 10" Sabal Palm 3 864 10" Sabal Palm 3 865 10" Sabal Palm 3 866 12" Sabal Palm 3 867 12" Sabal Palm 3 868 11" Sabal Palm 3 869 11" Sabal Palm 3 870 Multi -stem, Paurotis Palm 3 871 Multi -stem, Paurotis Palm 3 872 20" Live Oak 4 873 Multi -stem, Paurotis Palm 4 874 4" Crepe Myrtle 3 875 4" Crepe Myrtle 3 876 4" Crepe Myrtle 3 877 4" Crepe Myrtle 3 878 4" Crepe Myrtle 3 879 10" Podocarpus 4 880 4" Li ustrum 5 881 Multi -stem, Paurotis Palm 4 882 4 "1 5 ", 6" Podocar us 4 883 4 ", 4 ", 5 ", 6" Podocar us 4 884 8" Live Oak 4 885 12" Live Oak 3, Co- dominate, Included bark 886 6" Holly 3, Poor structure, die -back 887 8" Holly 3, Poor structure, die -back 888 12" Podocar us 4 889 Multi -stem Paurotis Palm 3 15" Live Oak 4 9" Sabal Palm 3, Trunk -scars 10" Sabal Palm 3 10" Sabal Palm 3 894 10" Sabal Palm 3 11" Sabal Palm 3 896 10" Sabal Palm 3 897 12" Sabal Palm 3 898 11" Sabal Palm 3 899 12" Sabal Palm 3 11" Sabal Palm 3 901 11" Sabal Palm 3 902 10" Sabal Palm 3 903 11" Sabal Palm 3 904 11" Saba[ Palm 3 18" Live Oak 4 906 19" Live Oak 4, Some dead -wood 907 16" Live Oak 3 15" Live Oak 3, Some die -back 18" Live Oak 3 11" Pine 3 8" Pine 3 6" Pine 3 9" Pine 3 914 4" Weeping Youpon 3 915 5" Weeping You on 3 916 5" Weeping You on 3 19" Sabal Palm 3 5" Pine 3 12" Sabal Palm 3 12" Sabal Palm 3 10" Sabal Palm 3 11" Sabal Palm 3 12" Sabal Palm 3 7" Pine 3 6" Pine 3 11" Sabal Palm 3 10" Sabal Palm 3 928 11" Sabal Palm 3 929 10" Sabal Palm 3 930 10" Sabal Palm 3 931 10" Sabal Palm 3 932 10" Sabal Palm 3 933 8" Sabal Palm 3 934 9" Sabal Palm 3 935 14" Live Oak 3, Poor-pruning 936 10" Sabal Palm 3 937 10" Saba[ Palm 3 938 10" Saba[ Palm 3 939 8" Sabal Palm 3 940 8" Sabal Palm 3 941 11" Sabal Palm 3 942 11" Sabal Palm 3 943 10" Sabal Palm 3 944 4 ", 5 ", 6" Holly 3 12" Live Oak 4 946 19" Live Oak 3 947 15" Live Oak 3 948 10" Live Oak 3 949 10 ", 11 ", 12" Live Oak 3 950 17" Live Oak 3 951 17 ", 17" Live Oak 3 952 17" Live Oak 3 953 17" Live Oak 3 954 17" Live Oak 3 955 5 "1 7 ", 9 ", 13" Magnolia 3 956 6 ", 8 ", 12" Magnolia 3, Poor structure 957 6 ", 12" Magnolia 3, Cross-branching 958 14" Live Oak 4 7" Live Oak 3, Part of cluster, Leaning, Crowded 22" Live Oak 3, Part of cluster, Leaning, Crowded 14" Live Oak 3, Part of cluster, Leaning, Crowded 13" Live Oak 3, Part of cluster, Leaning, Crowded 10" Live Oak 3, Part of cluster, Leaning, Crowded 14" Live Oak 3, Part of cluster, Leaning, Crowded 965 42" Live Oak 3, Co- dominate, Die -back 966 Multi -stem, Paurotis Palm 3 967 25" Live Oak 3, Thinning, Poor structure, Trunk decay 968 22" Live Oak 3, Part of cluster 20" Live Oak 3, Part of cluster 970 16" Live Oak 3, Part of cluster, Crowded, Poor structure 971 25" Live Oak 3, Part of cluster, Crowded, Poor structure 22" Live Oak 3, Potential hazard 28" Live Oak 3, Poor structure 8" Live Oak 3, 12" Live Oak 3, Co- dominate 976 11 ", 12" Live Oak 3, Co- dominate 977 13" Live Oak 3, Co- dominate 978 Multi -stem, Paurotis Palm 3 979 5" Holly 3 980 11 " Live Oak 3 981 12 ", 15" Live Oak 3, Co- dominate, Poor structure 982 12" Live Oak 3, Co- dominate 983 10" Sabal Palm 3 10" Sabal Palm 3 985 10" Sabal Palm 3 986 12" Sabal Palm 3 10" Sabal Palm 3 4 ", 8" Holly 3, Cross-branching 989 11" Sabal Palm 3 990 11" Sabal Palm 3 991 12" Sabal Palm 3 992 Multi -stem, Paurotis Palm 3 993 Multi -stem, Paurotis Palm 3 Multi -stem, Paurotis Palm 3 20" Live Oak 3, Poor structure 996 12" Magnolia 4 997 30" Live Oak 4 Multi -stem, Paurotis Palm 3 999 8" Holly 3, Co- dominate Multi -stem, Paurotis Palm 4 1001 10" Live Oak 3, Poor branching 1002 10" Live Oak 3, Mechanical trunk damage 1003 4 ", 6 ", 7" Holly 3, Co- dominate, Cross-branching 1004 15" Live Oak 4 1005 13" Live Oak 3, Trunk base mechanical damage 1006 10" Live Oak 3 11" Live Oak 3 10" Live Oak 3 1009 15 ", 18 ", 20" Live Oak 3, Part of cluster, Trunk decay, Poor pruning 27" Live Oak 3, Part of cluster, Crowded 1011 11" Live Oak 3 21" Live Oak 3, Part of cluster, Crowded 20" Live Oak 3, Part of cluster, Crowded 18" Live Oak 3, Part of cluster, Crowded 24" Live Oak 3, Part of cluster, Crowded 4 ", 8" Magnolia 3 13" Live Oak 3, Co- dominate, Included bark 11" Live Oak 3, Co- dominate, Included bark 12" Live Oak 3 10" Magnolia 4 38" Live Oak 3, Thinning 14" Live Oak 2, Hazard 27" Live Oak 3, Die -back 8 ", 9 ", 10 ", 11" Live Oak 3, Included bark 9 ", 9" Magnolia 3 1026 9" Pine 3 1027 12" Pine 3 1028 10" Pine 3 9" Pine 3 1030. 8" Pine 3 1031 8" Pine 3 8" Pine 3 1033 8" Pine 3 1034 6" Pine 3 8" Pine 3 8" Pine 3 6" Pine 3 1038 10" Pine 3 1039 11" Pine 3 10" Pine 3 10" Pine 3 9" Pine 3 12" Pine 3 9" Pine 3 9" Pine 3 4" Pine 3 9" Pine 3 10" Pine 3 8" Pine 3 6" Pine 3 9" Pine 3 6" Pine 3 6" Pine 3 12" Pine 3 10" Pine 3 8" Pine 3 10" Pine 3 8" Pine 3 6" Pine 3 6" Pine 3 10" Pine 3 6" Pine 3 6" Pine 3 7" Pine 3 8" Pine 3 9" Pine 3 8" Pine 3 9" Pine 3 5" Pine 3 5" Pine 3 5" Pine 3 5" Pine 3 12" Pine 3 5" Pine 3 6" Pine 3 6" Pine 3 0 7" Pine 3 ' -0 :{ 5" Pine 3 6" Pine 3 =* 9" Pine 3 5" Pine 3 5" Pine 3 6" Pine 3 4" Pine 3 10" Pine 3 5" Pine 3 4" Pine 3 10" Pine 3 9" Pine 3 10" Pine 3 8" Pine 3 8" Pine 3 5" Pine 3 10" Pine 3 5" Pine 3 8" Pine 3 9" Pine 3 6" Pine 3 6" Pine 3 9" Pine 3 8" Pine 3 8" Pine 3 7" Pine 3 4" Pine 3 8" Pine 3 6" Pine 3 9" Pine 3 6" Pine 3 8" Pine 3 4" Pine 3 7" Pine 3 6" Pine 3 6" Pine 3 6" Pine 3 4" Pine 3 9" Pine 3 8" Pine 3 9" Pine 3 5" Pine 3 6" Pine 3 8" Pine 3 10" Pine 3 8" Pine 3 9" Pine 3 9" Pine 3 7" Pine 3 8" Pine 3 6" Pine 3 7" Pine 3 6" Pine 3 7" Pine 3 8" Pine 3 11" Pine 3 7" Pine 3 7" Pine 3 10" Pine 3 8" Pine 3 6" Pine 3 4" Pine 3 4" Pine 3 9" Pine 3 5" Pine 3 4" Pine 3 9" Pine 3 6" Pine 3 10" Pine 3 8" Pine 3 8" Pine 3 4" Pine 3 4" Pine 3 8" Pine 3 10" Pine 3 7" Pine 3 10" Pine 3 9" Pine 3 10" Pine 3 6" Pine 3 8" Pine 3 5" Pine 3 6" Pine 3 9" Pine 3 15" Pine 3 9" Pine 3 8" Pine 3 8" Pine 3 10" Pine 3 4" Pine 3 10" Pine 3 7" Pine 3 7" Pine 3 10" Pine 3 9" Pine 3 4" Pine 3 6" Pine 3 9" Pine 3 5" Pine 3 4" Pine 3 8" Pine 3 8" Pine 3 6" Pine 3 10" Pine 3 9" Pine 3 9" Pine 3 9" Pine 3 8" Pine 3 9" Pine 3 4" Pine 3 9" Pine 3 10" Pine 3 6" Pine 3 12" Pine 3 7" Pine 3 7" Pine 3 6" Pine 3 6" Pine 3 9" Pine 3 11" Pine 3 8" Pine 3 6" Pine 3 8" Pine 3 7" Pine 3 7" Pine 3 7" Pine 3 7" Pine 3 7" Pine 3 12" Pine 3 12" Pine 3 9" Pine 3 9" Pine 3 10" Pine 3 8" Pine 3 8" Pine 3 `/2 13 8" Cypress 3 `214 6" Cypress 3 ` 12 15 9" Cypress 3 7" Cypress 3 10" Cypress 3 ' 2, 18 8" Cypress 3 ' 219 10" C press 3 ' X20 9" Cypress 3 1221 8" Cypress 3 1222 8" Cypress 3 1223 6" Cypress 3 1224 6" Cypress 3 1225 5" Cypress 3 1226 6" Cypress 3 1227 6" Cypress 3 1228 10" Cypress 3 1229 12" Cypress 3 1230 12" Cypress 3 1231 7" Cypress 3 1232 7" Cypress 3 1233 10" Cypress 3 1234 8" Cypress 3 1235 12" Cypress 3 1236 9" Cypress 3 1237 11 " Cypress 3 1238 11" Cypress 3 1239 6" Cypress 3 1240 5" Cypress 3 1241 8" Cypress 3 1242 9" Cypress 3 1243 8" Cypress 3 16" Cypress 3 1245 8" Cypress 3 1246 9" Cypress 3 13" Cypress 3 13" Cypress 3 10" Cypress 3 1250 8" Cypress 3 1251 6" Cypress 3 1252 8" Cypress 3 11 " Cypress 3 12" Cypress 3 1255 8" Cypress 3 1256 11" Cypress 3 9" Cypress 3 9" Cypress 3 11" Cypress 3 13" Cypress 3 10" Cypress 3 1262 6" Cypress 3 1263 10" Cypress 3 10" Cypress 3 1265 9" Cypress 3 1266 5" Cypress 3 7" Cypress 3 8" Cypress 3 1269 8" Cypress 3 1270 6" Cypress 3 1271 5" Cypress 3 1272 5" Cypress 3 12" Cypress 3 1274 11 " Cypress 3 11 " Cypress 3 1276 12" Cypress 3 9" Cypress 3 1278 6" Cypress 3 1279 4" Cypress 3 1280 6" Cypress 3 1281 6" Cypress 3 1282 8" Cypress 3 1283 6" Cypress 3 9" Cypress 3 6" Cypress 3 10" Cypress 3 1287 12" Cypress 3 1288 6" Cypress 3 1289 7" Cypress 3 1290 6" Pine 3 10" Pine 3 7" Pine 3 7" Pine 3 9" Pine 3 1295 8" Pine 3 1296 7" Cypress 3 1297 5" Cypress 3 1298 7" Pine 3 7" Pine 3 6" Pine 3 6" Pine 3 9" Pine 3 8" Pine 3 7" Pine 3 10" Cypress 3 9" Cypress 3 7" Pine 3 8" Pine 3 8" Pine 3 10" Pine 3 6" Pine 3 7" Pine 3 8" Cypress 3 7" Cypress 3 8" Cypress 3 7" Cypress 3 7" Cypress 3 10" Pine 3 6" Pine 3 10" Pine 3 6" Pine 3 1, Dying, Top broken out 5" Cypress 3 10" Pine 3 9" Pine 3 11" Pine 3 12" Pine 3 9" Pine 3 6" Pine 3 5" Pine 3 6" Pine 3 6" Pine 3 6" Pine 3 1334 4" Pine 3 8" Pine 3 1336 7" Pine 3 1337 5" Pine 3 1338 6" Pine 3 1339 7" Pine 3 1340 7" Pine 3 1341 4" Pine 3 1342 6" Pine 3 1343 7" Pine 3 12" Pine 3 1345 7" Pine 3 8" Pine 3 8" Pine 3 8" Pine 3 7" Pine 3 6" Pine 3 6" Pine 3 7" Pine 3 8" Pine 3 8" Pine 3 6" Pine 3 9" Pine 3 1357 10" Pine 3 1358 6" Pine 3 1359 5" Pine 3 1360 6" Pine 3 1361 6" Pine 3 1362 7" Pine 3 1363 8" Pine 3 1364 8" Pine 3 1365 8" Pine 3 1366 10" Pine 3 1367 10" Pine 3 1368 6" Pine 3 1369 7" Pine 3 1370 5" Pine 3 1371 7" Pine 3 1372 10" Pine 3 1373 8" Pine 3 1374 11" Pine 3 1375 10" Pine 3 1376 10" Pine 3 1377 8" Pine 3 1378 9" Pine 3 1379 7" Pine 3 1380 8" Pine 3 1381 4" Pine 3 1382 8" Pine 3 1383 8" Pine 3 1384 6" Pine 3 1385 7" Pine 3 1386 6" Pine 3 1387 4" Pine 3 1388 8" Pine 3 1389 8" Pine 3 1390 7" Pine 3 1391 8" Pine 3 1392 6" Pine 3 1393 9" Pine 3 1394 7" Pine 3 1395 8" Pine 3 1396 5" Pine 3 1397 10" Pine 3 1398 7" Pine 3 1399 6" Pine 3 1400 7" Pine 3 1401 7" Pine 3 1402 10" Pine 3 1403 8" Pine 3 1404 8" Pine 3 1405 7" Pine 3 1406 6" Pine 3 1407 7" Pine 3 1408 8" Pine 3 1409 8" Pine 3 1410 7" Pine 3 1411 9" Pine 3 1412 7" Pine 3 1413 8" Pine 3 1414 6" Pine 3 1415 6" Pine 3 1416 5" Pine 3 1417 8" Pine 3 1419 8" Pine 3 1420 6" Pine 3 1421 8" Pine 3 1422 6" Pine 3 1424 8" Pine 3 1425 8" Pine 3 1426 8" Pine 3 1427 9" Pine 3 1428 7" Pine 3 1429 8" Pine 3 1430 5" Pine 3 1431 7" Pine 3 1432 8" Pine 3 1433 8" Pine 3 1434 5" Pine 3 1435 6" Pine 3 1436 6" Pine 3 1437 8" Pine 3 1438 6" Pine 3 1439 4" Pine 3 1440 12" Pine 3 1441 5" Pine 3 1442 6" Pine 3 1443 5" Pine 3 1444 6" Pine 3 1445 6" Pine 3 1446 7" Pine 3 1447 7" Pine 3 1448 5" Pine 3 1449 9" Pine 3 1450 8" Pine 3 1451 7" Pine 3 1452 6" Pine 3 1453 8" Pine 3 1454 4" Pine 3 1455 6" Pine 3 1456 7" Pine 3 1457 8" Pine 3 1458 7" Pine 3 1459 9" Pine 3 1460 6" Pine 3 1461 8" Pine 3 1462 6" Pine 3 1463 5" Pine 3 1464 8" Pine 3 1465 6" Pine 3 1466 6" Pine 3 1467 7" Pine 3 1468 8" Pine 3 1469 6" Pine 3 1470 9" Pine 3 1471 5" Pine 3 1472 7" Pine 3 1473 5" Pine 3 1474 8" Pine 3 1475 7" Pine 3 1476 8" Pine 3 1477 7" Pine 3 1478 6" Pine 3 1479 7" Pine 3 1480 8" Pine 3 1481 7" Pine 3 1482 8" Pine 3 1483 9" Pine 3 1484 10" Pine 3 1485 7" Pine 3 1486 7" Pine 3 1487 8" Pine 3 1488 6" Pine 3 1489 8" Pine 3 1490 8" Pine 3 1491 8" Pine 3 1492 6" Pine 3 1493 6" Pine 3 1494 7" Pine 3 1495 7" Pine 3 1496 8" Pine 3 1497 6" Pine 3 1498 9" Pine 3 1499 6" Pine 3 1500 7" Pine 3 1501 6" Pine 3 1502 6" Pine 3 1503 7" Pine 3 1504 8" Pine 3 1505 4" Pine 3 1506 10" Pine 3 1507 7" Pine 3 1508 11" Pine 3 1509 7" Pine 3 1510 7" Pine 3 1511 6" Pine 3 1512 6" Pine 3 1513 6" Pine 3 1514 5" Pine 3 1515 6" Pine 3 1516 7" Pine 3 1517 7" Pine 3 1518 7" Pine 3 1519 5" Pine 3 1520 5" Pine 3 1521 7" Pine 3 1522 6" Pine 3 1523 7" Pine 3 1524 8" Pine 3 1525 4" Pine 3 1526 8" Pine 3 1527 6" Pine 3 1528 8" Pine 3 1529 6" Pine 3 1530 9" Pine 3 1531 5" Pine 3 1532 7" Pine 3 1533 10" Pine 3 1534 8" Pine 3 1535 8" Pine 3 1536 8" Pine 3 1537 10" Pine 3 1538 8" Pine 3 1539 9" Pine 3 1540 8" Pine 3 1541 11" Pine 3 1542 9" Pine 3 1543 9" Pine 3 1544 10" Pine 3 1545 9" Pine 3 1546 9" Pine 3 1547 11" Pine 3 1548 10" Pine 3 1549 7" Pine 3 1550 9" Pine 3 1551 9" Pine 3 1552 7" Pine 3 1553 11" Pine 3 1554 9" Pine 3 1555 7" Pine 3 1556 11" Pine 3 1557 9" Pine 3 1558 8" Pine 3 1559 12" Pine 3 1560 10" Pine 3 1561 7" Pine 3 1562 8" Pine 3 1563 8" Pine 3 1564 7" Pine 3 1565 8" Pine 3 1566 4" Pine 3 1567 8" Pine 3 1568 8" Pine 3 1569 10" Pine 3 1570 6" Pine 3 1571 4" Pine 3 1572 5" Pine 3 1573 5" Pine 3 1574 7" Pine 3 1575 9" Pine 3 1576 5" Pine 3 1577 4" Pine 3 1578 5" Pine 3 1579 7" Pine 3 1580 6" Pine 3 1581 5" Pine 3 1582 5" Pine 3 1583 7" Pine 3 1584 5" Pine 3 1585 10" Pine 3 1586 4" Pine 3 6" Pine 1, Dying 11" Pine 0, Almost dead 1589 6" Pine 3 1590 6" Pine 3 1591 7" Pine 3 1592 5" Pine 3 1593 6" Pine 3 1594 7" Pine 3 1595 6" Pine 3 1596 10" Pine 3 1597 6" Pine 3 1598 6" Pine 3 1599 12" Pine 3 1600 6" Pine 3 1601 5" Pine 3 1602 7" Pine 3 1603 7" Pine 3 1604 6" Pine 3 1605 7" Pine 3 1606 5" Pine 3 1607 7" Pine 3 1608 8" Pine 3 1609 10" Pine 3 1610 11" Pine 3 1611 9" Pine 3 1612 11" Pine 3 1613 12" Pine 3 1614 7" Pine 3 1615 9" Pine 3 1616 9" Pine 3 1617 11" Pine 3 1618 8" Sabal Palm 3 1619 11" Sabal Palm 3 1620 10" Sabal Palm 3 1621 10" Sabal Palm 3 1622 10" Sabal Palm 3 1623 7" Magnolia 4 1624 10" Sabal Palm 3 1625 12n Sabal Palm 3 14" Pine 3 10" Pine 3 10" Pine 3 9" Pine 3 12° Pine 3 3 8" Pine 3 it 1 12" Pine 3 10" Pine 3 7" Pine 3 10" Pine 3 12" Pine 3 6" Pine 3 7" Pine 3 6" Pine 3 4 6" Pine 3 4` 6" Pine 3 7" Pine 3 9" Pine 3 9" Pine 3 6" Pine 3 4Q 8" Pine 3 44 11" Pine 3 6" Pine 3 5" Pine 3 7" Pine 3 11" Pine 3 11" Pine 3 7" Pine 3 6" Pine 3 9" Pine 3 '656 6" Pine 3 '657 7" Pine 3 '658 9" Pine 3 '659 7" Pine 3 '660 11" Pine 3 '661 7" Pine 3 '662 10" Pine 3 '663 7" Pine 3 10" Pine 3 10" Pine 3 7" Pine 3 '667 8" Pine 3 '668 6" Pine 3 '669 4" Pine 3 '670 5" Pine 3 '671 4" Pine 3 '672 5" Pine 3 '673 12" Pine 3 1674 10" Pine 3 1675 6" Pine 3 1676 11" Pine 3 1677 6" Pine 3 1678 6" Pine 3 1679 11" Pine 3 1680 10" Pine 3 1681 5" Pine 3 1682 7" Pine 3 1683 7" Pine 3 1684 7" Pine 3 1685 7" Pine 3 1686 7" Pine 3 1687 7" Pine 3 1688 10" Pine 3 1689 7" Pine 3 1690 10" Pine 3 1691 4" Pine 3 1692 4" Pine 3 1693 11" Pine 3 1694 13" Pine 3 1695 5" Pine 3 1696 6" Pine 3 1697 8" Pine 3 1698 5" Pine 3 1699 8" Pine 3 1700 6" Pine 3 1701 8" Pine 3 12" Cypress 3 10" Cypress 3 13" Cypress 3 13" Cypress 3 8" Cypress 3 4" Cypress 3 1708 5" Cypress 3 1709 10" Cypress 3 10" Cypress 3 1711 9" Cypress 3 4" Cypress 3 10" Cypress 3 11" Cypress 3 1715 6" Cypress 3 11" Cypress 3 1717 5" Cypress 3 12" Cypress 3 1719 6" Cypress 3 10" Cypress 3 1721 11" Cypress 3 1722 13" Cypress 3 1723 9" Cypress 3 1724 13" Cypress 3 1725 7" Cypress 3 1726 8" Cypress 3 1727 11" Cypress 3 1728 11 " Cypress 3 1729 9" Cypress 3 1730 11" Cypress 3 1731 11 " Cypress 3 1732 15" Cypress 3 1733 10" Cypress 3 1734 10" Cypress 3 1735 12" Cypress 3 1736 11" Cypress 3 1737 14" Cypress 3 1738 12" Cypress 3 1739 6" Cypress 3 1740 6" Cypress 3 1741 12" Cypress 3 1742 12" Cypress 3 1743 12" Cypress 3 1744 11 " Cypress 3 1745 12" C press 3 1746 11 " Cypress 3 1747 11" Cypress 3 1748 6" Cypress 3 1749 9" Cypress 3 1750 8" Cypress 3 1751 9" Cypress 3 1752 7" Cypress 3 1753 10" C press 3 1754 11 " Cypress 3 1755 7" Cypress 3 1756 8" Cypress 3 1757 8" Cypress 3 1758 10" Cypress 3 1759 10" Cypress 3 1760 6" Cypress 3 1761 8" Cypress 3 1762 10" Cypress 3 1763 9" Cypress 3 1764 10" Cypress 3 1765 5" Cypress 3 1766 10" Cypress 3 1767 6" Cypress 3 1768 10" Cypress 3 1769 14" Cypress 3 1770 10" Cypress 3 1771 4" Cypress 3 1772 5" Cypress 3 1773 4" Cypress 3 1774 10" Cypress 3 1775 6" Cypress 3 1776 5" Cypress 3 1777 4" Cypress 3 1778 9" Cypress 3 1779 9" Cypress 3 1780 8" Cypress 3 1781 8" Cypress 3 1782 11 " Cypress 3 1783 11 " Cypress 3 1784 9" Cypress 3 1785 11 " Cypress 3 1786 13'Cypress 3 1787 7" Cypress 3 1788 11 " Cypress 3 1789 8" Cypress 3 1790 8" Cypress 3 1791 6" Cypress 3 1792 10" Cypress 3 1793 9" Cypress 3 1794 10" Cypress 3 1795 9" Cypress 3 1796 8" Cypress 3 1797 10" Cypress 3 1798 6" Cypress 3 1799 7" Cypress 3 1800 8" Cypress 3 1801 7" Cypress 3 1802 4" Cypress 3 1803 9" Cypress 3 1804 5" Cypress 3 1805 4" Cypress 3 1806 6" Cypress 3 1807 10" Cypress 3 1808 4" Cypress 3 1809 5" Tupelo 3 1810 6" Cypress 3 1811 6" Cypress 3 1812 7" Cypress 3 1813 9" Cypress 3 1814 10" Cypress 3 1815 7" Cypress 3 1816 9" Cypress 3 1817 9" Cypress 3 1818 6" Cypress 3 1819 7" Cypress 3 1820 8" Cypress 3 1821 8" Cypress 3 1822 T Cypress 3 1823 8" Cypress 3 1824 4" Cypress 3 1825 10" Cypress 3 1826 5" Cypress 3 1827 4" Cypress 3 1828 7" Cypress 3 1829 5" Cypress 3 1830 4" Cypress 3 1831 5" Cypress 3 1832 9" Cypress 3 1833 12" Cypress 3 1834 8" Cypress 3 1835 6" Cypress 3 1836 7" Cypress 3 1837 9" Cypress 3 1838 7" Cypress 3 1839 8" Cypress 3 1840 4" Cypress 3 1841 11" Cypress 3 1842 4" Cypress 3 1843 11" Cypress 3 1844 5" Cypress 3 1846 6" Cypress 3 1847 5" Cypress 3 1.848 7" Cypress 3 1849 7" Cypress 3 1850 7" Cypress 3 1851 6" Cypress 3 1852 4" Cypress 3 1853 5" Cypress 3 1854 6" Cypress 3 1855 5" Cypress 3 1856 6" Cypress 3 1857 7" Cypress 3 1858 5" Cypress 3 1859 5" Cypress 3 1860 6" Cypress 3 1861 5" Cypress 3 1862 6" Cypress 3 1863 8" Cypress 3 1864 7" Cypress 3 1865 11" Cypress 3 1866 5" Cypress 3 1867 4" Cypress 3 1868 9" Cypress 3 1869 12" Cypress 3 1870 9" Cypress 3 1871 12" Cypress 3 1872 6" Cypress 3 1873 9" Cypress 3 1874 5" Cypress 3 1875 8" Cypress 3 1876 4" Cypress 3 1877 12" Cypress 3 1878 4" Cypress 3 1879 6" Cypress 3 1880 4" Cypress 3 1881 5" Cypress 3 1882 5" Cypress 3 1883 4" Cypress 3 1884 4" Cypress 3 1885 9" Cypress 3 1886 6" Cypress 3 1887 5" Cypress 3 1888 5" Cypress 3 1889 4" Cypress 3 1890 4" Cypress 3 1891 5" Cypress 3 1892 4" Cypress 3 1893 5" Cypress 3 1894 6" Cypress 3 1895 5" Cypress 3 1896 6" Cypress 3 1897 6" Cypress 3 1898 4" Cypress 3 1899 11 " Cypress 3 1990 7" Cypress 3 1901 5" Cypress 3 1902 6" Cypress 3 1903 5" Cypress 3 1904 4" Cypress 3 1905 5" Cypress 3 1906 6" Cypress 3 1907 6" Cypress 3 1908 7" Cypress 3 1909 4" Cypress 3 1910 6" Cypress 3 1911 4" Cypress 3 1912 6" Cypress 3 1913 4" Cypress 3 1914 4" Cypress 3 1915 5" Cypress 3 1916 4" Cypress 3 1917 5" Cypress 3 1918 6" Cypress 3 1919 6" Cypress 3 1920 4" Cypress 3 1921 4" Cypress 3 1922 4" Cypress 3 1923 5" Cypress 3 1924 4" Cypress 3 1925 4" Cypress 3 1926 5" Cypress 3 1927 7" Cypress 3 1928 7" Cypress 3 1929 6" Cypress 3 1930 6" Cypress 3 1931 5" Cypress 3 1932 11 " Cypress 3 1933 12" Cypress 3 1934 10" Cypress 3 1935 6" Cypress 3 1937 9" Cypress 3 1938 8" Cypress 3 1939 7" Cypress 3 1940 9" Cypress 3 1941 5" Cypress 3 1942 6" Cypress 3 1943 6" Cypress 3 1944 9" Cypress 3 1945 10" Cypress 3 1946 5" Cypress 3 1947 5" Cypress 3 1948 7" Cypress 3 1949 5" Cypress 3 1950 4" Cypress 3 1951 4" Cypress 3 1952 6" Cypress 3 1953 9" Cypress 3 1954 A 12" Cypress 3 1954 B 5" Cypress 3 1955 12" Cypress 3 1956 7" Cypress 3 1957 7" Cypress 3 1958 15" Cypress 3 1959 11" Cypress 3 1960 8" Cypress 3 1961 6" Cypress 3 1962 6" Cypress 3 1963 11 " Cypress 3 1964 6" Cypress 3 1965 5" Cypress 3 1966 5" Cypress 3 1967 5" Cypress 3 1968 8" Cypress 3 1969 6" Cypress 3 1970 6" Cypress 3 1971 6" Cypress 3 1972 7" Cypress 3 1973 5" Cypress 3 1974 14" Cypress 3 1975 20" Cypress 3 1976 7" Cypress 3 1977 4" Cypress 3 1978 7" Cypress 3 1979 12" Cypress 3 1980 6" Cypress 3 1981 8" Cypress 3 1982 6" Cypress 3 1983 9" Cypress 3 1984 6" Cypress 3 1985 5" Cypress 3 1986 12" Cypress 3 1987 12" Cypress 3 1988 13" Cypress 3 1989 10" Cypress 3 1990 10" Cypress 3 1991 5" Cypress 3 1992 12" Cypress 3 1993 8" Cypress 3 1994 7" Cypress 3 1995 13" Cypress 3 1996 13" Cypress 3 1997 5" Cypress 3 1998 13" Cypress 3 1999 7" Cypress 3 2000 4" Cypress 3 2001 9" Cypress 3 2002 13" Cypress 3 2003 13" Cypress 3 2004 4" Cypress 3 2005 12" Cypress 3 2006 10" Cypress 3 2007 4" Cypress 3 2008 9" Cypress 3 2009 6" Cypress 3 2010 9" Cypress 3 2011 4" Cypress 3 2012 12" Cypress 3 2013 7" Cypress 3 2014 11 " Cypress 3 2015 8" Cypress 3 2016 7" Cypress 3 2017 12" Cypress 3 2018 8" Cypress 3 2019 12" Cypress 3 2020 5" Cypress 3 2021 5" Cypress 3 2022 6" Cypress 3 2023 13" Cypress 3 2024 13" Cypress 3 2025 6" Cypress 3 2026 15" Cypress 3 2027 13" Cypress 3 2028 11 " Cypress 3 2029 10" Cypress 3 2030 14" Cypress 3 2031 15" Cypress 3 2032 12" Cypress 3 2033 4" Cypress 3 2034 13" Cypress 3 2035 9" Cypress 3 2036 15" Cypress 3 2037 8" Cypress 3 2038 15" Cypress 3 2039 13" Cypress 3 2040 14" Cypress 3 2041 9" Cypress 3 2042 6" Cypress 3 2043 11" Cypress 3 2044 8" Cypress 3 2045 24" C press 3 2046 12" Cypress 3 2047 18" Cypress 3 2048 9" Cypress 3 2049 5" Cypress 3 2050 6" Cypress 3 2051 7" Cypress 3 2052 7" Cypress 3 2053 13" Cypress 3 2054 14" Cypress 3 2055 4" Cypress 3 2056 6" Cypress 3 2057 6" Cypress 3 2058 6" Cypress 3 2059 12" Cypress 3 2060 8" Cypress 3 2061 11" Cypress 3 2062 12" Cypress 3 2063 8" Cypress 3 2064 7" Cypress 3 2065 9" Cypress 3 2066 8" Cypress 3 2067 9" Cypress 3 2068 5" Cypress 3 2069 4" Cypress 3 2070 10" Cypress 3 2071 10" Cypress 3 2072 8" Cypress 3 2073 5" Maple 3 2074 10" Maple 3 2075 8" Maple 3 2076 10" Maple 3 2077 11" Maple 3 2078 5" Maple 3, Poor structure 2079 7" Maple 3 2080 4" Maple 3 6 ",10 ",13 ",5" Maple 2, Severe trunk damage from cross branching 2082 16" Maple 3, Wind damage 4" Carrotwood 1, Invasive exotic Remove 5" Carrotwood 1, Invasive exotic Remove 2085 6" Maple 3 2086 15" Bay 3 2087 13" Laurel Oak 3, Co- dominate 5" Cypress 2, Possible old lightning damage, Stunted 8" Cypress 2, Possible old lightning damage, Not stunted 8" Cypress 2, Possible old lightning damage, Not stunted 6" Cypress 1, Possible old lightning damage, Stunted 2092 9" Cypress 3 2093 6" Cypress 3 2094 9" Cypress 3 2095 8" Cypress 3 2096 A 7" Cypress 3 2096 B 9" Cypress 3 2097 10" Cypress 3 2098 5" Cypress 3 2099 10" Cypress 3 2100 10" Cypress 3 2101 12" Cypress 3 6" Cypress 2, Possible old lightning damage 2103 10" Cypress 3 2104 8" Cypress 3 2105 6" Cypress 3 2106 10" Cypress 3 2107 8" Cypress 3 2108 9" Cypress 3 2109 12" Cypress 3 2110 12" Cypress 3 2111 7" Cypress 3 2112 11 " Cypress 3 2113 10" Cypress 3 2114 10" Cypress 3 10" Cypress 3 2116 12" Cypress 3 2117 7" Cypress 3 2118 8" Cypress 3 7" Cypress 3 2120 8" Cypress 3 2121 9" Cypress 3 2122 8" Cypress 3 2123 8" Cypress 3 10" Cypress 3 2125 9" Cypress 3 2126 10" Cypress 3 2127 9" Cypress 3 2128 7" Cypress 3 2129 8" Cypress 3 2130 8" Cypress 3 2131 9" Cypress 3 2132 10" Cypress 3 2133 12" Pine 3 2134 11" Pine 3 2135 8" Cypress 3 2136 5" Cypress 3 2137 9" Pine 3 2138 5" Pine 3 2139 9" Pine 3 2140 7" Pine 3 2141 9" Pine 3 2142 12" Pine 3 2143 9" Pine 3 2144 7" Pine 3 2145 8" Pine 3 2146 6" Pine 3 2147 9" Pine 3 2148 9" Pine 3 2149 12" Pine 3 2150 7" Pine 3 2151 8" Pine 3 2152 8" Pine 3 2153 7" Pine 3 2154 10" Pine 3 2155 6" Pine 3 2156 7" Pine 3 2157 6" Pine 3 2158 6" Pine 3 2159 9" Pine 3 2160 8" Pine 3 2161 9" Pine 3 11" Pine 3 9" Pine 3 2164 5" Pine 3 2165 8" Pine 3 2166 10" Pine 3 2167 6" Pine 3 2168 10" Pine 3 2169 4" Pine 3 6" Pine 3 2171 8" Pine 3 2172 11" Pine 3 2173 12" Pine 3, Co- dominate 2174 9" Pine 3 2175 8" Pine 3 6" Pine 3 8" Pine 3 9" Pine 3 2179 8" Pine 3 2180 7" Pine 3 10', Pine 3 10" Pine 3 10" Pine 3 2184 10" Pine 3 9" Pine 3 2186 10" Pine 3 2187 10" Pine 3 7" Pine 3 5" Pine 2, Almost dead 10" Pine 3 7" Pine 3 6" Pine 3 2192 10" Pine 3 2193 8" Pine 3 2194 11" Pine 3 2195 6" Pine 3 2196 10" Pine 3 2197 10" Pine 3 7" Pine 3 9" Pine 3 6" Pine 3 2201 6" Pine 3 2202 8" Pine 3 2203 6" Pine 3 2204 8" Pine 3 2205 7" Pine 3 2206 8" Pine 3 6" Pine 3 8" Pine 3 2209 8" Pine 3 2210 10" Pine 3 2211 12" Pine 3 2212 6" Pine 3 2213 10" Pine 3 2214 10" Pine 3 2215 9" Pine 3 2216 5" Pine 3 2217 5" Pine 3 2218 8" Pine 3 9" Pine 3 2220 8" Pine 3 7" Pine 3 2222 7" Pine 3 2223 9" Pine 3 2224 10" Pine 3 2225 7" Pine 3 2226 12" Pine 3 2227 9" Pine 3 2228 10" Pine 3, Co- dominate 2229 6" Pine 3 2230 11" Pine 3 2231 8" Pine 3 2232 4" Pine 3 10" Pine 3 9" Pine 3 9" Pine 3 2236 10" Pine 3 6" Pine 3 9" Pine 3 2239 9" Pine 3 2240 10" Pine 3 2241 11" Pine 3 2242 9" Pine 3 2243 13" Pine 3 2244 10" Pine 3 2245 11" Pine 3 2246 6" Pine 3 2247 6" Pine 3 2248 8" Pine 3 7" Pine 3 5" Pine 3 8" Pine 3 6" Pine 3 2253 12" Pine 3 2254 9" Pine 3 2255 8" Pine 3 8" Pine 3 5" Pine 3 6" Pine 3 9" Pine 3 2260 5" Pine 3 8" Pine 3 2262 9" Pine 3 2263 5" Pine 3 9" Pine 3 9" Pine 3 10" Pine 3 2267 12" Pine 3 9" Pine 3 10" Pine 3 9" Pine 3 9" Pine 3 I affirm that my opinions have been made in good faith, with no coercion from others. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, Certified Arborist, Certificate #FL -1235A Butler Design Group/ Golden Rain Nursery, Inc. RECIPROCAL EASEMENT COMMON USAGE AND OPERATION AGREEMENT THIS RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION AGREEMENT ( "Agreement ") is made as of this \ 54-- day of 6 ru(g-LLl� , 2003, between REGENCY OAKS, LLC, a Delaware limited liability ompany ( "Regency "), and SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability company ( "Sylvan "). Preliminary Statement Regency is the owner in fee of certain real property (the "Regency Parcel "), located in Pinellas County, Florida. The Regency Parcel is more particularly described in Exhibit "A" attached hereto. Certain improvements are currently existing on the Regency Parcel. Sylvan is the owner in fee of certain real property (the "Sylvan Parcel ") located contiguous to the Regency Parcel. The Sylvan Parcel is more particularly described in Exhibit "B" attached hereto. Certain improvements are currently existing on the Sylvan Parcel. The Regency Parcel and the Sylvan Parcel, as more particularly described on Exhibit "A" and Exhibit "B" are herein collectively referred to as the "Parcels," and each individually as a "Parcel." Sylvan and Regency recognize that it is necessary that they agree and cooperate with respect to the operation and maintenance of their Parcels and the common infrastructure and facilities contained therein. Sylvan and Regency therefore intend herein to grant to each other certain easements and to grant to each other certain rights to use common facilities shared by both Parcels. Sylvan and Regency also intend herein to provide for certain obligations and restrictions with respect to the operation and maintenance of their respective Parcels and facilities contained therein. Such easements, obligations and restrictions shall run to the benefit of, and bind the respective Parcels, and the owners from time to time of all or any portion thereof. The terms "Regency" or "Sylvan" shall be deemed to refer to such parties and the respective heirs, successors, grantees and assigns of such parties (individually the "Owner," or collectively, the "Owners "). NOW, THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, Sylvan and Regency hereby grant; covenant and agree as follows: _U o i° r- r° — r- A _gy(0 m — N _ o =gym o� m =mm =N � N .� UI 01 =-col of_-U 0 0� T ia 0 Ula �.3 KARLEEN F. DE BLAG, CD pI5MRT PIWLLAS COIlR FLORIDA -� PREPARED BY AND RETURN TO: # PAGES 4CI94019 Q-&2W3 0J:4A:10 ice' JOAN M. VECCHIOLI, ESQUIRE ACCT * — 51 EAS-RUM HEALTH PROPERTIES --JOHNSON, BLAKELY, POPE, BOKOR, HG AMT 000000 RUPPEL &BURNS, PA. AMT I4:0 795 FK:12517 SFG :2051 EF'S:M92 911 CHESTNUT STREET CLEARWATER, FL 33756 -" EC BS DR219 ryo RECORDING 042 PAGES 1 $190.50 DS DOC ST W _ DR219 3 $.70 INT - -- FEES TOTAL: $191.20 PIC P/C — CHECK AfT.TEIIDETED: $191.20 REV TOTAL ITM cue: x.00 BY _A::� DM CLERK RECIPROCAL EASEMENT COMMON USAGE AND OPERATION AGREEMENT THIS RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION AGREEMENT ( "Agreement ") is made as of this \ 54-- day of 6 ru(g-LLl� , 2003, between REGENCY OAKS, LLC, a Delaware limited liability ompany ( "Regency "), and SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability company ( "Sylvan "). Preliminary Statement Regency is the owner in fee of certain real property (the "Regency Parcel "), located in Pinellas County, Florida. The Regency Parcel is more particularly described in Exhibit "A" attached hereto. Certain improvements are currently existing on the Regency Parcel. Sylvan is the owner in fee of certain real property (the "Sylvan Parcel ") located contiguous to the Regency Parcel. The Sylvan Parcel is more particularly described in Exhibit "B" attached hereto. Certain improvements are currently existing on the Sylvan Parcel. The Regency Parcel and the Sylvan Parcel, as more particularly described on Exhibit "A" and Exhibit "B" are herein collectively referred to as the "Parcels," and each individually as a "Parcel." Sylvan and Regency recognize that it is necessary that they agree and cooperate with respect to the operation and maintenance of their Parcels and the common infrastructure and facilities contained therein. Sylvan and Regency therefore intend herein to grant to each other certain easements and to grant to each other certain rights to use common facilities shared by both Parcels. Sylvan and Regency also intend herein to provide for certain obligations and restrictions with respect to the operation and maintenance of their respective Parcels and facilities contained therein. Such easements, obligations and restrictions shall run to the benefit of, and bind the respective Parcels, and the owners from time to time of all or any portion thereof. The terms "Regency" or "Sylvan" shall be deemed to refer to such parties and the respective heirs, successors, grantees and assigns of such parties (individually the "Owner," or collectively, the "Owners "). NOW, THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, Sylvan and Regency hereby grant; covenant and agree as follows: _U o i° r- r° — r- A _gy(0 m — N _ o =gym o� m =mm =N � N .� UI 01 =-col of_-U 0 0� T ia 0 Ula �.3 r4 ., PINELLAS COUNTY FLR, OFF,REC.BK 12517 PG 2052 ARTICLE I — GRANT OF EASEMENTS Section 1.01. Grant of Roadway Access Easement. (a) Access Easement. Regency hereby grants, imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive easement for vehicular and pedestrian access over, upon, across and through the paved surfaces lying within the real property described in Exhibit "C" attached hereto and made a part hereof (the "Roadway "), in order to provide vehicular and pedestrian ingress and egress to and from the Sylvan Parcel. (b) Costs and Maintenance. The Owner of the Regency Parcel shall be responsible for maintenance, repair and replacement of the Roadway so that the Roadway shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. In consideration for this access easement and use of the Roadway, the Owner of the Sylvan Parcel shall bear its proportionate share of all costs and expenses relating to maintaining, repairing and replacing the improvements from time to time located within and immediately adjacent to the Roadway including, without limitation, pavement, landscaping and spot lighting. The proportionate share charged to the Owner of the Sylvan Parcel shall be based upon the Land Acreage Formula. For purposes of this Agreement, the "Land Acreage Formula" shall mean the proportion of acreage of the respective Parcel (5.84 acres as to the Sylvan Parcel and 33.77 acres as to the Regency Parcel) in relation to the total number of acres within the Parcels (39.61 acres), which is otherwise stated as 14.74% as to the Sylvan Parcel and 85.26% as to the Regency Parcel. The proportionate share shall be due from the Owner of the Sylvan Parcel within thirty (30) days after demand therefor, as evidenced by supporting documentation. Notwithstanding the foregoing, Sylvan shall not repair, maintain or replace the Roadway improvements unless Regency fails to repair, maintain or replace the same after reasonable notice to Regency by Sylvan of the need for repair, maintenance or replacement, unless exigent circumstances exist which makes the giving of reasonable notice impracticable. Section 1.02. Grant of Water /Fire Line Easement. (a) Water /Fire Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, nonexclusive easement over, under and across the real property described on Exhibit "A" and Exhibit "B" for potable water /fire line purposes including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any pipe or line providing potable water /fire service to the Parcels, including related facilities such as fire hydrants, Siamese connections and double check valve assemblies, gate valves and meter assemblies, and reasonable ingress and egress thereto, but excluding any pipes or lines that may lie under buildings or 2 PINELLRS COUNTY FLR. . ) OFF,REC.BK 12517 PC 2053 within five feet (5') of buildings (the "Water /Fire Line "). All such pipes, lines, and facilities are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of City Service. This easement shall not be utilized personally by either Sylvan or Regency unless the City of Clearwater ceases to provide service for the Water /Fire Line through existing easements. (c) Maintenance, Repair and Use of Water /Fire Line. Each Owner shall be responsible for maintenance, repair and replacement of the Water /Fire Line on its Parcel so that the Water /Fire Line shall be and remain in'a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Water /Fire Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Water /Fire Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined by separate meters or sub- meters for each Parcel and billed and collected directly by the utility service provider. Each Owner hereby grants to the other Owner and its utility service provider access easements necessary to read water meters. Section 1.03. Grant of Sanitary Sewer Easement. (a) Sanitary Sewer Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, nonexclusive easement over, under, across and through the real property described on Exhibit "A" and Exhibit "B" for the purpose of underground sanitary sewer collection and transmission including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, seven and one -half feet (75) on each side of the centerline of any pipe or line providing sanitary sewer service to the Parcels, including reasonable ingress and egress thereto, but excluding any pipes or lines that may lie under buildings or within seven and one -half feet (7.5') of buildings (the "Sanitary Sewer Line "). All such pipes and lines are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed.January 28, 2003, Project No. 1031. (b) Cessation of City Service. This easement shall not be utilized personally by either Sylvan or Regency unless the City of Clearwater ceases to provide service for the Sanitary Sewer Line through existing easements. 3 PINELLAS COUNTY FLA. OFF . REC . BK 12517 PG 2054 (c) Maintenance. Repair and Use of Sanitary Sewer Line. Each Owner shall be responsible for maintenance, repair and replacement of the Sanitary Sewer Line on its Parcel so that the Sanitary Sewer Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses. incurred in connection with maintenance, repair and replacement of the Sanitary Sewer Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Sanitary Sewer Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. Section 1.04. Grant of Gas Line Easement. (a) Gas Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, nonexclusive easement over, under, across and through the real property described on Exhibit "A" and Exhibit "B" for the purpose of utilizing underground natural gas facilities including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any pipe or line providing natural gas to the Parcels, including reasonable ingress and egress thereto, but excluding any pipes or lines that may lie under buildings or within five feet (5') of buildings (the "Gas Line "). All such pipes, lines and facilities are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of City of Clearwater Service. This easement shall not be utilized personally by either Sylvan or Regency unless the City of Clearwater permanently ceases to provide service for the Gas Line through existing easements. (c) Maintenance, Repair and Use of Gas Line. Each Owner shall be responsible for maintenance, repair and replacement of the Gas Line on its Parcel so that the Gas Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Gas Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Gas Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. El PINELLAS COUNTY FLR, OFF,REC,BK 12517 PG 2055 Section 1.05. Grant of Power Line Easement. (a) Power Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, .nonexclusive easement over, under, across and through the real property described on Exhibit "A" and Exhibit "B" for the purpose of utilizing underground electric lines and facilities including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any line providing electric service to the Parcels, including reasonable ingress and egress thereto, but excluding any lines that may lie under buildings or within five feet (5') of buildings (the "Power Line "). All such lines are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of Florida Power Service. This easement shall not be utilized personally by either Sylvan or Regency unless Florida Power Corporation ceases to provide service for the Power Line through existing easements. (c) Maintenance, Repair and Use of Power Line. Each Owner shall be responsible for maintenance, repair and replacement of the Power Line on its Parcel so that the Power Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Power Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Power Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. Section 1.06. Grant of Telephone Line Easement. (a) Telephone Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of Verizon Florida, Inc. ( "Verizon ") a perpetual, nonexclusive easement over, under, across and through the real property described on Exhibit "A" and Exhibit "B" for the purpose of utilizing underground telephone lines and facilities including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any line providing telephone service to the Parcels. including reasonable ingress and egress thereto, but excluding any lines that may lie under buildings or within five feet (5') of buildings (the "Telephone Line "). All such lines are currently in place and serving the Parceis in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD.. INC. dated 47 }' P INELLAS COUNTY FLA. OFF,REC.8K 12517 PG 2056 August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of Verizon Service. In the event Verizon ceases to provide service for the Telephone Line, the easement granted by Regency on the Regency Parcel shall run in favor of the Sylvan Parcel and the easement granted by Sylvan on the Sylvan Parcel shall run in favor of the Regency Parcel. (c) Maintenance, Repair and Use of Telephone Line. Each Owner shall be responsible for maintenance, repair and replacement of the Telephone Line on its Parcel so that the Telephone Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Telephone Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. Section 1.07. Grant of Drainage Easement. (a) Sylvan Drainage Easement. Regency hereby grants, imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive easement for the use, construction, installation, repair, replacement, removal and inspection of a storm water collection, treatment and conveyance system and related facilities, including inlets, pipes, drains, storm sewers, conduits, collectors, drainage areas and /or drainage ditches or channels and other facilities to capture and channel the flow of surface and storm water. All such facilities are currently in place and serving the Parcels in the approximate locations shown on sheet 6 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30,. 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. This easement shall be imposed seven and one -half feet (7.5') on each side of the centerline of any pipe or facility located within the Regency Parcel conveying surface or storm water, together with a drainage easement over the dry detention pond areas, legally described on Exhibit "D" attached hereto, with rights of reasonable ingress and egress thereto (collectively, the "Sylvan Drainage Area "). (b) Regency Drainage Easement. Sylvan hereby grants, imposes and establishes in favor of the Regency Parcel a perpetual, nonexclusive easement for the use, construction, installation, repair, replacement, removal and inspection of a storm water collection, treatment and conveyance system and related facilities, including inlets, pipes, drains, sewers, conduits, collectors, drainage areas and /or drainage ditches or channels and other facilities to capture and channel the flow of surface and storm water. All such facilities are currently in place and serving the Parcels in the approximate locations shown on sheet 6 of 7 of those certain survey drawings prepared �by ZARRA BOYD, INC. dated August 30. 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. This easement shall be imposed seven and one -half feet (7.5') on each side of the centerline of any pipe or facility located within the Sylvan Parcel conveying surface or storm water L PINELLRS COUNTY FLA, OFF,REC,BK 12517 PG 2057 (collectively, the "Regency Drainage Area "). (The Sylvan Drainage Area and the Regency Drainage Area are collectively the "Drainage Areas "). (c) Maintenance, Repair and Use of Drainage Areas. Each Owner shall be responsible for maintenance, repair and replacement of the Drainage Areas on its Parcel so that the Drainage Areas shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations including, without limitation, that certain SWFWMD Construction Permit #402707.03 (the " SWFWMD Construction Permit "). All costs and expenses incurred in connection with maintenance, repair and replacement of the Drainage Areas shall be allocated among Sylvan and Regency based upon the Land Acreage Formula. Section 1.08. Grant of Site Irrigation Easement. (a) Sylvan Site Irrigation Easement. Regency hereby grants, imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive easement for site irrigation including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any irrigation system components including, without limitation, piping, wells, heads, tanks, pumps, controls, and wiring, located on the Regency Parcel, together with an easement over the irrigation compounds, legally described on Exhibit "E" attached hereto, including reasonable ingress and egress thereto (collectively the "Sylvan Irrigation Areas "). All such irrigation system components are currently in place and serving the Parcels. (b) Regency Site Irrigation Easement. Sylvan hereby grants, imposes and establishes in favor of the Regency Parcel a perpetual, nonexclusive easement for site irrigation including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any irrigation system components including, without limitation, piping, wells, heads, tanks, pumps, controls, and wiring, located on the Sylvan Parcel, including reasonable ingress and egress thereto (the "Regency Irrigation Areas "). All such irrigation system components are currently in place and serving the Parcels. (The Sylvan Irrigation Areas and the Regency Irrigation Areas are collectively the "Irrigation Areas "). (c) Maintenance, Repair and Use of Irrigation Areas. Each Owner shall be responsible for maintenance, repair and replacement of the Irrigation Areas on its Parcel so that the Irrigation Areas shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations including that certain SWFMWD Permit #20010358.001. All costs and expenses incurred in connection with maintenance, repair and replacement of the Irrigation Areas shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Irrigation Areas, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency 7 PINELLRS COUNTY FLA. OFF , REC , BK 12517 PG 2058 based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. Section 1.09. Grant of Cable Television Easement. (a) Cable Television Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, nonexclusive easement for the purpose of utilizing cable television lines and facilities including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5) on each side of the centerline of any line located within the real property described in Exhibit "A" and Exhibit "B" providing cable television service to the Parcels, including reasonable ingress and egress thereto, but excluding any lines that may lie under buildings or within five feet (5) of buildings (the "Cable Television Line "). All such lines are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of Time - Warner Cable Service. This easement shall not be utilized personally by either Sylvan or Regency unless Time - Warner Cable permanently ceases to provide service for the Cable Television Line. (c) Maintenance, Repair and Use of Cable Television Line. Each Owner shall be responsible for maintenance, repair and replacement of the Cable Television Line on its Parcel so that the Cable Television Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred. in connection with maintenance, repair and replacement of the Cable Television Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Cable Television Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. Section 1.10. Grant of Trash Compactor Area and Access Route Easement. (a) Trash Compactor and Access Easement. Regency hereby grants, imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive easement over, upon, across and through the real property described on Exhibit "F" attached hereto and made a part hereof, in order to provide for Sylvan's use of the trash compactor located thereon and vehicular and pedestrian ingress and egress to and from the Sylvan Parcel and the trash compactor area (the "Trash Compactor Area and Access Route "). 8 PINELLPS COUNTY FLP. OFF . REC . BK 12517 PG 2059 (b) Costs and Maintenance. The Owner of the Regency Parcel shall be responsible for maintenance, repair and replacement of the Trash Compactor Area and Access Route so that the Trash Compactor Area and Access Route shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. In consideration for the use of the Trash Compactor Area and Access Route, the Owner of the Sylvan Parcel shall bear its proportionate share of all costs and expenses relating to using, operating, maintaining, repairing and replacing the improvements from time to time located within the Trash Compactor Area and Access Route including, without limitation, trash compacting equipment, pavement, landscaping and lighting. The proportionate share charged to the Owner of the Sylvan Parcel shall be based upon a fraction, the numerator of which shall be the number -of individual mobile trash carts dumped from the Sylvan Parcel and the denominator of which shall be the total number of individual mobile trash carts dumped from the Parcels based on studies done from time to time. The proportionate share shall be due from the Owner of the Sylvan Parcel within thirty (30) days after demand therefor as evidenced by supporting documentation. Notwithstanding the foregoing, Sylvan shall not repair, maintain or replace the Trash Compactor Area and Access Route improvements unless Regency fails to repair, maintain or replace the same after reasonable notice to Regency by Sylvan of the need for repair, maintenance or replacement, unless exigent circumstances exist which makes the giving of reasonable notice impracticable. Section 1.11. Additional Improvements. In the event that additional improvements to the foregoing easements are reasonably deemed necessary by an Owner: (a) the Owner requiring such improvements shall be solely responsible for the design and construction of such additional improvements; -(b) this Agreement shall be amended and executed by each Parcel Owner for purposes of reflecting the maintenance and repair responsibilities for such improvements; (c) the Owner requiring the improvements shall cause such upgrades or improvements to be completed promptly once work is initiated; (d) the location of such additional facilities shall be acceptable to the Owner of the subject Parcels and all reasonable steps shall be taken to minimize any interference with the business operations of the Owner of such Parcel and the improvements located thereon, and to prevent any interruption in service; and (e) the Owner .requiring the improvements shall be responsible for one hundred percent (100 %) of the costs associated with any upgrades or improvements required to be performed to the existing easements. Section 1.12. Relocation of Utility Easements. Sylvan reserves the right to relocate the easements created under Sections 1.02, 1.03, 1.04, 1.05, 1.06, 1.08 and 1.09 which are located on the Sylvan Parcel, provided that: (i) such relocation is performed only after thirty (30) days' written notice to Regency of Sylvan's intention to relocate; (ii) such relocation shall be at the sole cost of Sylvan; and (iii) all reasonable steps are taken to minimize any interference with the business operations of Regency and to prevent any interruption in use and seniice. Regency reserves the right to relocate the easements created under Sections 1.02, 1.03, 1.047 0 PINELLRS COUNTY FLR. OFF.REC.BK 12517 PG 2060 1.05, 1.06, 1.08, 1.09 and 1.10 which are located on the Regency Parcel, provided that: (i) such relocation is performed only after thirty (30) days' written notice to Sylvan of Regency's intention to relocate; (ii) such relocation shall be at the sole cost of Regency; and (iii) all reasonable steps are taken to minimize any interference with the business operations of Sylvan, and to prevent any interruption in use and service. Section 1.13. Binding Effect. The easement rights described herein shall run with the land and shall benefit and burden the Regency Parcel and the Sylvan Parcel in perpetuity, or until released by a recorded instrument signed by all necessary parties. The easements described herein shall be binding upon Regency and Sylvan and their successors and assigns who own any interest in any portion of the property described in Exhibits "A" and "B," and each such Owner may grant the benefit of such easements to the tenants and other occupants of the Sylvan Parcel and the Regency Parcel for the duration of such occupancy, and to the customers, employees, agents and business invitees thereof; but same is not intended nor shall it be construed as creating any rights in or for the benefit of the general public nor shall it affect any real property outside of the Parcels. The foregoing easement areas are reserved for such use for the term of this Agreement and shall hereinafter be collectively referred to as the "Easement Areas." Section 1.14. Restrictions. The Easement Areas shall be subject to the covenants and restrictions set forth in Article IV. ARTICLE II — COMMON FACILITIES AND USE Section 2.01. Site Signage. Regency and Sylvan grant to each other the right and license to use the common site signage contained within the Parcels and the signage located at the entrance to the Parcels consistent with the manner currently used. Any changes to an Owner's signage located on the Parcel of another Owner shall be subject to the reasonable approval of such other Owner. Section 2.02. Communication System Use. Sylvan grants to Regency the right and license to use the private telephone and communication system hardware and software contained in the skilled nursing center located on the Sylvan Parcel. Section 2.03. Street Lighting. Regency and Sylvan grant to each other the right and license to use the existing street lighting on the Parcels for the benefit of each Owner's respective Parcel. Section 2.04. Maintenance, Repair and Use of Common Facilities. Each of the foregoing facilities described in Sections 2.01, 2.02 and 2.03 shall hereinafter be collectively referred to as the "Common Facilities." Each Owner shall be responsible for maintenance, repair and replacement of the Common Facilities on its Parcel so that the Common Facilities shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, 10 PINELLAS COUNTY FLA. OFF . REC . BK 12517 PG 2061 codes, rules and regulations. All costs incurred in connection with the continuing use of the common site signage and street lighting shall be shared proportionately among Sylvan and Regency based upon the Land Acreage Formula. Unless otherwise provided in a separate agreement between the Owners governing telephone services, all costs incurred with the continuing use of the common communication system shall be shared proportionately among Sylvan and Regency based upon the total number of lines in the rotary serving each Parcel. Unless otherwise provided in a separate agreement between the Owners governing telephone services, long distance charges shall be based on traffic studies done from time to time. ARTICLE III — MAINTENANCE AND OPERATION Section 3.01. Maintenance and Repair. (a) Each Owner shall maintain, repair and replace all improved portions of the public areas located on its respective Parcel, so as to keep such areas at all times in a sound, orderly, sightly, good and functional condition to standards of comparable developments in the Pinellas County area. (b) Each Owner shall be responsible for keeping the public areas on .its own. Parcel clean and free from refuse and rubbish. (c) Each Owner shall repave, re- stripe and replace markings on the surface of the parking areas and driveways in its Parcel from time to time as and when necessary so as to provide for the orderly parking of automobiles and shall place''and maintain adequate exit and entrance and other traffic control signs to direct traffic in-and out of said parking areas. (d) Each Owner shall cause all buildings, improvements, Easement Areas and Common Facilities located on its respective Parcel to comply with all applicable requirements of law and governmental regulation applicable thereto, provided however, that an Owner may contest any such law or regulation so long as such contest would not create any material danger of a loss of title to, or impairment in any way of the use of all or any portion of the Easement Areas and Common Facilities for their intended purposes. (e) All landscaped areas on each Parcel shall be planted, irrigated, mowed and otherwise tended to by the Owner thereof. Section 3.02. Operation and Lighting. (a) Each Owner shall keep the roadways and parking areas of its respective Parcel open to the clients of the Parcels seven (7) days a week at all times and lighted after dusk. 11 PINELLAS COUNTY FLR, OFF, , REC . BK 12517 PG 2062 (b) Any additional facilities and fixtures to be used in the lighting of the roadways or parking areas of the Parcels shall be constructed and maintained in accordance with specifications mutually agreed upon by the Owners. Section 3.03. Delegation of Maintenance. The Owners may enter into an agreement, with the consent of the Owners of all Parcels affected thereby, appointing one of the Owners or a third party to perform all or portions of the maintenance and repair of the Easement Areas and Common Facilities. Whether maintenance and repair is performed by a third party or by the respective Owners, and unless otherwise provided in such separate agreement governing such services, each Owner shall be responsible to pay its respective Share (as hereinafter defined) of the costs incurred by the designated party in performing such services, which costs shall include the ordinary operating and maintenance expenditures incurred as well as capital expenditures to the extent so authorized, provided however, that any expenditure in which another Owner must share for a repair or replacement of the designated party costing $5,000 or more shall require the prior approval of each such Owner. As used herein, the term "Share" shall be based on the Land Acreage Formula, unless otherwise specified herein. ARTICLE IV — COVENANTS AND RESTRICTIONS Section 4.01. Restrictions on Public Areas. The Parcels shall be subject to the following restrictions which shall be binding on each Owner--and each of its tenants, occupants, employees, agents or invitees: (a) No obstruction to the free flow of traffic and use of the Easement Areas and Common Facilities shall be permitted,._except to-the extent,. herein .expressly provided for. (b) Any construction shall be conducted in a manner which will limit the maximum extent practicable any interference with the operation of the balance of the Parcels. ' (c) No portion of the Parcels shall be used for a business or use which creates strong; unusual or offensive odors, fumes, dust or -vapors; is a public or private nuisance; emits noise or sounds which are objectionable due to intermittence, beat, frequency, shrillness or loudness; or creates unusual fire, explosive or other hazards. (d) No Parcel may be subdivided, parcelized, split or otherwise divided without the consent of the Owners of all Parcels legally affected thereby. (e) The Regency Parcel may not be used or operated for any purpose other than an independent living facility and/or continuing care and retirement community and related uses; the Sylvan Parce! may not be used or operated for any purpose other than a skilled nursing facility, an assisted living facility and /or home health care agency and related health care uses. 12 t PINELLAS COUNTY FLR, l OFF , REC , SK 12517 PG 2063 (f) Any building erected on any Parcel and any remodeling or reconstruction work undertaken on any existing buildings located on the Parcels: shall at all times be of first quality construction and architectural design and shall at all times conform to the original design concepts of the Parcels including, without limitation, exterior elevations and color thereof; shall be architecturally and aesthetically compatible and harmonious with the other buildings and improvements on the Parcels; and shall comply with the then applicable requirements of all local building codes. ARTICLE V — LIABILITY INDEMNIFICATION Section 5.01. Liability; Indemnification. Each Owner shall indemnify and hold every other Owner harmless from and against any damages, liability, actions, claims and expenses (including attorneys' fees in a reasonable amount) in connection with the loss of life, personal injury, damage to property or claims of lien for work or labor performed, or materials or supplies furnished, arising from or out of any occurrence in or upon such indemnifying Owner's Parcel. The indemnity and hold harmless provisions of the foregoing sentence shall not apply to damages, liability, actions, claims or expenses: (1) resulting wholly or in part from the tortious acts or omissions of the indemnified Owner, its tenants, agents, contractors, employees, licensees, or any other party acting by, through or under such Owner, or (2) occasioned wholly or in part by any act or omission of said indemnified. Owner, its tenants, agents, contractors, employees, licensees or other party acting by, through or under such Owner, in connection with the use by any such party of any easements or rights benefiting the Parcel of the indemnified Owner and burdening the Parcel of the indemnifying Owner, whether granted under this Agreement or any other � agreement. Further, and notwithstanding the foregoing, each Owner shall indemnify and hold every other Owner harmless from and against any damages liability, actions, claims. and expenses (including attorneys' fees in a reasonable amount) in connection with the loss of life, personal injury, damage to property or claims of lien for work or labor performed, or materials or supplies furnished, occasioned wholly or in part by any act or omission of such indemnifying Owner, its tenants, agents, contractors, employees, licensees or other party acting by, through or under such Owner, in connection with the use by any such party of any easements or rights granted under this Agreement which burden another Owner's Parcel with uses or improvements which exclusively benefit (as between the indemnifying Owner and the indemnified Owner) the indemnifying Owner's Parcel. The indemnity and hold harmless provisions of the foregoing sentence shall not apply to damages, liability, actions, claims or expenses resulting wholly or in part from the tortious act or omission of the indemnified Owner, its tenants, agents, contractors, employees, licensees or any other party acting by, through or under such Owner. Section 5.02. Liability Insurance. Each Owner shall maintain or cause to be maintained public liability insurance insuring against claims on account of loss of life, bodily injury or property damage that may arise from, or be occasioned by the 13 PINELLRS COUNTY FLR, OFF,REC,BK 12517 PG 2064 j. condition, use or occupancy of its Parcel or from the use of the Easement Areas and Common Facilities by the Owner and its tenants, agents, contractors, employees, licensees, customers and invitees of such Owner or the occupants of its Parcel to the extent such insurance is generally available at commercially reasonable rates. ARTICLE VI — CASUALTY AND EMINENT DOMAIN Section 6.01. Casualty. (a) If any of the buildings located on any Parcel is damaged or destroyed by fire or other cause, the Owner of such building shall promptly cause either: (i) the repair, restorations, or rebuilding of the building so damaged or destroyed; or (ii) the razing of any damaged building, the filling of any excavation, and performance of any other work necessary to put such portion of the Parcel in a clean, sightly, sound and orderly condition. (b) Unless otherwise specified in this Agreement, in the event any easement - related improvements located within Easement Areas or Common Facilities are damaged or destroyed, the Owner of the Parcel to which such damage has occurred shall promptly cause the repair, restoration or rebuilding of the improvements to the extent necessary to restore them to their previously improved condition and restore such other areas to the extent necessary to avoid interference with the remaining Easement Areas and Common Facilities. (c) The rights and obligations contained herein shall be subordinate to the right to proceeds contained in any Institutional Mortgage (as hereinafter defined). Section 6.02. Casualty Insurance. In order to assure performance of their respective obligations under Section 6.01, the Owners of the respective Parcels shall cause to be carried fire and extended coverage insurance on all buildings and improvements on their respective Parcels in an amount of the replacement cost of such improvements to the extent such insurance is generally available at commercially reasonable rates. Section 6.03. Eminent Domain. In the event the whole or any part of the Parcels shall be taken by right of eminent domain or any similar authority of law (a "Taking "), the entire award for the value of the land and improvements so taken shall belong to the Owner of the Parcel so taken or to such Owner's mortgagees or tenants, as their interest may appear, and no other Owner shall have a right to claim any portion of such award by virtue of any interest created by this Agreement. Any Owner of a Parcel which is not the subject of a taking may, however, file a collateral claim with the condemning authority over and above the value of the land being so taken to the extent of any damage suffered by such Owner resulting from the severance of the land or improvements so taken if such claim shall not operate to reduce the award allocable to the Parcei taken. In the event of a partial Taking, the Owner of the portion of the Parcei so taken shall restore the easement - related improvements located within the Easement Areas and Common Facilities of the 14 1 PINELLRS COUNTY FLR. OFF . REC . BK 12517 PG 2065 Owner's Parcel as nearly as possible to the condition existing prior to the Taking without contribution from any other Owner and any portion of any condemnation award necessary therefore shall be held in trust and applied for such purpose, provided that the cost of relocating any utilities shall be borne in accordance with the ratios set forth in Section 3.03 and further provided that all awards applicable to the relocation of utilities shall be first applied to the cost thereof. The rights and obligations contained herein shall be subordinate to the right to proceeds contained in any Institutional Mortgage (as hereinafter defined). ARTICLE VII — REMEDIES Section 7.01. Self Help; Lien Riqhts Disputes. (a) If any Owner shall default in the performance of an obligation of such Owner (such Owner being herein called a "Defaulting Owner "), which default affects the Owner of another Parcel or any party claiming by, through or under such Owner. (an "Affected Party "), such Affected Party, in addition to all other remedies it may have at law or in equity, after ten days' prior written notice to the Defaulting Owner and any Institutional Mortgagee under an Institutional Mortgage (as hereinafter defined) (or in the event of an emergency after such notice as is practical under the circumstances), shall have the right to perform such obligation on behalf of the Defaulting Owner, subject to the dispute provisions of Section 7.06. In such event, the Defaulting Owner shall promptly reimburse the Affected Party the cost thereof, together with interest thereon from the date of outlay at a rate equal to the lesser of (i) two percent in excess of the prime lending rate announced by Citibank, N.A. as its prime rate or (ii) the highest rate permitted by applicable law (the "Interest Rate "). (b) Any such claim for reimbursement, together with interest thereon as aforesaid, shall be secured by a lien on the Parcel and improvements thereon owned by the Defaulting Owner, which lien shall be effective upon the recording of a notice thereof in the Office of the Clerk of the Circuit Court of Pinellas County.. The lien shall be subordinate to any mortgage or deed of trust held by an institutional lender now or hereafter affecting the subject Parcel (an "Institutional Mortgage "); and any purchaser at any foreclosure or trustee's sale (as well as any grantee by deed in lieu of foreclosure or trustee's sale) under any such Institutional Mortgage shall take title subject only to liens thereafter accruing pursuant to this Section 7.01. Section 7.02. Iniunctive and Other Remedies. In the event of a breach by any Owner of any obligation of this Agreement, the other Owners shall be entitled to obtain an injunction specifically enforcing the performance of such obligation; the Owners hereby acknowledge the inadequacy of legal remedies and the irreparable harm which would be caused by any such breach, and /or to relief by other available legal and equitable remedies from the consequences of such breach. Any action taken or document executed in violation of this Agreement shall be void and may be set aside upon the petition of the other Owners. Any costs and expenses of any such proceeding, including reasonable attorneys' fees incurred at mediation, arbitration, trial, or on appeal, shall be paid by Defaulting Owner and, if recorded 15 i PINELLRS COUNTY FLA. OFF . REC . BK 12517 PG 2066 without Dispute as provided in Section 7.06, shall constitute a lien against the land, and improvements thereon, or the interests therein, until paid. Section 7.03. No Waiver. No delay or omission of any Owner in the exercise of any right accruing upon any default of any other Owner shall impair such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any Owner of a breach of, or a default in, any of the terms and conditions of this Agreement by any other Owner shall not be construed to be a waiver of any subsequent breach of or default in the same or any other provision of this Agreement. Except as otherwise specifically provided in this Agreement, (i) no remedy provided in this Agreement shall be exclusive but each shall be cumulative with all other remedies provided. in this Agreement and (ii) all remedies at law or in equity shall be available. Section 7.04. Non - Terminable Agreement. No breach of the provisions of this Agreement shall entitle any Owner or party to cancel, rescind or otherwise terminate this Agreement, but such limitation shall not affect, in any manner, any other rights or remedies which any party may have hereunder by reason of any breach of the provisions of this Agreement. No breach of the provisions of this Agreement shall defeat or render invalid the lien of any mortgage or deed of trust made in good faith for value covering any part of the Parcels, and any improvements thereon. Section 7.05. Force Maieure. In the event any Owner or any other party shall: be delayed or hindered in or prevented from the performance of any act required to be performed by such party by reason of Acts of God, strikes, lockouts, unavailability of materials, failure of power, prohibitive governmental laws or regulations, riots, insurrections, the act or failure to act.of the other party, adverse weather conditions preventing the performance of work as certified to by an architect, war or other reason beyond such party's control, then the time for performance of such act shall be extended for a period equivalent to the period of such delay. Lack of adequate funds or financial inability to perform shall not be deemed to be a cause beyond the control of such party. Section 7.06. Dispute. In the event of any dispute as to the necessity of any required action or the propriety of any action taken with respect thereto or the appropriate cost or expense of such action which is the subject of reimbursement, if any, or any other claims or dispute under this Agreement ( "Dispute ") the disputing party ( "Disputing Party ") shall notify the other party in writing as to the nature of any such Dispute within ten (10) days of any notice of default, claim or lien sent by any Affected Party or Owner. In the event of a Dispute, any action taken by the Affected Party shall be subject to the rights of the Disputing Party in all respect and no lien or notice thereof shall become effective until the judicial determination of such Dispute or settlement agreed to by the parties. Any costs and expenses of any litigation determining such Dispute, including . reasonable attorney's fees incurred at mediation, arbitration, trial, on appeal or in connection with post- judgment collection proceedings, shall be paid by the party judicially determined to be at fault or in error. 16 PINELLAS COUNTY FLR, OFF,REC.BK 12517 PG 2067 Notwithstanding the foregoing, if an emergency exists or if the failure to take any action might subject a party to fine or. prosecution for a crime or constitute a default under any mortgage or deed of trust, the party whose Parcel is so affected shall have the right, prior to adjudication of the Dispute as aforesaid, to take reasonable steps so as to protect its position, the propriety of which as well as the reimbursement of the resulting costs shall be adjudicated as aforesaid to be in default or error in such Dispute. ARTICLE VIII — TERM Section 8.01. This Agreement and the easements, rights, obligations and liabilities created hereby shall be perpetual to the extent permitted by law. ARTICLE IX — EFFECT OF INSTRUMENT Section 9.01. Mortgage Subordination. Any mortgage or deed of trust affecting any portion of the Parcels shall at all times be subject and subordinate to the terms of this Agreement, except to the extent expressly otherwise provided herein, and any party foreclosing any such mortgage or deed of trust, or acquiring title by deed in lieu of foreclosure or-trustee's sale shall acquire title subject to all of the terms and provisions of this Agreement, subject to Section 7.01(b) hereof. Each party„ hereto represents and warrants to the other parties that there is no presently existing mortgage or deed of trust lien on its Parcel, other than mortgage or deed of trust -liens that are expressly subordinate to the provisions of this Agreement or for which the holder of such mortgage or deed of trust lien has executed an express confirmation or consent to be recorded in connection with this Agreement. Section 9.02. Binding Effect. Every agreement, covenant, promise, undertaking, condition, easement; right, privilege, option and restriction made, granted or assumed, as the case may be, by either party to this Agreement is made by such party not only personally for the benefit of the other party hereto but also as Owner of a portion of the Parcels and shall constitute equitable';servitude on the portion of the Parcels owned by such party appurtenant to and for the benefit of the other portions of the Parcels. Any transferee of any part of the Parcels shall automatically be deemed, by acceptance of the title to any portion of the Parcels, to have assumed all obligations of this Agreement relating thereto to the extent of its interest in its Parcel and to have agreed with the then Owner or Owners of all other portions of the Parcels to execute any and all instruments and to do any and all things reasonably required to carry out the intention of this Agreement and the transferor shall upon the completion of such transfer be relieved of all further liability under this Agreement except liability with respect to matters that may have arisen during its period of ownership of the portion of the Parcels so conveyed that remain unsatisfied. Section 9.03. Non - Dedication. Nothing contained in this Agreement shall be deemed to be a gift or dedication of any portion of the Parcels to the general public or for any public use or purpose whatsoever, it being the intention of the WA PINELLRS COUNTY FLA. OFF . REC . BK 12517 PG 2068 parties hereto and their successors and assigns and that nothing in this Agreement, expressed or implied, shall confer upon any person, other than the parties hereto and their successors and assigns, any rights or remedies under or by reason of this Agreement. Section 9.04. Responsibility. Notwithstanding anything to the contrary contained in this instrument, each Owner shall be liable and responsible for the obligations, covenants, agreements and responsibilities created by this Agreement and for any judgment rendered hereon only to the extent of its respective interest in the land and improvements on the Defaulting Owner's Parcel. ARTICLE X — NOTICES Section 10.01. Any notice, report or demand required, permitted or desired to be given under this Agreement shall be in writing and shall be deemed to have been sufficiently given or served for all purposes if it is mailed by registered or certified mail, return receipt requested, or guaranteed overnight delivery service as the respective parties may from time to time designate by like notice, on the third business day following the date of such mailing: If to Regency: Regency Oaks, LLC c/o SHP Senior Housing Fund, LLC 630 Fifth Avenue, 29th Floor New York, NY 10111 Attn: Craig E. Anderson With a copy to: Holland & Knight LLP 315 South Calhoun Street Suite 600 Tallahassee FL 32301 Attn: Morris H. Miller If to Sylvan: Sylvan Health Properties, LLC 16167 US 19 N., Suite 660 Clearwater, FL 33764 Attn: Neil Ezell With a copy to: Joan M. Vecchioli, Esq. 911 Chestnut St. Clearwater, FL 33756 18 PINELLPS COUNTY FLR, OFF,REC,BK 12517 PG 2069 ARTICLE XI — MISCELLANEOUS Section 11.01. (a) If any provision of this Agreement, or portion thereof, or the application thereof to any person or circumstances, shall, to any extent be held invalid, inoperative or unenforceable, the remainder of this Agreement, or the application of such provision. or portion thereof to any other persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid provision affects the consideration for this Agreement; and each provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. (b) This Agreement shall be construed in accordance with the laws of the State of Florida. (c) The Article headings in this Agreement are for -convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not be considered in any construction or interpretation of this Agreement or any part hereof. (d) Nothing in this Agreement shall be construed to make the parties hereto partners or joint venturers or render either of said parties liable for the debts or obligations of the other. (e) This Agreement shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto. (f) This Agreement may be amended, modified, or terminated at any time by a declaration in writing, executed and acknowledged by all the parties to the Agreement or their successors or assigns; this Agreement shall not be otherwise amended, modified or terminated during the term hereof. (g) Time is of the essence of this Agreement and every provision hereof. (h) In any action brought to enforce the terms hereof, venue shall lie solely in Pinellas County, Florida. (i) Each Owner shall at any time upon not less than ten (10) days' prior written notice from another Owner execute, acknowiedge and deliver to the requesting Owner and /or any lender or purchaser designated by such Owner a statement in writing (i) certifying that this Agreement is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying that this Agreement, as so modified, is in full force and effect) and the date to which any contributions or assessments are paid, if applicable, and (ii) acknowledging that there are not, to' Owner's knowledge, any uncured defaults on the part of any Owner hereunder, or specifying such defauits if any are claimed. Any such statement may be conclusively relied upon by any purchaser or encumbrancer of the Parcels. '19 PINELLRS COUNTY FLR, OFF,REC,BK 12517 PG 2070 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the day and year first above written. WITNESSES: Ir b Print: \ yt^h;t- -Cj-- r 20 REGENCY OAKS, LLC, a Delaware limited liability company By: SHP SENIOR HOUSING FUND, LLC, a Delaware limited liability company, its Manager By: SHP ASSET MANAGEMENT, LLC, .a Delaware limited liability company, its Manager By: RAIG It. ANDERSON, its Manager SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability company By: CLEARWATER LAND COMPANY, a Florida corporation, its Managing Member BY:. —. R- KELL Y JOHNSON, its President STATE OF FLORIDA COUNTY OF PINELLAS ) PINELLRS COUNTY FLA. OFF , REC , BK 12517 PG 2071 Subscribed and sworn to before me by CRAIG E. ANDERSON, as Manager of SHP ASSET MANAGEMENT, LLC, a Delaware limited liability company, as Manager of SHP SENIOR HOUSING FUND, LLC, a Delaware limited liability company, as Manager of REGENCY OAKS,EC, K a Delaware mited liability company, who, is personally known to me; or as produced i. V, (type of identification), who personally appeared before me this _LSL�,_ day of A_ u t-* L 12003. STATE OF FLORIDA COUNTY OF PINELLAS ) (Signature of Notary Public) (Type, Print or Stamp Commissioned Name of Notary Public) Date of Expiration and Number of Commission: �t'vr' '• BONNIE L RICH MY COMMISSION # DD 063493 P EXPIRES: October 19 2005 5 of *Z ` Banded Thru Notary Public Underwrders Subscribed and sworn to before me by R. KELLEY JOHNSON, as President of CLEARWATER LAND COMPANY, a Florida corporation, as- Managing . Member of SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability company, who, personally known to me; or ❑ has produced (type of identification), who personaily appeared before me this,_��- day of V E kc) (ry , i 003. (Signs ure of Notary Public) �Z)i,\r\I� L, (Type, Print or Stamp Commissioned Name of Notary Public) Date of Expiration and Number of Commi BONNIE L. RICH MY COMMISSION # DO 063493 EXPIRES: October 19, 2005 •'%.gF,r;c °•.`` Bonded Thru Notary Public Underwriters 21 r EXHIBITS: Exhibit "A" - Exhibit "B" — Exhibit "C" — Exhibit "D" — Exhibit "E" — Exhibit "F" — PINELLAS COUNTY FLR. OFF,REC,BK 12517 PG 2072 Legal Description Regency Parcel Legal Description Sylvan Parcel Legal Description Roadway Access Easement Legal Description Drainage Easement Dry detention ponds Legal Description Irrigation Compounds Legal Description Trash Compactor and Access Route 92 PINELLAS COUNTY FLA. OFF.REC.SK 12517 PG 2073 CONSENT, JOINDER AND SUBORDINATION OF MORTGAGEE The undersigned holder of that certain Mortgage described on Schedule "1," attached hereto and made a part hereof (collectively, the "Mortgage "), has executed this document to consent to, join in, subject and subordinate all of its interest under the Mortgage to the easements, rights, covenants and servitudes granted under the foregoing instrument. WITNESSES: LENDER: BANK OF AMERICA, N.A., a national banking association Print name: U%�g�l PV-4C,-&:t14 STEVEN H. COHN, Senior Vice President Print name: STATE OF FLORIDA ) COUNTY OF PINE LLAS ) The foregoing instrument was acknowledged before me by STEVEN H. AHEM; as Senior Vice President of BANK OF AMERICA, N.A., a national banking .association, who, l is personally known to me; or ❑ has produced _ (ty a of identification), who personally appeared before -me this 31st day of QnLka� , 2003, on behalf of the bank. (Sig re or Notary Public) ;�tiYa�- Joan T. Baker `�� Commission # CC 916309 °s'c.icc Expires April 16, 2004 Bon nau oiF�,,.�� ada.,nc t,ding Co, Inc. (Type, Print or Stamp Commissioned Name of Notary Public) 1/30i2003 1:10 PM d -14 10098.103513 #283699 v1 - REA re Regency Oaks and Sylvan Health 23 Date of Expiration and Number of Commission: SCHEDULE1 _ 1 PINELLRS COUNTY FL8- OFF , REC , BK 12517 PG 2074 Mortgage from CLEARWATER LAND COMPANY, a Florida corporation (Mortgagor) and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida corporation (Ground Lessor) to FIRST FLORIDA BANK, N.A., dated May 31, 1990 and recorded June 1, 1990 in Official Records Book 7291, page 1, in the original principal amount of $25,000,000.00, which has been modified by Subordination, Modification and Estoppel Agreement recorded in Official Records Book 7291, page 82, said mortgage has been assigned to XEROX CREDIT CORPORATION, a Delaware corporation by Assignment of Recorded Loan Documents recorded January 9, 1992 in Official Records Book 7781, page 1739 and Mortgage from CLEARWATER LAND COMPANY, a Florida corporation (Mortgagor) and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida corporation (Ground Lessor) to XEROX CREDIT CORPORATION, a Delaware corporation, dated May 31, 1990 and recorded June 1, 1990 in Official Records Book 7291, page 108, in the original principal amount of $2,500,000.00. Said mortgages have been assigned to BARNETT BANK, N.A., a National Banking Association, successor by merger to BARNETT BANK OF PINELLAS COUNTY, by Assignment of Notes, Mortgages and Loan Documents recorded January 10, 1997 in Official Records Book 9578, page 225, and further amended and consolidated by Modification to Mortgage and Security Agreement recorded January 10, 1997 in Official Records Book 9578, page 237, and by Future Advance, Consolidation And Mortgage Modification Agreement recorded October 28, 1998 in Official Records Book 10285, page 842, as further amended by Mortgage Modification and Spreader Agreement recorded January 6, .1999 in : Official Records Book 10363, page 1474, and as amended -by ASSUMPTION, FUTURE ADVANCE AND MORTGAGE MODIFICATION AGREEMENT recorded simultaneously herewith. #284814 v1 - Johnson /EzelMegency /REA/Sch /1 EXHIBIT "A" LEGAL DESCRIPTION REGENCY PARCEL PINELLAS COUNTY FLA. OFF . REC . BK 12517 PG 2075 — TRACT A: J Being a portion of the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5: thence N. 89 degrees 39' 20" W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 33.00 feet to the POINT OF BEGINNING; thence continue N. 89 degrees 39' 20" W., along said South line and along the Northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat'Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 1311.05 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48' 56" E., along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 1336.20 feet to the Southwest corner of the plat of LAKE CHAUTAUQUA ESTATES, as recorded in Plat Book 90, page 22, of the Public Records of Pinellas County, Florida; thence S. 89 degrees 42' 36" E., along the North line of the Northeast 1/4 of the Northwest 1/4 of said Section 5 (being the basis of bearings of this description), same also being the South boundary line of aforesaid LAKE CHAUTAUQUA ESTATES, for 630.00 feet to the point of intersection with the Westerly right -of -way line of 2ND STREET EAST; thence S. 00 degrees 02' 32" W., along said Westerly right -of -way line, for 30.00 feet; thence S. 89 degrees 42' 36" E., along the south right -of -way line of 2ND STREET. EAST, and along a line 30.00 feet South of and parallel to the North line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 670.63 feet to the West right -of -way line of Soule Road; thence S. 00 degrees 22' 34" W., along a said West line and along a line 33.00 feet West of and parallel to the East line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 1307.39 feet to the POINT OF BEGINNING. LESS AND EXCEPT THEREFROM THE FOLLOWING (TO BE KNOWN AS TRACT B): COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N. 89 degrees 39' 20 W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, also being the northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 1015.80 feet to the POINT OF BEGINNING; thence continue along said line N. 89 degrees 39' 20" W., for 328.25 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48' 56" E., along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 337.03 feet; thence N. 37 degrees 22' 44" E., for 392.31 feet; thence N 07 degrees 57' 17" E, for 29.55 feet; thence S. 42 degrees 51' 57" E, for 57.73 feet; thence S. 34 degrees 36' 08" E., for 119.85 feet; thence S. 44 degrees 35' 25" E., for 107.76 feet; thence S. 33 degrees 40' 06" E., for 80.61 feet; thence S. 44 degrees 16' 55" E., for 158.55 feet; thence S. 28 degrees 42' 43" E., for 45.96 feet; thence S. 14 degrees 10' 34" E., for 82.48 feet; thence S. 63 degrees 33' 50" W., for 19.88 feet; thence N. 29 degrees 31' 38" W., for 78.31 feet; thence S. 47 degrees 45' 44" W., for 328.30 feet to the POINT OF BEGINNING. EXHIBIT "B" LEGAL DESCRIPTION SYLVAN PARCEL PINELLPS COUNTY FLP. OFF . REC . BK 12517 PG 2076 TRACT B: Being a portion of the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 said Section 5; thence N. 89 degrees 39'20 "W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, also being the northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38, and Plat Book 95, Page 90, respectively, of the Public Records of Pinellas County, Florida, for 1015.80 feet to the Point of Beginning: thence continue along said line N. 89 degrees 39'20 "W'., for 328.25 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48'56 "E., along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 337.03 feet; thence N. 37 degrees 22'44 "E., for 392.31 feet; thence N. 07 degrees 57'17 "E., for 29.55 feet; thence S. 42 degrees 51'17 "E., for 57.73 feet; thence S. 34 degrees 36'08 "E., for 119.85 feet; thence S. 44 degrees 35'25 "E., for 107.76 feet; thence S. 33 degrees 40'06 "E., for 80.61 feet; thence S. 44 degrees 16'55 "E., for 158.55 feet; thence S. 28 degrees 42'43 "E., for 45.96 feet; thence S. 14 degrees 10'34 "E., for 82.48 feet; thence S. 63 degrees 33'50 "W., for 19.88 feet; thence N. 29 degrees 31'38 "W., for 78.31 feet; thence S. 47 degrees 45'44 "W., for 328.30 feet to the Point of Beginning. N PINELLAS COUNTY FLA, OFF,REC,BK 12517 PG 2077 EXHIBIT "C„ - - -- - - - - = - -- ___]' ROADWAY ACCESS EASEMENT LEGAL DESCRIPTION Property Description: Access Easement A thirty (30) foot wide strip of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being that property lying 15 feet on each side of the following described centerlines: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 33.00 feet to the West right -of -way line of Soule Road; thence N00°22'34 "E along said West line and along aline 33.00 feet west of and parallel with the East line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 503.14 feet to a point hereinafter referred to as Point "A'; thence continue along said West line and said parallel line N00°22'34 "E, for 60.68 feet to POINT OF BEGINNING #1, with the sidelines of this portion of the easement being lengthened or shortened in order to terminate at their intersection with said line; thence .S86 °03'31 "W, for 36.23 feet; thence S69 °15'37 "W, for 82.48 feet; thence S88°28'02 "W, for 100.97 feet to a point on the easterly edge of the portion of this access easement which is described below and being the POINT OF TERMINATION 92, with the sidelines of this portion of the easement being lengthened or shortened in order to terminate at their intersection with said easterly edge which bears S02 °04'29 "W: ALONG WITH: BEGIN at the previously referenced and described Point "A" which will.also hereinafter be referred to as POINT OF BEGINNING 92, with the sidelines of this portion of the easement being lengthened or shortened in order to terminate at their intersection with said West right -of -way line and said parallel line ; thence S77 °46'24. "W, for 34.56 feet; thence 569°29'42 "W, for 63.03 feet; thence S85 °56'15 "W, for 138.72 feet to a point hereinafter referred to as Point "B "; thence S02 °04'29 "W, for 15.72 feet; thence S09 000'51 "E, for 96.17 feet; thence S05 °48'28 "E, for 69.51 feet; thence S1 3°24'52 "W, for 65.32 feet; thence S30 °1 6'48 "W, for 55.84 feet; thence S46 °49'35 "W, for 59.77 feet; thence S65 °44'41 "W, for 69.91 feet; thence S85 °08'35 "W, for 65.08 feet; thence N79 °02'42 "W, for 211.26 feet; thence N50 °53'5.0 "W, for 50.31 feet; thence along lines being 15.00 feet northeasterly of and parallel with the northeasterly boundary lines of Tract B the following seven (7) courses; (1) thence N 14 °10'34 "W, for 86.39 feet; (2) thence N28 °42'43 "W, for 49.92 feet; (3) thence N44 °16'55 "W, for 159.21 feet; (4) thence N33 °40'06 "W, for 80.65 feet; (5) thence N44 °35'25 "W, for 10.7.88 feet; (6) thence N34 °36'08 "W, for 119.62 feet; (7) thence N42 °5 1'57"W, for 60.81 feet; thence N6 1'00'20"W, for 29.35 feet; thence N43 °1 0'34 "W, for 50.87 feet; thence N34 °4 1'57"W, for 3 1. 18 feet; thence N250171 0"W, for 37.97 feet; thence N09 °46'06 "W, for 66.78 feet; thence N20°23'34 "E, for 69.42 feet; thence N39°25'04 "E, for 49.94 feet; thence N35°38'50 "E, for 31.31 feet; thence N20'2 1'57"E, for 57.48 feet; thence N 11 °08' 11 "E, for 66.06 feet; thence N20 °45'51 "E, for 66.68 feet; thence N38 °04'30 "E, for 51.73 feet; thence N573 1'53"E, for 69.61 feet; thence N77°35' 12 "E, for 64.57 feet; thence N89 °03'51 "E, for 71.63 feet; thence S84 °05'59 "E, for 73.06 feet; thence S79 °08'39 "E, for 84.37 feet to a point hereinafter referred to as Point "C "; thence S78 °02'44 "E, for 224.93 feet; thence S62 °03'02 "E, for 71.82 feet; thence S36°23'52 "E, for 69.16 feet; thence S 12 °57'37 "E, for 62.65 feet; thence SO4 °50'36 "E, for 77.11 feet; thence S23 °00'01 "E, for 88.40 feet; thence S23 °1 6'53 "E, for 137.33 feet; thence S08 °43'55 "E, for 71.51 feet; thence S08 °50'09 "W, for 129.83 feet; thence S02 °04'29 "W, for 110.41 feet to the previously referenced and described Point "B" also being the POINT OF TERMINATION 42. ALONG WITH: BEGIN at the previously referenced and described Point "C" which will also hereinafter be referred to as POINT OF BEGINNING #3; thence N00 °47'03 "E, for 56.13 feet to a point on the South right -of -way line of 2nd Street East and the POINT OF TERMINATION #3 with the sidelines of the easement area being lengthened or shortened to terminate at their intersection with said right -ol -way line, (and it's westerly extension), which bears N89 °42'36 "W. P.O.T. 3 POINT C & P.O.B. 3_- - ;J ; i I \V Tract A Tract B , EXHIBIT "C" SKETCH 2nd STREET EAST j Proposed 30' `i, Access Easement l`�r (Typ•) ----- ---------- POINT B & P.O.T.2 �. o E b C , aH � � U • i ! SOUTH LINE OF NE1 /4 OF NW 1/4 SEC 5 P.O.C. — Point of Commencement P.O.B. — Point of Beginning P.O.T. = Point of Terminotlan a PINELLAS COUNTY FLR. OFF . REC . BK 12517 PG 2078 I e C w a a O NOT TO SCALE i- P.O.B. I POINT "A" & P.O.B. 2 U LlCn w Z Z w z P.O.C. SE CORNER OF NE 1/4 OF NW I/4 SEC.5 PINELLRS COUNT Y OFF,REC.BK 12517 EXHIBIT "D" DRAINAGE EASEMENT DETENTION PONDS LEGAL DESCRIPTION PROPERTY DESCRIPTION: Dry Detention Pond 10 A parcel of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: FLR, Po 2079 I Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence . N89 °39'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 702.40 feet; thence N00 °20'40 "E, for 615.09 feet to the POINT OF BEGINNING; thence N89 °48'29 "W, for 280.70 feet; thence N35 °07'42 "W, for 63.31 feet; thence N40 °47'22 "E, for 64.30 feet; thence S88 °19'01 "E, for 76.67 feet; thence S89 °56'07 "E, for 93.17 feet; thence N58' 34'15"E, for 81.54 feet; thence S73 °47'19 "E, for 18.58 feet; thence S34 °06'57 "E, for 17.80 feet; thence S16 °40'28 "E, for 27.58 feet; thence S00 °00'01 "W, for 95.21 feet to the POINT OF BEGINNING, and containing 0.74 acres, more or less (32,041 square feet, more or less). PROPERTY DESCRIPTION: Dry Detention Pond 20 Being a portion of the Northeast '/4 of the Northwest 1/a of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: COMMENCE at the Southeast corner of the Northeast' /4 of the Northwest' /4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast I/4 of the Northwest '/a of said Section 5 and along the Northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 1344.05 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N00 °48'56 "E along the West line of-the Northeast '/4 of the Northwest '/4 of said Section 5, for 537.55 feet to the POINT OF BEGINNING; thence continue along said West line N00 °48'56 "E, for 494.96 feet; thence S65 °58'47 "E, for 119.45 feet; thence S71 °12'32 "E, for 28.25 feet; thence S21 033'05 "E, for 30.37 feet; thence S25 °16'12 "W, for 34.28 feet; thence S 12 °54' 13 "W, for 66.35 feet; thence S 14 °20' 16 "E, for 68.94 feet; thence S30 °03'56 "E, for 71.13 feet; thence S42 °50'55 "E, for 88.95 feet; thence S1 1'22'34"W, for 11.86 feet; thence S37'40'31 "W, for 254.41 feet; thence N40 °36'25 "W, for 122.87 feet to the POINT OF BEGINNING, and containing1.90 acres, more or less (82,736 square feet, more or less). PINELLAS COUNTY FLR, OFF . REC , BK —12517 PG 2080 _ EXHIBIT "D" DRAINAGE EASEMENT DETENTION PONDS LEGAL DESCRIPTION PROPERTY DESCRIPTION: Dry Detention Pond 30 Being a portion of the Northeast '/4 of the Northwest '/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: COMMENCE at the Southeast corner of the Northeast '/4 of the Northwest '/4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast '/4 of the Northwest '/a of said Section 5, for 99.01 feet to the POINT OF BEGINNING; thence continue N89 °39'20 "W along said South line and along the Northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 702.69 feet; thence N42 044'18 "W, for 144.88 feet; thence,N47 °45'44 "E, for 171.52 feet; thence S28 °23'42 "E, for 75.33 feet; thence S42 °56'39 "E, for 47.57 feet; thence S77 °31'09 "E, for 107.55 feet; thence S81 °05'26 "E, for 113.96 feet; thence S83 °24'47 "E, for 47.22 feet; thence N80 °34'31 "E, for 79.00 feet; thence N60 °54'08 "E, for 68.33 feet; thence N41 °3942 "E, for 69.69 feet; thence N23 °50'42 "E, for 70.50 feet; thence N04 048'07 "E, for 70.49 feet; thence N10 °06'03 "W, for 66.04 feet; thence N10 00555 "W, for 59.04 feet; thence S81028'1 8"E, for 77.94 feet; thence S85 013'40 "E, for 103.27 feet; thence S00 °50'32 "W, for 171.35 feet; thence S00 °22'25 "W,. for 208.86 feet; thence S42'2 1'42"W, for 46.39 feet to the POINT OF BEGINNING, and containing 3.35 acres, more or less (145,964 square feet, more or less). PINELLPS COUNTY FLR, OFF.REC.SK 12517 PS 2081 EXHIBIT "D" SKETCH " =60' 5UU1 H YKUFhKl T LLNZ P.C.C. _ 'Point of Commencement P.O.B. o Point of Beginning JOB NO. 1031 THIS IS NOT A SURVEY DATE CALCULATED DRAWN CHECKID ITEM 11/19/02 I ML/dB I 11L /J8 I JB SKFfgI SE CORNER OF NE 1/4 OF NW 1/4 SEC.5 Aw ZARRA BOYD, INC. Engineering, Surveying and Planning DRY DETENTION POND 10 1480 Beltre , Dunedin, Florida 34698 LE 6472 (727)738 -9010 Fcx (727)733 -0083 REGENCY OAKS PINELLAS COUNTY FLA. OFF.REC.SK 12517 PG 20e2 EXHIBIT "D" SOUTH LINE OF NE 1/4 OF NW 1/4 SEC.5 SOUTH PROPERTY LINE P.O.C. Northerly boundary lines of ROBINWOOD SUBDIVISION, SE CORNER . NE I/4 OF NW I/4 SEC. 2BINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 5 2, page 99, Plat Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Zccords of Puualas Cotuity, Florida JOB NO. 1031 THIS IS NOT A SURVEY DATE CALCULATED DRAWN CHECKED ITE1A 11/19/02 1 ML/'m ML /JB I ,S SKETCH 1'— 200' P.O.C. e Point of Commencement s Z A RR A BOYD, INC. P.O.B. — Point of Beginning • Engineering, Srrveying and Planning DRY DETENTION POND 20 1480 Beltrem Dunedin, Florida 34698 LB 6472 c727nM -9010 Fax(727)733 -0083 REGENCY OAKS r t PINELLRS COUNTY FLR, OFF , REC . BK 12517 PG 2083 ___ EXHIBIT "D" SKETCH. 1'a 120, �. . , :............. . DRY DETENTION . ; POND 30 ./ 10P or ' . . . . . . . . . . . B+NR (ryp.) .. . . . Northuly ROWN WOOD SUBDIVISION ! 11ZS A�llD!•1'lON ROB INZ OOD SUBDIVISION, IISION,�lat Book P.O.B. 52, Pagc 9 >, Plat Book G1, page 33 cmd flat Uovk 95, page 90, respectively, of the Public Rccurds of Pinellas County, l.-lurida SOUTH LINE OF NE 1/4 OF NW 1/4 SEC.5 SOUTH PROPERTY LINE P.O.C. — Point of Commcnccmcrt P.O.B. — Point of 809innlnq J08 NO. 1031 THIS IS NOT A SURVEY DATE CALMLATED DRAM CHECKED ITEW 11/19/02 IAL /,B WL./.B JB SKETCH ZARRA BOYD, INC. Engirnc cring, Surveying and Planning 1480 Bdtroen, Dunadin. Florida 34&98 LB 6472 (727)738 -9010 F=(727)733-0083 P.O.0 z� OU w z� c3 U Z r -L.., o., cn O DRY DETENTION POND 30 REGENCY OAKS { L PINELLRS COUNTY FLR, OFF,REC,BK 12517 PG 20114 EXHIBIT "E,. - -- — - -- - - - -- -- -- IRRIGATION COMPOUNDS LEGAL DESCRIPTION Property Description: North Irrigation Compound A parcel of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest .1/4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 646.12 feet; thence N00°20'40 "E, for 1257.09 feet to a point on the northerly edge of the thirty foot wide access easement and the POINT OF BEGINNING; thence along said easement edge the following two (2) courses; (1) thence N78 °02'44 "W, for 28.63 feet; (2) thence N00 °47'03 "E, for 43.94 feet to the South right -of -way line of 2nd Street East; thence along said right -of -way line S89 °42'36 "E, for 34.76 feet; thence S08 °25'44 "W, for 50.23 feet to the POINT OF BEGINNING and containing 1,481 square feet, more or less. Property Description: South Irrigation Compound A parcel of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 617.09 feet; thence N00 °20'40 "E, for 73.45 feet to the POINT OF BEGINNING; thence N79 °52'04 "W, for 32.71 feet; thence N61 °15'20 "W, for 36.81 feet; thence N59 °23'49 "W, for 36.64 feet; thence N30 °30'40 "E, for 31.30 feet to a point on the southerly edge of the thirty foot wide access easement; thence along said easement edge the following two (2) courses; (1) thence S50 °53'50 "E, for 36.03 feet; (2) thence S79 °02'42 "E, for 60.51 feet; thence leaving said southerly edge S1 1 °45'23 "W, for 35.59 feet to the POINT OF BEGINNING and containing 3,185 square feet, more or less. PINELLAS COUNTY FLR, OFF , REC .-SK - 12517 -PG 2085 EXHIBIT "E" SKETCH 2nd STREET EAST R/W LINE . ............. I .. ... �a w �n P.O.B. En ACCESS EAS Q(30, WIDE ANT SOUTH LINE OF NE 1/4 OF NW 1/4 SEC.5 SOUTH PROPERTY LINE P.O.C. — Point of Commencement P.O.B. — Point of Beginning JOB NO. 1031 THIS IS NOT A SURVEY DATE CALCULATED DRAWN CHECKED I ITEM 11/19/02 UL/,B 11L /.1B B SKETCH —m)-ZARRA BOYD, INC. Engineering, Surveying and Planning 1480 Beitreea, Dunedin, Florida 34688 LB 6472 (727)738 -9010 Fax :(727)733 -0083 1" =60' P.O.C. SE CORNER OF NE 1/4 OF NW 1/4 SEC. 5 NORTH IRRIGATION COMPOUND REGENCY OAKS EXHIBIT "E" SKETCH T � OP OF8 POND PINELLRS COUNTY FLR, OFF,REC,BK 12517 PG 2086 ACCESS 9m SOUTH LINE OF NE 114 OF NW 1/4 SEC.5 SOUTH PROPERTY LINE JOB NO. 1031 THIS IS NOT A SURVEY DATE CALCULATED DRAWN CHECKED ITE34 11/19/02 61L /X AdL /JB J3 SXETCH ZARRA BOYD; ' INC. ® Engineering. Surveying and Planning 1480 Beltree , Dunedin, Florida 34698 LB 6472 (727)738 -9010 Fmc(727)733 --0083 1 " =60' P.O.C. SE *CORNER OF NE 1/4 OF NW 1/4 SEC. 5 P.O.C. e Point of Commcnccmcnt P.0.8. - Point of Baginning SOUTH IRRIGATION COMPOUND REGENCY OAKS } � t PINELLAS COUNTY FLR, OFF , REC , BK 12517 PG 2087 EXHIBIT 7" - - -- - - - -- - - - - -- -- -- - =- TRASH COMPACTOR AND ACCESS ROUTE EASEMENT LEGAL DESCRIPTION Property Description: Trash Compactor Area & Access Route A tract of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows:. Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 1002.61 feet; thence N00 °20'40 "E, for 1260.19 feet to a point on the northwesterly edge of the thirty foot wide access easement and the POINT OF BEGINNING; thence S57 °31'53 "W along said northwesterly edge, for 42.87 feet; thence leaving said northwesterly edge N67 °42'12 "W, for 140.30 feet; thence S58 156'26 "W, for 44.69 feet; thence S32 °04'38 "W, for 22.37 feet; thence S16 °09'25 "W, for 20.84 feet; thence S82 °25'36 "E, for 21.25 feet; thence S06 °30'43 "W, for 47.53 feet; thence N82'1 1'01"W, for 51.91 feet; thence N07 °12'45 "E, for 47.07 feet; thence S82 °31'06 "E, for 6.37 feet; thence N21 °48'05 "W, for 17.61 feet; thence N50 °34'17 "W, for 11.87 feet; thence N59 °01'29 "W, for 42.75 feet; thence N30 056'04 "E, for 26.83 feet; thence S63 °07'00 "E, for 41.05 feet; thence N82 °22'00 "E, for 22.51 feet; thence N58 °33'26 "E, for 38.97 feet; thence N70 °53'32 "E, for 26.12 feet; thence S87 °20'37 "E, for 39.05 feet; thence S68 °06'40 "E, for 138.14 feet to the POINT OF BEGINNING, and containing 12,275 square feet, more or less. r{i w _a H a � s vi W cn v z w O ,z w O a E~ c I PINELLRS COUNTY FLR, OFF,REC,BK 12517 PG 2088 EXHIBIT "F" SKETCH TRASH COMPACTOR AREA & ACCESS ROUTE NORTH BOUNDARY LINE OF OVERALL PROJECT 1 Lam. SOUTH LINE OF NC 114 Ur IN 1/4 Proposed Access Easement JOB NO. 1031 THIS IS NOT A SURVEY DATE CALCULATED DRAWN CHECKED ITEM 11/19/02 YL /.8 WL /.8 X SKETCH ZARRA BOYD, INC. g Engineering. Surveying and Planning 1480 Beltrem Dunedin. Florida 34698 LB 6472 (727)738 -9010 Fmc(727)733 -0083 SE CORNER OF NE 114 1 OF NW 1/4 SEC. 5 P.O.C. — Point of Commcncemcnt P.O.B. — Point of Boglnning TRASH COMPACTOR & ACCESS ROUTE REGENCY OAFS R° PINELLAS COUNTY FLA. OFF.REC.BK 12517 PG 2089 TRUSTEE'S CONFIRMATION OF RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION AGREEMENT THIS TRUSTEE'S CONFIRMATION OF RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION AGREEMENT (this "Confirmation ") is given as of January 31, 2003, by SUNTRUST BANK, a Georgia banking corporation (the "Trustee "), as Trustee, in favor of REGENCY OAKS, LLC, a Delaware limited liability company (the "Company'). KNOW ALL MEN BY THESE PRESENTS THAT: 1. The Trustee is serving in such capacity under the following Indentures of Trust: (a) Indenture of Trust dated as of November 30, 1991 by and between Clearwater Land Company, a Florida corporation, and the Trustee (the original named Trustee was Sun Bank, National Association, which now is SunTrust Bank) (the "1991 Original Indenture "), as supplemented by the First Supplemental Indenture of Trust dated as of January 31, 2003 (the "1991 First Supplement ") between Regency Oaks, LLC, a Delaware limited liability company, and the Trustee, under which it was acknowledged that Regency Oaks, LLC had by purchase succeeded to the rights and obligations of Clearwater Land Company under the 1991 Original Indenture. The 1991 Original Indenture as amended by the 1991 First Supplement is referred to herein as the "1991 Indenture." (b) Indenture of Trust dated as of December 6, 1995 by and between Clearwater Land Company, a Florida corporation, and the Trustee (the original named Trustee was Sun Bank, National Association, which now is SunTrust Bank) (the "Phase I Original Indenture "), as supplemented by the First Supplemental Indenture of Trust dated as of January 31, 2003 (the "Phase I First Supplement ") between Regency Oaks, LLC, a Delaware limited liability company, and the Trustee, under which it was acknowledged that Regency Oaks, LLC had by purchase succeeded to the rights and obligations of Clearwater Land Company under the Phase I Original Indenture. The Phase I Original Indenture as amended by the Phase I First Supplement is referred to herein as the "Phase I Indenture." (c) Amended and Restated Indenture of Trust dated as of December 6, 1995 by and between Clearwater Land Company, a Florida corporation, and the Trustee (the original named Trustee was Sun Bank, National Association, which now is SunTrust Bank) (the "Phase II Original Indenture "), as supplemented by the First Supplemental Indenture of Trust dated as of January 31, 2003 (the "Phase II Y. ! f PINELLRS COUNTY FLR, OFF,REC.EK 12517 PG 2090 First Supplement ") between Regency Oaks, LLC, a Delaware limited liability company, and the Trustee, under which it was acknowledged that Regency Oaks, LLC had by purchase succeeded to the rights and obligations of Clearwater Land Company under the Phase II Original Indenture. The Phase II Original Indenture as amended by the Phase II First Supplement is referred to herein as the "Phase II Indenture," and the 1991 Indenture, the Phase I Indenture_, and the Phase II Indenture are referred to collectively herein as the "Indenture." 2. The Company has, by Company Request and Officer's Certificate dated as of January 31, 2003 (the "Request and Certificate "), requested that the Trustee execute this Confirmation for the purpose of confirming the Company's entering into the Reciprocal Easement, Common Usage and Operation Agreement between the Company and Sylvan Health Properties, LLC, a Delaware limited liability company, in the form attached hereto as Exhibit A (the "Reciprocal Easement "). 3. In reliance on the Request and Certificate and an Opinion of Counsel (all as permitted by the Indenture) and in accordance with Section 3.01 of the Indenture, the Trustee hereby confirms to the Company the action taken by the Company in granting the rights -of -way and easements over or in respect of property contained in the Trust Estate pursuant to the Reciprocal Easement. The Company shall be entitled to rely on this Confirmation. 4. This Confirmation is being given under Florida law and shall be construed and enforced under the laws of that State. -2- ti L PINELLAS COUNTY FLR, 1. OFF,REC,2K 12517 PO 2091____j IN WITNESS WHEREOF, the Trustee has executed this Confirmation as of the day and year first above written. Signed, sealed and delivered SUNTRUST BANK, a Georgia banking in the presence of: corporation, as Trustee By: (sign ame) Stacey L. Johns LISA DERR BERRY Corporate Trust Officer (Pri Name) (Sign Name) (Print me) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of January, 2003, by Stacey L. Johnson, as Corporate Trust Officer of SUNTRUST BANK, a Georgia banking corporation, on behalf of the corporation. She is personally known to me or has produced a Florida driver's license as identification. ORL1 #759979 v4 (SEAL) Z"Official Notary Signabire) (Printed, Typed or Stamped Name of Notary) Notary Public -State of Florida Commission Number: ;; • LISA SIEFERT P • �• ? °» •`� =_ Notary Public State of Florida My Comm. Expires Apr 7, 2�6 Commission N DD tMOO Bonded By National Notary Assn. -3- FON IM T--1 fill M PINELLAS COUNTY FLA, OFF . REC . SK 12517 PO 2092 See form of Reciprocal Easement, Common Usage and Operation Agreement to which this Trustee's Confirmation of Reciprocal Easement, Common Usage and Operation Agreement is attached. #285063 v1 - JE EXHIBIT Wells, Wayne From: Renee Ruggiero [ renee @northsideengineering.net] Sent: Wednesday, December 22, 2010 4:26 PM To: Wells, Wayne Cc: Tefft, Robert; housh@northsideengineering.net Subject: RE: FLD2006- 06035, 2720 Regency Oaks Blvd. Wayne, I will speak with Housh to determine the status of the project and get back with you; thank you for the notification. Best Regards, Renee Ruggiero, Senior Project Planner Northside Engineering Services, Inc. 300 S. B lcher Rd Clearw er, FL 33765 (v) 727 443 2869 x 111 (c) 727 235 8475 (fl 727 446 8036 From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Tuesday, December 21, 2010 10:37 AM To: renee @northsideengineering.net Cc: Robert.Tefft @MyClearwater.com Subject: FLD2006- 06035, 2720 Regency Oaks Blvd. Renee — The above referenced Flexible Development application is an application that has been previously reviewed by the DRC three times and is still pending DRC review. This application was previously handled by Doreen Williams. The last time this application went to DRC was December 4, 2008. 1 am unclear of whether this application is still a valid project or not. Based on the lack of a resubmittal since the last DRC meeting, which has now been over two years, it appears that this application is not going anyplace any time soon and appears a dead project. If this is the case, please submit an email or letter to me withdrawing this application from further consideration. If this is still a valid project, I should expect a resubmittal by the end of January, 2011. If the latter is the case, please send me a confirmation email regarding such. Wayne F') Wells, Wayne From: Wells, Wayne Sent: Tuesday, December 02, 2008 7:53 PM To: Doreen Williams (E -mail) Subject: FLD2006- 06035, 2701, 2720, 2751 and 2770 Regency Oaks Blvd. Doreen - Attached are the Draft DRC comments for the December 4, 2008, meeting, which meets at 9:00 am to discuss this application. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 12 Draft 12.4.08 IC Action Agen( Wells, Wayne From: Doreen Williams [ doreen @northsideengineering.com] Sent: Thursday, August 02, 2007 10:19 AM To: Wells, Wayne Cc: McMahan, Janet Subject: RE: Regency Oaks Wayne, something is wrong with your phone systems. We cannot get through. The unit counts are: North wing 191 South wing 197 - - - -- Original Message---- - From: Wayne. Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Wednesday, August 01, 2007 6:09 PM To: Doreen Williams Cc: Janet.McMahan @myClearwater.com Subject: Regency Oaks Doreen - I know we have had a lot of discussion regarding how to classify the use of the two towers at Regency Oaks. I have had Janet McMahan in our Community Response Team, who deals primarily with Business Tax (Occupational) Licenses, ask me about Regency Oaks with regard to their license renewals. The licenses currently are for rental apartments (both buildings). Last year's license for the southern tower was for 201 units, but they are now saying there are only 197 units. The northern tower had 193 last year, and they are saying there are only 191 units. It appears that we need to classify the units in the two towers as dwelling units and deal with the parking issue (reduction to number of required spaces). However, could you check on the number of units, as we are holding up their licenses until we know really how many units are there? Obviously, the number of units needs to be coordinated with the FLD application you are working on. Thanks. Wayne Wells, Wayne From: Wells, Wayne Sent: Wednesday, August 01, 2007 6:09 PM To: Doreen Williams (E -mail) Cc: McMahan, Janet Subject: Regency Oaks Doreen - I know we have had a lot of discussion regarding how to classify the use of the two towers at Regency Oaks. I have had Janet McMahan in our Community Response Team, who deals primarily with Business Tax (Occupational) Licenses, ask me about Regency Oaks with regard to their license renewals. The licenses currently are for rental apartments (both buildings). Last year's license for the southern tower was for 201 units, but they are now saying there are only 197 units. The northern tower had 193 last year, and they are saying there are only 191 units. It appears that we need to classify the units in the two towers as dwelling units and deal with the parking issue (reduction to number of required spaces). However, could you check on the number of units, as we are holding up their licenses until we know really how many units are there? Obviously, the number of units needs to be coordinated with the FLD application you are working on. Thanks. Wayne if CITY OF CLEARWATER 100 SOUTH MYRTLE AVENUE #210 POST OFFICE BOX 4748 CLEARWATER, FLORIDA 33758 -4748 Telephone (727)562 -4567 Fax (727) 5624576 LOCAL BUSINESS TAX RENEWAL NOTICE Mailing Address REGENCY OAKS LLC REGENCY OAKS SOUTH 2751 REGENCY OAKS BLVD CLEARWATER, FL 33759 -1524 CATEGORY TAX OCL9334991 Business Address (No changes by mail.) REGENCY OAKS SOUTH 2701 REGENCY OAKS BLVD CLEARWATER Business Phone: (727) 791 -3381 22007 Quantity 091020 RENTAL: APARTMENT,30 days or more . . . . . . . . . .. . .... 30.00 � 157 �� % ' � 3 -5 UNITS 1.70 — + -- K2 093050 RESTAURANT., 901 .or more seats ................... 267.00 18g o �. Detach and return lower onion with a merit. Return the entire form if there are an changes above. --------- -- ------ RETURN ENTIRE FORM WITH PAYMENT BY SEPTEMBER 30 TO AVOID LATE FEE. . -- wAT •Al wow •' Cl 0 LEARWATER aft 100 SOUT M TLE AVENUE #210 PO$ F CE.BOX 4748 CLEARWATER, FLORIDA 33758 -4748 Telephone.(727) 662 -4567 Fax (727) 562 -4576 Development Services 2007-2008 LOCAL BUSINESS TAX RENEWAL NOTICE OCL9186581 Mailing Address Business Address (No changes by mail.) REGENCY OAKS LLC REGENCY OAKS NORTH REGENCY OAKS NORTH 2751 REGENCY OAKS BLVD 2751 REGENCY OAKS BLVD CLEARWATER CLEARWATER, FL 33759 -1524 Business Phone: (727) 791 -3381 2006 2007 2!antity Quantity CATEGORY SCHEDULE FOR DETERMINING BUSINESS TAX " 070040 MERCHANT OR. MERCHANDISING . . ... . . .. . ........ 13,000 I Z, S 3 6 fee: INVENTORY VALUE $1,000.00 OR LESS ............. 42.25 OVER $1,000.OQ BUT.LESS THAN.$2,000.00 ............. 54.25 6 OVER $2,000.OQ BUT.LESS THAN.$3,000.00 ............. 66.50 $3,000 AND OVER..$66.50 PLUS $5.10 PER $1,000.00 OR ANY FRACTION THEREOF OVER $3,000.00 091020 RENTAL: APARTMENT,30 days or.more................. 30.00 3 a 3-5 UNITS . .............................. 1.70 a 093040 RESTAURANT., 51 -100 seats ...................... 200.25 100 20 0 ' 093060 RESTAURANT.: Snack bar, soda fountain ............... 54.25 S� . NOTICE " The business tax for this case is determined by a quantity or value that must be updated by our staff. Please indicate the quantity or value for 2007. If you wish to pay online, please call our office 727 - 5624567. *'"'**"Exclude tobbaco and alcohol from inventory quantities. RETURN ENTIRE FORM WITH PAYMENT BY SEPTEMBER 30 TO AVOID LATE FEE. . -- wAT •Al wow •' I'e File Edit Opbons Window Help v - Exit New Open Tack List GIBE GIs Close Edit Project Group Add Clone Parcel Activity People Fee,- Valuation Conditions Ca,-e Notec Tag,- Documents GIs Case �� .o .r a ¢ a - L /•! /S�1 _)7r' }_► �s+.3�� T �rt 4e3yv �l D Name - RONALD RYBOLT . Steil . r^ Updated: 1116/2006 VJS Address- 2701 REGENCY OAKS BLVD Master#: BCP2005T742 255A t ..J #: BCP2005 -07423 Project-)REGENCY OAKS 270,1 General2 V � Description: NT REMODLEING OF 41 EXISTING APARTMENTS LOCATED IN 2 EXISTING 5 STORY BUILDINGS EACH W1200 APARTMENTS- IPROPOSED WORK - Type of Permit- Inspector Remodel Commercial Existing Use: - - - - Adult Liming Facility Jr7opTsed Use: Adult Living Facility Units: Stories: Census: 437 2701 REGENCY OAKS BLVD 'B 2701 REGENCY OAKS_BLVD +B Conditions IIrIT RE!MODLEING OF 41 EXISTING APARTMENTS LOCATED IN 2 EXISTING 5 STORY BUILDINGS EACH W1 200 APARTMENTS- PROPOSED WORK INCLUDES INEW KITCHEN CABINETS NEW A'PPL'IANCES NEVkr'' LIGHTING FIXTURES NEW :FLOOR AND, WALL Description not available Field: (casemai (I TWork # I a.I I ns MCGIR No rthswe February 28, 2007 Mr. Wayne Wells Planner III City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2006 -06035 — 2720 Regency Oaks Blvd DRC Responses Dear Mr. Wells: CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • ORIGINAL RECEIVED MAR 02 2007 PLANNING; DEPARTMENT CITY OF CLEARWATER Listed below are our responses to the Development Review meeting held on November 2, 2006. General Engineering Prior to review by CDB 1. All water mains have been shown on Sheet C4.1. 2. Water main has been re- looped. Connected loop to the north of NE Villas on -site. 3. 8" water main for 23 bed additional shown over retention area has been relocated. 4. Potable water connection has been shown for Proposed maintenance shed, new town hall and proposed Alzheimer addition. This will be connected internally 5. Double sweep clean-out shown for sanitary service lateral connection. Prior to Building Permit: Items 6 — 22 are acknowledged. Prior to issuance of a certificate of occupancy: Items 23 — 24 are acknowledged. Environmental L Wetland delineation line has been shown. 2. Cross sections for proposed stormwater ponds has been shown on plans. Fire I. All existing and proposed fire hydrants have been noted. 2. Building marked as North and South are existing and will remain as is. 3. The buildings marked North and South are existing and are to remain untouched. The size of the fire pumps in these building is unknown. They were approved when the buildings were constructed. Our proposed plan will not impede these buildings whatsoever. 4. Plan has been revised to show all required / accessible fire apparatus. Land Resource 1. See revised tree inventory. 2. Tree inventory data has been corrected. 3. Tree inventory plan has been revised to show trees to be removed. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN @MINDSPRING.COM Page l of N ESTECH@MI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ORIGINAL RECEIVED 4. Tree #754 shown to be removed. VAR 02 2007 5. Trees originally mitigated to be preserved. PLANNING DEPARTMENT 6. Tree preservation plan attached herewith. CITY OF CLEARWATER Landscaaina 1. Variance has been requested for relief of upright concrete curbing and/or wheel stops at existing locations. 2. Sheet L1.1 has been revised. 3. Sheets L1.2 -L1.10 has been revised to be coordinated with data table. 4. Laurel Oaks have been revised to Live Oaks. 5. Sheet L1.5 has been revised to replace sap trees with another species. 6. Trees previously installed under existing tree canopies has been revised. Parks and Recreation 1. Recreation impact fee to be paid prior to building permit or final plat. Stormwater 1. An SCS dynamic model utilizing Interconnected Pond Routing (ICPR) has been used to analyze the proposed storm water ponds. Please see attached stormwater management report. In summary, the original SWFWMD permit issued in 1987 indicates an allowable 25 -year predevelopment peak discharge rate of 36.63 cfs. The proposed modifications will result in a peak 25 yr /24 hr discharge rate of 29.2 cfs. Pond 10 is the pond located in the center of the site, pond 20 is located on the western property line, pond 30 is located on the southern property line and pond 35 is located south of the existing entrance drive from Soule Road. See paving, grading, drainage and utility sheet C4.1. 2. See pond cross sections on Sheet C5.3 3. The modifications to the existing ponds result in the following: Pond 10 Top of Bank El 83.00, 25 yr /24 hr DHW El 82,49 Pond 20 Top of Bank El 73.00, 25 yr /24 hr DHW El 72.17 Pond 30 Top of Bank El 78.00, 25 yr /24 hr DHW El 77.12 Pond 35 Top of Bank El 80.00, 25 yr /24 hr DHW E179.29 All ponds now have the minimum 6" freeboard. See attached stormwater management report for details. 4. Existing storm structures and pipes that are not affected will have no numerical nomenclature. Existing structures and pipes affected by the proposed plans and proposed structures and pipes are assigned a number and details of those structures can be found in the storm structure and pipe charts. See Sheet C4.1. 5. The FEMA flood lines have been added in the southwest corner. There are no proposed retention ponds in this area. However, it should be noted that though we are not currently proposing a modification of the proposed FEMA line through a LOMA, the 2003 City of Clearwater SWMM model of the node adjacent to this area indicated a 100 year flood elevation of 65.23 which would significantly reduce the encroachment of the flood line within this property. 6. The site has passed the required SWFWMD inspection to be performed every two years. In addition, the site is composed of AfB Astatula fine sane. As Astatula fine sand, PdB Paola fine sand and StB St. Lucie fine sand which typically have permeability rates in excess of 20 in/hr. A double ring infiltrometer test performed in 1989 yielded an infiltration rate of 24.6 in/hr. As a result pond 20 should recover the treatment volume in less than 4.0 hrs. Because the seasonal high water elevation is so close to pond 20, an underdrain system must be Page 2 of 4 utilized. In addition, it will be upgraded to meet the current City of Clearwater requirement of 24 hours. See stormwater management report for details. 250 Lf, of underdrain has been added. See Sheet C4.1. 7. See Sheet C2.1 for impervious being removed and sheet C4.1 for impervious being created. Traffic Engineering 1. Traffic impact Analysis is enclosed. 2. All sidewalks have been interconnected around the complex to reach all facilities. 3. Turning radius proposed for the cal-de -sac is indicated on Sheet C3.1. 4. Location of buildings has been revised to provide adequate sight distance for motorists, see Sheet C3.1. 5. Additional 2 h/c spaces have been provided at 5 -story north building. General Notes 1. Acknowledged. 2. Acknowledged. RianainQ 1. Architect has shown / dimensioned all structural overhangs. 2. See revised landscape plan for perimeter landscape buffer dimensions. 3. Variance has been applied for to waive curbing & wheel stops at existing spaces. 4. See conditions of approval added to plans. 5. See revised architectural plans for Carriage House 2 dimensions. 6. Sheet C 1.1 density table count has been revised. 7. Sheet C1.1 Site Data Table has been revised to show correct acreage. 8. Sheet C1.1 Site Data Table has been revised to show correct GFA. 9. Sheet C1.1 Site Data Table has been revised. Since the code has changed, parking is now calculated on residential units and not GFA. 10. Removed from comments by staff. 11. Removed from comments by staff. 12. Sheet C3.1 dimensions between buildings have been removed. 13. Architectural and civil plans have been coordinated. 14. See revised CH -A2 -A 15. Sheet C3.1 has been revised to show sidewalks going to parking/drive aisles. 16. Dimension has been provided on C3.1 from north property line to the closest point of the proposed parking area in the NW corner west of the westernmost Villa 3. 17. A/c locations have been shown on architectural plans. 18. Revised to bulkhead wall 19. Storage addition has been revised. 20. Proposed Storage/Maintenance building - ledger has been changed, not a landscape island. 21. Two covered porches on the south side of the proposed New Town Hall bldg. has been cross- hatched. 22. 5 -story north ALF Bldg. sidewalk has been added to the east side of the building. Engineering. 23. Existing fire hydrant north of Sixplex 3 has been revised. 24. Sheet C4.1- fire hydrant has been revised. 25. Page I of the application has been revised to show Regency Oaks and Sylvan Health Properties. New Affidavit is attached to application. 26. See revised narrative in regards to square footages on Description of Request. ORONAL (RECEIVED Page 3 of 4 t`s,4 R C 2 2007 PLAWVING UkFAK11v1tNT CITYOI- CL WATER 27. Comp. Infill Criteria #1 has been revised to read "without" and 1000 s.f 28. Comp Infill Criteria #5 has been revised. a. See revised narrative. b. See revised narrative. c. See revised narrative. 29. Com Infill Criteria #6 (a) — (e) has been revised. 30. Parking Demand Study is not applicable. Code changed and adequate parking has been provided based on new code calculations. If there are any additional comments or concerns, please contact our office. Since rely, _ ",-A / "t I /I . 11 oreen A. Williams Project Director Sylvan #632 Page 4 of 4 ORIGINAL RECEIVED ma, o2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER CERTIFICATE #: 13625 I 1' LIOENNE W: SNF 1462096 State of Florida AGENCY FOR HEALTH CARE ADMINISTRATION DIVISION OF HEALTH QUALITY ASSURANCE SKILLED NURSING FACILITY STANDARD This is to confirm that SYLVAN HEALTH SYSTEMS, LLC has complied with the rules and regulations adopted ;by the State of Florida, Agency For Health Care Administration, authorized in Chapter 400, Part 11, Florida Statutes, and as the licensee is authorized to operate the following: SYLVAN HEALTH CENTER 2770 REGENCY OAKS BLVD CLEARWATER, FL 33759 TOTAL: 60 BEDS RENEWAL ACTION EFFECTIVE DATE: 09/01/2006 LICENSE EXPIRATION DATE: 08/31/2007 Deputy Secre , Division of Health Q i 02 CERTIMCATE #: 18737 State of Florida AGENCY FOR HEALTH CARE ADMNISTRATION DIVISION OF HEALTH QUALITY ASSURANCE LICENSE #: AL9037 ASSISTED LIVING FACILITY ,. M_ � J This is to confirm that SYLVAN HEALTH SYSTEMS LLC has complied with Chapter 400, Part III, laws of the State of Florida and with 58A -5, rules of the State of Florida and is authorized to operate the following: EFFECTIVE DATE: 09/01/2005 EXPIRATION DATE: 08/31/2007 .,..... yeti `:��.'iE'" .4 "ir)-stiV�Q7e.V, {•4iy /ti�PJ�i4ry `.;•G �iF.. ?+.it•5.) �S�L 4�i�+\!{;f.: SYLVAN TERRACE 2770 REGENCY OAKS BLVD CLEARWATER, FL 33759 PMLLAS COUNTY TOTAL CAPACITY: 28 Optional State Supplementation Residents: 0 Private Pay Residents: 28 Deputy Secr tary, Division of OMWdality Assurance RECEIVED Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Tuesday, December 12, 2006 9:12 AM 'to: 'Doreen Williams' Subject: Regency Oaks Doreen - Depends on your definition of "ready ". In some ways yes, others no. What do you want for Christmas? Have you been naughty or nice? As to Regency Oaks, I am assuming you are referring to being over in the number of parking spaces (total). Also, I am assuming you are referring to two parking spaces per dwelling unit ( ?). Yes, is the answer. If you are looking at reducing existing /proposed parking (but not below the minimum required), look at where the new demand (two spaces per unit are located) in relation to existing parking. Maybe existing parking in close proximity can be used for providing the required new parking spaces. How much of the existing parking actually gets used? Different issue - 445 Hamden Drive - I spoke to Housh this morning. I know he has a 2 pm meeting with the property owner. I have an email Michael, Gina and Leslie Dougall -Sides are looking at that, if okay, I will be sending to Housh (copy to you) outlining the issues and options available. Hoping to have it to you prior to the 2 pm meeting. Wayne : >) - - - -- Original Message---- - From: Doreen Williams [ma ilto: Doreen@ northsideeng ineering.com] Sent: Monday, December 11, 2006 11:17 AM To: Wells, Wayne Subject: Regency Oaks Good morning, I hope you had a good weekend. Are you ready for Christmas? Since the new ordinance has come out in regards to parking spaces, on my resubmittal, it looks like I am over in parking spaces. Do I fall under this new ordinance? Doreen A. Williams Project Director Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Phone: 727 - 443 -2869 / Fax: 446 -8036 / Cell: 235 -8474 Email: doreen northsideengineering.com No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.1.409 / Virus Database: 268.15.15/581 - Release Date: 12/9/2006 12/18/2006 �� II LBiological Research Associates Founded 1974 22 November 2006 Mr. Scott Rice l! . Land Development Engineering Manager I �` l ; NOV 2 7 %0Q6 City of Clearwater ! { PO Box 4748 _Y i Clearwater, FL 34618 RE: Case Number FLD2006- 06035, 2720 Regency Oaks Blvd. (39.61 acres) Dear Mr. Rice: This letter is in regard to the above project and the comments received by Biological Research Associates (BRA) on 8 November 2006. According to the minutes of the Development Review Agenda of November 2, 2006, the City of Clearwater (City) disagrees with the location of jurisdictional wetlands on the project site. More specifically, the City had determined that the permitted existing stormwater ponds were wetlands. This assertion is incorrect and the status of the stormwater pond is not "jurisdictional. wetland." The comment from page 28 of the Development Review Agenda, Environmental section 1. 1, is as follows: 1. Submit site plan indicating wetland delineation lines and a defined wetland buffer zone for the west pond — Cypress swamp area (Community Development Code Section 3 -097) It was stated in our previous phone conversation that the area referred to as "Cypress swamp area" was that of the western stormwater pond. There exist two jurisdictional wetland areas onsite totaling 0.83 acre. These two areas are located on the site plan on the western and southwestern project boundaries. The jurisdictional areas are and have been memorialized in these locations due to the issuance of MSSW permit 402707.00. The issuance of this Southwest Florida Water Management District (SWFWMD) permit is proof that the wetland line is as shown, regardless of the age of the original permit, and that the stormwater ponds are separate and not jurisdictional wetlands. Please redirect all questions on the validity of the SWFWMD wetland line directly to Mr. Alberto Martinez, Environmental Manager, Tampa Regulation Department, Tampa Regulation Section (REG -TPA), (813- 985 -7481) ext. 2007 (Tampa) who has conveyed this information to us. Furthermore, the jurisdiction of actual wetlands within the City of Clearwater appears to fall with the State of Florida (SWFWMD) under the Community Development Code (CDC, Section 3- 097.A, as shown below). 1. A vegetative buffer shall be provided on all lands within 25 feet of any property designated on the Zoning Atlas as Preservation (P), or any property determined to be wetlands under the jurisdiction of the State of Florida (`jurisdictional wetlands'); and all lands within 15 feet of the top of bank of any creeks, channels, or related waterways which contain jurisdictional wetlands. This requirement shall not apply to existing seawalls or other structures creating TcarAW6 \0001 \bpi \cCbafa&Ot&e.aoc• Tallahassee • Destin - Port St. Joe • Vero Beach 3910 U.S. Hwy. 301 N. • Suite 180 • Tampa, Florida 33619 • (813) 664 -4500 • (813) 664 -0440 Fax www.biologicalresearch.com Mr. Scott Rice City of Clearwater 22 November 2006 Page 2 an abrupt transition between any such property and the adjoining upland property. "Top of bank" is that point on the slope at which the side slope becomes flatter than one foot vertical to four feet horizontal. Therefore, the existing stormwater ponds onsite are not to be considered wetlands and are not subject to vegetative buffers or SWFWMD impact wetland permitting criteria. Please note that the applicant is aware that any reconfiguration of the stormwater pond will require modification of the existing SWFWMD permit. The applicant is aware and will comply with any SWFWMD requirements levied during the course of that permit modification review process. Please also note that the SWFWMD will not allow any jurisdictional wetland impact to occur if not specifically allowed under rule 40D which inch der appropriate habitat compensation. There is one area in the southwest corner of the proposed project where a buffer encroachment is proposed to within 6 feet of the wetland. This area of encroachment is necessary for the placement of "Sixplex 1" and is justified due to the fact that no other alignment of the building is possible. The drive aisle widths and radii combined with the financial and institutional necessity of the this space and function justify the existence and placement of this building. The existing vegetative buffer is of poor quality in this area and contains mostly ruderal species which do not serve water quality or significant wildlife habitat purposes. The applicant has, at great cost, proposed a retaining wall in this area to reduce the encroachment to the greatest degree possible. The applicant is open to discussion of compensation for this buffer impact if the City or SWFWMD requires such action in order for site plan approval. According to the Land Resources Section (5) of the minutes of the Development Review Agenda of November 2, 2006: 5. All of the trees are mitigation trees from when the project was first developed and must be preserved. Do not modify the pond bottoms by change(ing) the grades. Revise plans prior to CDB. The City refers to the trees in the stormwater ponds as "mitigation trees from when the project was fiat • : l t i i HduC voEGped », however, 't lGiG 1s no : viude iCC in. any S'V'VI,WM,'L , permit f11e that, ` S o F ' a required the plantings for any sort of compensation. No impact to the trees will be directly realized by the reconfiguration of the western stormwater pond. After a large storm event, the pond bottoms are designed to be dry within 24 hours per stormwater engineering requirements and this will ensure that there will be no adverse affect on the existing trees. The trees in the western pond will not endure any additional periods of inundation which would cause reduced viability nor will they be affected by adjacent construction. Additional control structures proposed in the southeastern pond will actually equalize the amount of water realized by the cypress trees throughout and will not cause adverse hydrologic harm to them. The same "bleed down" time requirements will be in effect on the southeastern pond and therefore no additional inundation time is anticipated. Cypress trees will be affected by the 23 bed addition to the 1 story masonry nursing center. The applicant would be happy to _T _ meet onsite and discuss this loss and potential restorative measures. I I, t G: \09276 \0001 \bp I \ctl_Itr_scott _rice.doc T 4' 1 Mr. Scott Rice City of Clearwater 22 November 2006 Page 3 The SWFWMD does not require additional site visits to certify the wetland line. As stated above, the submitted wetland line is valid at this time. The City may request a site visit to discuss any buffer encroachment issues on the southwestern jurisdictional wetland by building "Sixplex 1" or tree replacement issues related to the southeastern pond. Please coordinate directly with Chris Leek to schedule a site visit with engineering and environmental professionals from our team. Thank you for your time, and please feel free to contact me with any questions or comments on the above explanations. Sincerely, BIOLOGICAL RESEARCH ASSOCIATES Chris Leek Ecologist CTL /kms /ckd G :\09276 \0001 \bp 1 \ctl_Itr_scott _rice.doc William B. (rey, .W.S. Se nior Vic nt /Senior Ecologist �►�; f NOV 2 72006 CITY n- . Wells, Wayne From: Wells, Wayne Sent: Monday, October 30, 2006 6:07 PM To: Doreen Williams (E -mail) Cc: Angel Haines (E -mail) Subject: FLD2006- 06035, 2720 Regency Oaks Blvd. Doreen - Attached are the Draft DRC comments for the November 2, 2006, meeting at 10:40 am for the above referenced case. Wayne ta draft 11.2.06 dre action agend... °Clearwater I September 26, 2006 CITY OF CLE.-.RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 Northside Engineering Services Inc. 601 Cleveland Street Suite' 930 Clearwater, F133755 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 WWW.MYCLEARWATER.COM VIA FAX: 727 - 446 -8036 RE: FLD2006 -06035 -- 2720 REGENCY OAKS BLVD -- Letter of Completeness Dear Northside Engineering Services Inc. : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006- 06035. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on November 02, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, /,A t-q- kVa4 Wayne ells, AICP Planner III Letter of Completeness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD Wells, Wayne From: Wells, Wayne Sent: Tuesday, September 26, 2006 6:02 PM To: Doreen Williams (E -mail) Cc: Angel Haines (E -mail) Subject: FLD2006- 06035, 2720 & 2770 Regency Oaks Blvd. Doreen - Attached is the Letter of Completeness for the above referenced project. The original letter is being mailed. Wayne letter of mpleteness 9.26.06 Flo rlhSme September 19, 2006 Mr. Wayne Wells Planner III City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2006 -06035 2720 Regency Oaks Blvd. Response to Letter II of Incompleteness Dear Mr. Wells: ORIGINAL RECENED SET 2 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • The above project was deemed incomplete on September 3, 2006 by the Planning Staff. Below we have responded to all incomplete comments along with attaching revised plans and additional pertinent information required. 1. Zarra Boyd survey has been removed from submittal. One complete survey has been completed by Suncoast Land Surveying and is attached herewith. 2. The revised, complete tree inventory and survey are attached herewith. 3. See legend on Sheet C3.1 4. Vegetative buffer (25' wide) shown on plans. A small portion of one building lies within the 25' buffer. If absolutely necessary, we will negotiate with environmental to mitigate in another area for this portion of intrusion. 5. All site visibility triangles are shown on plans. 6. N/A — see revised survey. 7. Required parking lot interior landscaping areas have been cross - hatched. We stopped cross - hatching after we exceeded the required 10 %. 8. Solid waste containers will be housed in each unit. Housekeeping staff with transport debris to compactor. It is undetermined if the compactor will be upgraded. If it is, cut sheets will be provided to Solid Waste for approval prior to building permitting. A/C compressors will be mounted on the ground adjacent to the units and be screened by landscaping. 9. All existing and proposed sidewalks (including the right -of -way) are noted on drawings. 10. See revised application. 11. The site data table has been revised to show the heights of all buildings. 12. Spot elevations are shown on plans. 13. Architectural drawings will show all dimensions /structural overhangs prior to CDB. 601 CLEVELAND STREET, SUITE CLEARWATER, FLORIDA 33755 NESADMIN @MINDSPRING.CON N ESTECH@MI NDSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 930 8036 W� , t,. Mr. Wayne Wells September 19, 2006 Page Three 14. Plan has been revised to show cross - hatching of new Therapy Suite/Freezer/Home Heath Bldg and Nostalgic Village. 15. See revised landscape plan for perimeter landscape buffers. 16. Where existing parking areas abut existing landscaping if no wheel stops are shown, they will be added if they are not existing. 17. Landscape plan has been revised. 18. See revised Site Data table for interior landscaping square footage (VUA). We hope the above responses along with revised drawings are acceptable to make this project complete. Sincerely, oreen A. Williams Project Director Enc. OR1GOL RFCcnff--D PIA�N11�� WA R CIV 0f C LETTER OF TRANSMITTAL CIVIL• LAND PLANNING • ENVI RONMENi:AL • TRANSPORTATION • Date: September 26, 2006 15 To: Sherry L. Watkins, Administrative Analyst Survey (2 sheets), 1 Signed and Sealed 15 City of Clearwater Planning Department SEP P. 6 Tree Inventory 11 Sheets), Per Wayne 100 S. Myrtle Ave, #210 Landscape Plans (11 Sheets) Clearwater, FL 33756 KAMMG00WWW Off OF MANOW Reference: 2720 Regency Oaks / FLD2006- 06035 NES Proj# 0632 We Transmit: X Originals X Prints X_ Enclosed Under Separate Cover Addendum Mail UPS Overnight Shop drawings Pick -Up X Hand Delivered Specifications X Applications Floppy Disk 15 Response Letter 15 Revised Narrative 15 Survey (2 sheets), 1 Signed and Sealed 15 Civil Plans (4 Sheets), 1 Signed and sealed 2 Tree Inventory 11 Sheets), Per Wayne 8 Landscape Plans (11 Sheets) Please contact us at (727) 443 -2869 should you have any questions or comments. Copies to: FILE By: N. Pelzer Ang aines, Executive Admin. Assistant A. Haines 601 CLEVELAND S- REST, SUITE 930 CLEARWATER, FLORIDA 33755 NESA.Di` %�I IU��h��ii�iDS�! <ING.0 M NESTEC! (r.MiNDSPRING.COM 727 • 443 • 2869 FAX 727 - 446 • 8036 Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Thursday, September 14, 2006 10:17 AM To: 'Doreen Williams' Subject: RE: Regency Oaks Only provide two copies - one for me and one for Rick Albee. - - - -- Original Message---- - From: Doreen Williams [ma ilto: Doreen@ northsideeng ineeri ng.com] Sent: Wednesday, September 13, 2006 2:28 PM To: Wells, Wayne Subject: Regency Oaks Quick question. Our tree inventory is 12 sheets — Do I need 15 sets of this or 3? Doreen A. Williams Project Director Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Phone: 727 - 443 -2869 / Fax: 446 -8036 / Cell: 235 -8474 Email: doreen northsideengineering.com No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.3/446 - Release Date: 9/12/2006 9/14/2006 Wells, Wayne From: Wells, Wayne Sent: Sunday, September 03, 2006 7:23 PM To: Doreen Williams (E -mail) Subject: FLD2006- 06035, Regency Oaks, Letter of Incompleteness #2 Importance: High Doreen - I have reviewed for completeness this application: 1. Did you intend to submit the Zarra Boyd survey to complete the "survey" to show those areas not surveyed by Suncoast Land Surveying; Inc.? The Zarra Boyd survey I have is not signed and sealed ( ?). 2. The Letter of Transmittal says that 15 copies of the Civil & Landscape Drawings (3 sheets) were submitted. However, there were no landscape plans (which were three sheets previously submitted); only the civil plans (three sheets). I have looked at the other packages and did not find the landscape sheets. Have the landscape plans been amended ( ?) and are you planning to submit the landscape plans on Tuesday morning to be complete? 3. Tree survey - did they inventory the trees in the southeast and on the west side? I don't see any changes from that previously submitted. I am attaching the second Letter of Incompleteness. Wayne letter of completeness #2 9. LL _° Clearwater U September 03, 2006 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 , WWW.MYCLEARWATER.COM Northside Engineering Services Inc. VIA FAX: 727 - 446 -8036 601 Cleveland Street Suite 930 Clearwater, Fl 33755 RE: FLD2006 -06035 -- 2720 REGENCY OAKS BLVD -- Letter of Incompleteness Dear Northside Engineering Services Inc. : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006- 06035. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. 9/3/06 - WW Zarra Boyd survey submitted to "complete" the incomplete survey submitted by Suncoast Land Surveying, Inc., but it is not signed and sealed. Unclear if this submittal is sufficient. 7/6/06 - WW The site survey is incomplete. There are areas "of survey no field located per clients request" that are being redeveloped or modified. Need to include all areas of the site. There is a Preservation zoned area on the west side, which is a wetland area. This area is not surveyed, nor is there a wetland jurisdictional line indicated. This affects where buildings and other improvements can be placed and affects the review of the project. 2. 9/3/06 & 7/6/06 - WW The tree survey and inventory are incomplete. See comment above regarding the incomplete survey. The trees in the northeast corner are not inventoried. There are trees within the retention area in the southeast that are not surveyed or inventoried, and this area is being modified. There are other areas where trees are within existing retention areas that are being modified and the trees are not shown or inventoried. Need to include the entire site. Many trees are replacement trees from prior development (per Rick Albee). 3. 9/3/06 - WW Crosshatched areas are indicated on the west side of the site; however, there is no indication that these areas are zoned Preservation District either in a legend or by written statement on the plans. 7/10/06 - WW Need to show Preservation District boundary line on the site plan. 4. 9/3/06 & 7/10/06 - WW In accordance with Section 3 -907, need to show vegetative buffer (25 -foot width) from the Preservation District boundary or from property determined to be jurisdictional wetlands. No structures may be within this vegetative buffer. 5. 9/3/06 & 7/10/06 - WW Show all required sight triangles. Letter of Incompleteness - FLD2006 -06035 - 2 720 REGENCY OAKS BLVD LL CITY OF CLEARWATER o >' ClearWater PLANNING DEPARTMENT - MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 WW W.MYCLEARWATER.COM September 03, 2006 6. 9/3/06 & 7/10/06 - WW The southwest and west portion of the site is zoned Preservation District, which is on the site primarily due to wetlands. Identify environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements. 7. 9/3/06 & 7/10/06 - WW Depict by shading or crosshatching of all required parking lot interior landscaped areas (existing and proposed vehicular use areas). 8. 9/3/06 & 7/10/06 - WW Show the location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening. There is an existing trash compactor in the northwest portion of the site. It is not indicated how trash is being dealt with for all of the villas and quads (physically or programmatically) and if the existing compactor will be upgraded or what. Show the location of a/c units and required screening. 9. 9/3/06 & 7/10/06 - WW Show the location of all existing and proposed sidewalks (including those within the right -of -way). Note: I am assuming at this point that Traffic Engineering will require an accessible route to the public sidewalk within the right -of -way. Plans will need to show how all will be interconnected. 10. 9/3/06 - WW Application is still confusing. Revisions made did not help with understanding the number of beds /units proposed. 7/10/06 - WW The application is confusing as to the number of existing dwelling units (or ALF or nursing beds) and the number of proposed dwelling units (or ALF or nursing beds). Sheet C1.1 says there are 486 existing and proposed beds. Written material under the "Description of Request" says 583 beds or units (unclear which they are). Written material under the response to Comp Infill criteria #1 says 521 beds. The Staff Report for FLD2003 -03016 said a 530 -bed ALF on Tract A and a 120 -bed nursing home on Tract B. There are also building permits either issued or in for review to remodel the units in the big buildings and to combine some units. It is unclear how many persons will be in each existing building, per floor, and in the proposed buidlings or additions (villas, quads, etc.). Need to clearly identify the existing and proposed population of this property (include a table if helpful). 11. 9/3/06 & 7/10/06 - WW Sheet C1.1 - Restate the height of existing and proposed buildings from stories to feet (include the height for all buildings). 12. 9/3/06 & 7/10/06 - WW Provide one -foot contours or spot elevations on site for the areas not surveyed, especially to the west of the nursing home (wetland area). Letter of Incompleteness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD LL CITY OF CLEARWATER Clearwater PLANNING DEPARTMENT - MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 WWW.MYCLEARWATER. COM September 03, 2006 13. 9/3/06 & 7/10/06 - WW Show /dimension structural overhangs (some are shown on the building plans; some are not; not dimensioned when shown). 14. 9/3/06 - WW Crosshatch on the site plan the new Therapy Suite and the freezer additions. Additionally, the new Home Health building is attached to the Nostalgic Village building by new floor area (covered concrete is going away) and there is an addition to the south side of the Nostalgic Village building (crosshatch also). 7/10/06 - WW The new Therapy Suite on the northwest side of the nursing facility is not shown correctly on the site plan sheets (double the size on the building floor plan) and the freezer addition on the southwest side of the nursing facility is not shown at all on the site plan sheets. Revise. 15. 9/3/06 & 7/10/06 - WW Landscape plans need to delineate and dimension all required perimeter landscape buffers. 16. 9/3/06 & 7/10/06 - WW Plans need to show all required curbing and wheel stops. 17. 9/3/06 & 7/10/06 - WW Landscape plans need to show the location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule. Proposed landscape materials are shown; existing is not shown. Due to the improvements shown, as well as all of the remodeling being conducted on -site presently, existing vehicular use areas will need to be brought up to landscape standards where deficient. Can't determine such if not shown. 18. 9/3/06 & 7/10/06 - WW Interior landscaping areas square footage and the percentage of the vehicular use area must be provided in the Site Data table on Sheet C1.1. Letter of Incompleteness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD LL CITY OF CL ARWATER 0 ea,a, ur PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W . MYCLEARW ATER. C OM September 03, 2006 19. 9/3/06 & 7/10/06 - WW Need to include the conditions of FLD2003 -03016 in the written material of this case (address if being altered with this proposal) (provided to you from the Development Order for that case below): Conditions of Approval: 1. That approval of this request be subject to the approval of the companion Case LUZ2003- 03002; 2. That the three parcel identification numbers for Tract A be recombined by the Pinellas County Property Appraiser under one parcel number with one owner or a Unity of Title document be recorded in the public records tying the three parcel identification numbers together as one parcel for Tract A by December 31, 2003; 3. That any future division of either Tract A or Tract B be subdivided in accordance with City subdivision regulations; 4. That the applicant submit site and building plans for staff review by December 31, 2003, for the purpose of obtaining building permits to relocate the maintenance building and shed existing in the northwest corner of Tract A outside of the 15 -foot wide utility easement and to meet the required side setback of 10 feet. The site plan shall include a continuous hedge or vines to be planted along the west property line adjacent to the office building for screening and buffering purposes. The continuous hedge or vines shall be planted in an amount and location acceptable to staff and allowed to grow to a six -foot height (within a three year time period); and 5. That any future freestanding signage be designed as a monument sign at a maximum height of six feet above grade and consistent with the materials and color as the principal building or the brick frontage wall. 20. 9/3/06 - WW Carriage House 2 still not dimensioned as to length, width and height. 7/10/06 - WW None of the proposed buildings or building additions are dimensioned as to the length and width (except the maintenance building); only height is dimensioned (building plans or civil plans). 21. Submit revised landscape plans. Section 4 -202 of the' om unity Developme Xsl estates that if an application is deemed incomplete, the deficie c' es of the applicatio specified by Staff. No further development review action shall be t n until the deficienorrected and the application is deemed complete. Please res mit y 9:00 am on W y, July 12, 2006. Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by noon on Friday, September 29, 2006. Letter of Incompleteness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD CITY OF CLE RWATER Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM September 03, 2006 If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, Wa e V�Vells Yn Planner III Letter of Incompleteness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD Northsift 5u � LETTER OF TRANSMITTAL Date: Au( rust 50, 2006 T�: Sherry L. Watkins, Administrative Analyst City of Clearwater Planning Department 100 S. Myrtle Ave, #210 Clearwater, FL 33756 Reference: Regency Oaks / 2720 & 2770 Regency Oaks Blvd NES Proj# 0632 CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION 0 We Transmit: X Originals X_ Prints X_ Enclosed Under Separate Cover Addendum Mail UPS Overnight Shop drawings Pick -Up X Hand Delivered Specifications X Applications Floppy Disk 15 Flex Development Application (Comp. Intill) 15 Letter of Authorization & Affidavits 15 Warranty Deeds 15 Surveys (3 Sheets) 15 Stormwater Report & Narrative (1 signed and sealed) f5' ITE Report 15 Flow Tests 15 Parking Study 15 Trees Survey and Inventory 15 Civil & Landscape Drawings (3 sheets) 15 8.5" X 11" Civil Site Plan 15 8.5 X 11" Colored Renderings 15 8.5 X 11" Building Elevations 1 Color chip attached to Original Arc. Drawing 15 24 X 36 Architectural Drawings Please contact us at (727) 443 -2869 should you have any questions or comments. Copies to: BY'` ? FILE reen A. Wi iams, Project Director N. Pelzer ORIGINAL A. Haines RECEIVED 601 CLEVELAND STREET, SUITE 930 AUG 30 2006 CLEARWATER, FLORIDA 33755 N E S A DM I N @M I N D S P R I N G. COM PLANNING DEPARTMENT NESTECH @MINDSPRING.COM CITY OF CLEARWATER 727 • 443 • 2869 FAX 727 • 446 • 8036 Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Wednesday, August 23, 2006 12:00 PM To: 'Doreen Williams' Subject: RE: Regency Oaks I think your question is whether you need to survey the jurisdictional area beyond the boundary of the property. If so, no. - - - -- Original Message---- - From: Doreen Williams [mailto: Doreen @northsideengineering.com] Sent: Wednesday, August 23, 2006 11:11 AM To: Wells, Wayne Subject: Regency Oaks Hello. Hope your morning is going well. I have a quick question. The surveyor stated that on the west side of the property, outside the property line is a jungle. Do we need to survey the 25' outside of the property line here? Doreen A. Williams Project Director Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Phone: 727- 443 -2869 / Fax: 446 -8036 / Cell: 235 -8474 Email: doreen northsideengineering.com Internal Virus Database is out -of -date. Checked by AVG Free Edition. Version: 7.1.394 / Virus Database: 268.10.4/401 - Release Date: 7/26/2006 8/24/2006 Wells, Wayne From: Wells, Wayne Sent: Thursday, July 20, 2006 1:30 PM To: Doreen Williams (E -mail) Subject: FW: Regency Oaks Doreen - FYI - - - -- Original Message---- - From: Albee, Rick Sent: Thursday, July 20, 2006 11:35 AM To: Wells, Wayne Subject: RE: Regency Oaks Could not locate the file. The trees will need to be inventoried and replacements will be an inch for inch basis for trees rated 3 and above. - - - -- Original Message---- - From: Wells, Wayne Sent: Thursday, July 20, 2006 7:26 AM To: Albee, Rick Subject: Regency Oaks Rick - Do you have any files regarding Regency Oaks and replacement trees (and their location)? Wayne - - - -- Original Message---- - From: doreen [ mailto: doreen @northsideengineering.com] Sent: Wednesday, July 19, 2006 8:51 AM To: Wells, Wayne Subject: Regency Oaks Did Rick Albee get back yet to find out about the replacement trees? B1ackBerry service provided by Nextel 1 .; °Clearwater 0 N�- - - July 10, 2006 CITY OF CLE_,.RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM Northside Engineering Services Inc. 601 Cleveland Street Suite 930 Clearwater, F133755 RE: FLD2006 -06035 -- 2720 REGENCY OAKS BLVD -- Letter of Incompleteness Dear Northside Engineering Services Inc. : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006- 06035. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. I . The site survey is incomplete. There are areas "of survey no field located per clients request" that are being redeveloped or modified. Need to include all areas of the site. There is a Preservation zoned area on the west side, which is a wetland area. This area is not surveyed, nor is there a wetland jurisdictional line indicated. This affects where buildings and other improvements can be placed and affects the review of the project. 2. The tree survey and inventory are incomplete. See comment above regarding the incomplete survey. The trees in the northeast corner are not inventoried. There are trees within the retention area in the southeast that are not surveyed or inventoried, and this area is being modified. There are other areas where trees are within existing retention areas that are being modified and the trees are not shown or inventoried. Need to include the entire site. Many trees are replacement trees from prior development (per Rick Albee). 3. Need to show Preservation District boundary line on the site plan. 4. In accordance with Section 3 -907, need to show vegetative buffer (25 -foot width) from the Preservation District boundary or from property determined to be jurisdictional wetlands. No structures may be within this vegetative buffer. 5. All dimensions must be shown on Sheet C3.1, including all parking areas (existing and proposed), landscape island widths, radius for the turnaround area southwest of the nursing center, and new buildings and building additions. Additionally, label the proposed buildings (villas 1, 2 & 3, quads, etc.). 6. Show all required sight triangles. 7. The southwest and west portion of the site is zoned Preservation District, which is on the site primarily due to wetlands. Identify environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements. 8. Depict by shading or crosshatching of all required parking lot interior landscaped areas (existing and proposed vehicular use areas). Letter of Incompleteness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD Clearwater July 10, 2006 CITY OF CLL*RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W .MYCLEARWATER. COM 9. Show the location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening. There is an existing trash compactor in the northwest portion of the site. It is not indicated how trash is being dealt with for all of the villas and quads (physically or programmatically) and if the existing compactor will be upgraded or what. Show the location of a/c units and required screening. 10. Show the location of all outdoor lighting fixtures (existing and proposed). Demolition plan indicates the removal of some of the light poles shown on the survey. Are these being replaced and, if so, where? 11. Show the location of all existing and proposed sidewalks (including those within the right -of -way). Note: I am assuming at this point that Traffic Engineering will require an accessible route to the public sidewalk within the right -of -way. Plans will need to show how all will be interconnected. 12. The application is confusing as to the number of existing dwelling units (or ALF or nursing beds) and the number of proposed dwelling units (or ALF or nursing beds). Sheet C1.1 says there are 486 existing and proposed beds. Written material under the "Description of Request" says 583 beds or units (unclear which they are). Written material under the response to Comp Infill criteria #1 says 521 beds. The Staff Report for FLD2003 -03016 said a 530 -bed ALF on Tract A and a 120 -bed nursing home on Tract B. There are also building permits either issued or in for review to remodel the units in the big buildings and to combine some units. It is unclear how many persons will be in each existing building, per floor, and in the proposed buidlings or additions (villas, quads, etc.). Need to clearly identify the existing and proposed population of this property (include a table if helpful). 13. Sheet C1.1 - Restate the height of existing and proposed buildings from stories to feet (include the height for all buildings). 14. Provide one -foot contours or spot elevations on site for the areas not surveyed, especially to the west of the nursing home (wetland area). 15. Show /dimension structural overhangs (some are shown on the building plans; some are not; not dimensioned when shown). 16. The new Therapy Suite on the northwest side of the nursing facility is not shown correctly on the site plan sheets (double the size on the building floor plan) and the freezer addition on the southwest side of the nursing facility is not shown at all on the site plan sheets. Revise. 17. Landscape plans need to delineate and dimension all required perimeter landscape buffers. 18. Plans need to show all required curbing and wheel stops. 19. Landscape plans need to show the location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule. Proposed landscape materials are shown; existing is not shown. Due to the improvements shown, as well as all of the remodeling being conducted on -site presently, existing vehicular use areas will need to be brought up to landscape standards where deficient. Can't determine such if not shown. 20. Interior landscaping areas square footage and the percentage of the vehicular use area must be provided in the Site Data table on Sheet C 1.1. Letter of Incompleteness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD r CITY OF CLEARWATER o 0 Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 WWW.MYCLEARWATER. COM July 10, 2006 21. Need to include the conditions of FLD2003 -03016 in the written material of this case (address if being altered with this proposal) (provided to you from the Development Order for that case below): Conditions of Approval: 1. That approval of this request be subject to the approval of the companion Case LUZ2003- 03002; 2. That the three parcel identification numbers for Tract A be recombined by the Pinellas County Property Appraiser under one parcel number with one owner or a Unity of Title document be recorded in the public records tying the three parcel identification numbers together as one parcel for Tract A by December 31, 2003; 3. That any future division of either Tract A or Tract B be subdivided in accordance with City subdivision regulations; 4. That the applicant submit site and building plans for staff review by December 31, 2003, for the purpose of obtaining building permits to relocate the maintenance building and shed existing in the northwest corner of Tract A outside of the 15 -foot wide utility easement and to meet the required side setback of 10 feet. The site plan shall include a continuous hedge or vines to be planted along the west property line adjacent to the office building for screening and buffering purposes. The continuous hedge or vines shall be planted in an amount and location acceptable to staff and allowed to grow to a six -foot height (within a three year time period); and 5. That any future freestanding signage be designed as a monument sign at a maximum height of six feet above grade and consistent with the materials and color as the principal building or the brick frontage wall. 22. None of the proposed buildings or building additions are dimensioned as to the length and width (except the maintenance building); only height is dimensioned (building plans or civil plans). Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 9:00 am on Wednesday, July 12, 2006. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, Wa e Wells Planner III Letter of Incompleteness - FLD2006 -06035 - 2720 REGENCY OAKS BLVD Wells, Wayne From: Wells, Wayne Sent: Tuesday, July 11, 2006 7:16 AM To: Doreen Williams (E -mail) Subject: Regency Oaks FLD Doreen - Attached is the Letter of Incompleteness for the above project (I have already faxed it to you last night). Wayne letter of completeness 7.10., .1 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 FAX: 4-+ (y - la O 3 is Phone: 4 o' 3 - Za FROM: 1�-� �.�\� Phone: J �o'L-4 J 04 DATE:_ (f.0 0 V RE: ft.,P-L O o6 - Z? Zo 1Z.�o.. -,�. Gaffs f3 ✓ MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) ;EhdL? I P!G F'EF'CiF'T Jul. 10 2006 07:18PM YOUR LOGO . YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Jul.10 07:16PM 02'08 SND 04 OK � i . �i ��- r- - � -ti,. is .•, Norh��de LETTER OF TRANSMITTAL CIVIL • LAND PLANNING • ENVIRONMENTAL TRANSPORTATION • Date: June, :3i _ 2006 15 To: Sherry L. Watkins, Administrative Analyst Letter of Authorization & Affidavits 15 City of Clearwater Planning Department 15 Surveys (1 signed and sealed) 100 S. Myrtle Ave, #210 Stormwater Report & Narrative (1 signed and sealed) 15 Clearwater, FL 33756 15 Reference: Regency Oaks Trees Survey and Inventory NES Proj# 0632 15 We Transmit: 15 X Originals 15 8.5 X 11" Colored Renderings • Prints X Enclosed Under Separate Cover Addendum 15 Mail UPS Overnight Shop drawings Pick -Up X Hand Delivered Specifications • Applications Floppy Disk 1 Check #43221 for $1,205 15 Flex Development Application (Comp. Infill.) 15 Letter of Authorization & Affidavits 15 Warranty Deeds 15 Surveys (1 signed and sealed) 15 . Stormwater Report & Narrative (1 signed and sealed) 15 ITE Report 15 Flow Tests 15 Trees Survey and Inventory 15 Civil & Landscape Drawings 7 sheets) 15 8.5" X 11" Civil Site Plan 15 8.5" X 11" Colored Landscape Plan 15 8.5 X 11" Colored Renderings 15 8.5 X 11" Building Elevations 1 Color chip attached to Original Arc. Drawing 15 24 X 36 Architectural Drawings Please contact us at (/l /) 443 -2869 should you have any questions or comments. Copies to: B FILE oreen A. Williams, Project Director N. Pelzer A. Haines 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN @MINDSPRING.COM NESTECHQMINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ORIGINAL RECEIVED JUL 43 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Map Output 0 0 Page 1 of 1 r_ ttp:// publicgi;. myclearwater .com/servlet /com.esri. esrimap .Esrimap ?Servicel` -a_ne =OV._. _1/25/2008 Property Appraiser General Information: 05/29/16/00000/210 /0000 Card 1 Interactive Map of thi.s. Comparable Sales Back to _,Query_ New Tax Collector parcel Listing Results. Search Information Page 1 of 4 Question/Qom ment about this parcel 05/29/16/00000/210 /0000 Buildn22of 4 Building 1 Data Current as of November 23, 2008 [8:08 am Tuesday November 25] Nonresidential Property Owner, Address, and Sales Print Offices ProPerty_ Use: 356 NE 1/4 OF NW 1/4 LESS N 30 FT OF E 703.62FT & LESS E 33FT FOR RD'S & LESS M &B PARCEL 21103 PER O.R. 12517 PG 1941 CONT 33.76AC (C) * * Click here for short legal 2008 Exemptions Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional: Yes Agricultural: $0 Historic: $0 2008 Value 2008 Tax Information Comparable Sales Value:: $.0 Tax District: CW F.S. 553.844 :Test /Market Value: Millage: 20.3578 $335500,000 Non Ad Valorem Assessments: $.00 Assessed Value/ SOH, Cap. :__$33,500,000 Taxes: $508,945.00 History . Taxable Value: $25,000,000 Taxes without Save - Our -Homes cap: $508,945.00 A significant taxable value increase may Taxes without any exemptions: $681,986.00 occur when sold. Click here for details. Owner/Mailing Address REGENCY OAKS LLC 2751 REGENCY OAKS BLVD CLEARWATER FL 33759 -1524 Property Address 2720 REGENCY OAKS BLVD Parcel Information Book/Page: Land Use: Homes for the 12517/2018 Aged (74) Census Tract: 268.13 Sale Date Book/Page Price Q/U V/I 2/2003 12517/2018 $26,884,800 M I 12/1998 10363/1465 $4,200,000 U I 9/1994 8794/2215 $2,453,900 M I Plat Year Plat Book/Page(s) Not Platted http:// www. pcpao.org/general_nadet.php ?pn= 1629050000021000001 11/25/2008 Property Appraiser General Information: 05/29/16/00000/210 /0000 Card 1 Seawall: Land Use Homes for the Aged(74) Land Information Frontage: None Land Size Structural Elements Foundation: Continuous Footing Floor System: Slab on Grade Exterior Wall: Concrete Block Brick Roof Frame: Gable & Hip Roof Cover: Composition Shingle Height Factor: 0 Floor Finish: Carpet Combination Interior Finish: Drywall Party wall: None Structural Frame: None Cabinet & Mill: Above Average Quality: Above Average Heating& Air: Heating & cooling Package Electric: Above Average Bath Tile: Floor Only Fixtures: 6 Total Units: 0 Year Built: 1991 Effective Age: 10 Other Depreciation: 0 Functional Depreciation: 0 Economic Depreciation: 10 Unit Value 9,500.00 Page 2 of 4 View: Units Method 396.00 T Open plot in New Window View Floor: 1 ;Click here if screen is blank http:// www. pcpao.org/general_nadet.php ?pn= 1629050000021000001 11/25/2008 Property Appraiser General Information: 05/29/16/00000/210 /0000 Card 1 Sub Area information Description Building Finished Ft2 Gross Are_ a Ft2 :Base Area 3,759 3,759 Screen Porch. Finished 270 Open Porch Finished 1,185 Total Building Finished SF: 3,759 Total Gross SF: 5,214 Description Asphalt Fire Sprinkler Carport Spa/Jacuzzi/Hot Tub Shuffleboard Court Shed Nonresidential Extra Features Page 3 of 4 Factor Effective Ft2 1.00 3,759 .40 108 .30 356 Total Effective SF: 4,223 Dimensions Value/Unit Units Total NewValue Depreciated Value Year 56000 $1.7556000 $98,000.00 $98,000.00 Unknown 3759SF $2.00 3759 $7,520.00 $6,470.00 1991 20X880 $17.5017600 $308,000.00 $264,880.00 1991 7X7 $9,000.00 1 $9,000.00 $6,660.00 1993 $1,500.00 5 $7,500.00 $7,500.00 1991 12X14 $15.00 288 $4,320.00 $3,970.00 2004 http:// www. pcpao.org/general_nadet.php ?pn= 1629050000021000001 11/25/2008 Welcome to VDB on the Web • • Page 1 of 1 rzoon, r Aerial Photography: 1 Transparency (0.0- r II Theme Description II is the default set. It has no data s, just linework. All of the map s are black. http: / /vdb.pcpao.org/vdb.php 11/25/2008 , Welcome to VDB on the Web • 2M m Aerial Photography: 2007 Color';; Transparency (0.0- nl 1.0 L:. - _r Theme Description This is the default set. It has no data layers, just linework. All of the map layers are black. http: / /vdb.pcpao.org/vdb.php • Page 1 of 1 11/25/2008 Property Appraiser General Information: 05/29/16/00000/210 /0300 Card 1 Interactive Map of this. Comparable Sales Back to._Query New Tax Collector pa_i_cel Listtng Results SIP.arch Information Page 1 of 4 Question/ p nment about this 05/29/16/00000/210 /0300 .Building 1 Data Current as of November 23, 2008 [8:44 am Tuesday November 25] Nonresidential Property Owner, Address, and Sales Print Nursing Home Property Use.: 337 PT OF NE 1/4 OF NW 1/4 DESC FROM SE COR OF NE 1/4 OF NW 1/4 TH W 1015.8FT TO POB TH W 328.25FT TH NO1DE. 337.03FT TH N37DE 392.31FT TH N08DE 29.55FT. TH S43DE 57.73FT TH S35DE 119.85FT TH S45DE 107.76FT TH S34DE 80.61FT TH S44DE 158.55FT TH S29DE 45.96FT TH S14DE 82.48FT TH S64DW 19.88FT TH N3ODW 78.31FT TH S48DW 3283FT TO POB CONT 5.85AC (C) Click here for short _legal ** 2008 Exemptions Homestead: No Use:. 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional: No Agricultural: $0 Historic: $0 2008 Value 2008 Tax Information Comparable Sales Value:: $0 Tax District:. CW F.S. 553.844 Just/Market Value: Millage: 20.3578 $4,000,000 Non Ad Valorem Assessments: $.00 Assessed Value/ SOH Ca $4,000,000 Taxes: $81,431.20 History_ Taxable Value: $4,000,000 Taxes without Save - Our -Homes cap: $81,431.20 A significant taxable value increase may Taxes without any exemptions: $81,431.20 occur when sold. Click here for details. Owner/Mailft Sale Date Book/Page Price Q/U V/I Address Property Address 2/2003 12517/1941 $430,000 U I SYLVAN HEALTH PROPERTIES Plat Year Plat Book/Page(s) ATTN: S H P Not Platted HEALTHCARE SVC LLC 2770 REGENCY OAKS 2701 N ROCKY POINT DR # 1160 TAMPA FL 33607 -5925 Parcel Information Book/Page: Land Use:. Sanitariums, 12517/1941 convale... 7 Census Tract: .00 http: / /www.pcpao.org/general _ nadet.php ?pn= 1629050000021003001 11/25/2008 ' . Property Appraiser General Information: 05/29/16/00000/210 /0300 Card 1 Land Information Seawall: Frontage: None Land Use Land Size Sanitariums, convalescent and rest homes(78) Sanitariums, convalescent and rest homes(78) Structural Elements Foundation: Spread/Monolithic Footing Floor System: Slab on Grade Exterior Wall: Concrete Block/Stucco Roof Frame: Wood Frame /Truss Roof Cover: Composition Shingle Height Factor: 0 Floor Finish: Carpet Combination Interior Finish: Drywall Party wall: None Structural Frame: Concrete. Reinforced Cabinet & Mill: Above. Average Quality: Above Average Heating & Air: Heating & cooling Package Electric: Above Average Bath Tile: Floor and Half Wall Fixtures: 0 Total Units: 0 Year Built: 1991 Effective Age: 10 Other Depreciation: 0 Functional Depreciation: 0 Economic Depreciation: 15 Page 2 of 4 View: Unit Value Units Method 9,500.00 60.00 T 9,500.00 26.00 T No Building Drawing for this card http : / /www.pcpao.org/general _ nadet.php ?pn = 1629050000021003001 11/25/2008 ` . Froperty Appraiser General Information: 05/29/16/00000/210 /0300 Card 1 Sub Area information Description I Building Finished Ft2 Base Area 37,721 Carport Finished Open Porch Finished Screen. Porch. Finished Total Building Finished SF: 37,721 Page 3 of 4 Gross Area Ft2 Factor Effective. Ft2 37,721 1.00 37,721 1,023 .30 307 413 .30 124 180 .40 72 Total Gross SF: 39,337 Total Effective SF:. 38,224 Nonresidential Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year Fire Sprinkler 37721 $2.00 37721 $75,440.00 $64,880.00 1991 Asphalt 20800 $1.75 20800 $36,400.00 $36,400.00 Unknown http: / /www.pcpao.org/ general_ nadet .php ?pn = 1629050000021003001 11/25/2008 Welcome to VDB on the Web 0 Page 1 of 1 ,. Aerial Photography: 2007 Color Transparency (0.0- o 7-7 1.0'� Theme Description This is the default set. It has no data layers, just linework. All of the map layers are black. http: / /vdb.pcpao.org/vdb.php 11/25/2008 CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com/epermits CASE SUMMARY OCL9334991 2701 REGENCY OAKS BLVD REGENCY OAKS SOUTH Bus phone:. (813) 791 -3381 - see case notes PEOPLE Role: Business Owner REGENCY OAKS LLC PHONE: (727) 791 -3381 CLEARWATER LAND CO FAX: No Fax 2751 REGENCY OAKS BLVD CLEARWATER, FL 33759 -1524 FEES Assessed Amount Amount Paid Balance Due BUSINESS. TAX - RENEWAL $1,891.80 $1,891.80 $0.00 LICENSE FEE RENEWAL $5,209.85 $5,209.85 $0.00 TRANSFER FEE $25.00 $25.00 $0.00 Total $7,126.65 $7,126.65 $0.00 OCCUPATIONAL LICENSE Category Quantity # Employees 091020 RENTAL: APARTMENT /30 DAYS. OR 197 0 093050 RESTAURANT 188 0 Done ACTIVITIES Date 1 Date 2 Date 3 Disp By Issue License - RENEWAL 10/25/2000 DONE BLS OCL Letter Sent 2/6/2004 DONE Residential Rental Housing Educational Materials, updated 1/04 Issue License - RENEWAL 8/24/1998 DONE BLS Issue License - RENEWAL 10/211999 DONE GBD Issue License 10/22/1997 DONE TAW Issue License - RENEWAL 9/11/2001 DONE RRP 01 -02 Renewal Notice 7/25/1997 7/97 BATCH Renewal Notice 7/28/1998 7/98 BATCH Renewal Notice 7/21/1999 7/99 BATCH Renewal Notice 7/18/2000 7/00 BATCH rAForms \I nfoSummary.rpt OU93�4991 2701 REGENCY OAKS BLVD Renewal Notice 7/25/2001 7/01 BATCH Renewal Notice 7/27/2002 FY 02/03 BATCH Phone Call 9/11/2002 talked with Vicki Barnes - returned check - overpaid - will resend payment - see hold file Issue License - RENEWAL 9/24/2002 2002 -2003 License Transferred 4/10/2003 02 -03 Renewal Notice 7/11/2003 03/04 Issue License - RENEWAL 8/13/2003 2003 -2004 Renewal Notice 7/26/2004 04/05 Issue License - RENEWAL 8/20/2004 2004 -2005 Renewal Notice 7/22/2005 FY2005 -2006 Issue License - RENEWAL 8/18/2005 2005 -2006 Renewal Notice 7/21/2006 2006-2007 ISSUE - Business Tax Renewal 9/22/2006 2006 -2007 Renewal Notice 6/27/2007 2007/2008 ISSUE- Business. Tax Renewal 8/2/2007 2007-2008 Renewal Notice 6/20/2008 2008 -2009 ISSUE - Business Tax Renewal 8/15/2008 2008-2009 DONE BLS DONE DONE BLS DONE DONE DONE DONE DONE DONE rAForms \I nfoSum mary.rpt 2UA 2"R 'M C.... ...... ------------ N�L E" R. , LMDR 0s/R H . 0 ------ - ------ r Pi! Hap; AtLA!l c .......... . . ......... . . . • qlr A -i.4,m:T!-:t CIE. ... ....... .. ...... . .... ... .... .... .......... vo . . ....... ,RR 1 -2. N 4! C r------------- — -- ------------ -J P� "!n -------- ------ -------- f --- — ---- "EIR 55"i P c caw I I.N. 11,M1 IR .4. iii! AV tT I T-1- I ........ .... -Imz e):, 1'. MIT Riaa 254A filerwater PREPARED BY PUBLIC WORKS ADMINISTRATION ENGINEERING IG& 100 S. Myrtle Ava., CleatWater, FL 33755 20750. Fax: (727)5260755 N W� E TBF, 0 IN I"CO' MR 0:� T Taw., C-� City Owned Property Agreement to Annex o Annexation 0 DeannexatIon • Correction 0 Rezoning SUB NUMBER (• • Refer b PtIQ C) BLOCK NUMBER (D SUB PARCEL NUMBER OPARCEL NUMBER JM&B) LAND HOOK (COMMON OWNERS-V) PLATTED SUBDIVISION BOUNDARY COUNTY HIGHWAY O STATE HIGHWAY to U.S. HIGHWAY Outside City of Clearwater Zoning Atlas Mar 21, 2005 NW 114 of 5-29-16 255A Flexible Development Application - Map Request Planner Name: Wayne Wells Case Number: FLD2006 -06035 Date Requested: November 10, 2006 Date Requested for (date): November 30, 2006 Maps Requested x❑ Location Map x❑ Aerial Map x❑ Zoning Map x❑ Existing Surrounding Uses Map Required Documents to be submitted to Engineering x❑ Legal Description x❑ Survey x❑ Map with Proposed Site Highlighted Map Name Owners: Regency Oaks, LLC Sylvan Health Properties Case: FLD2006 -06035 Site: Property Size(Acres): 39.61 I PIN: 05/29/16/00000/210 /0000 05/29/16/00000/210 /0300 I Atlas Page: 255A t ± 12.55 pm Case Number: FLD2006 -060s5 -- 2720 REGENCY OAKS BLVD fro %P 1b Q Owner(s): Clearwater Land Co 18167 Us Highway 19 N Ste 660 Clearwater, F133764 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Representative: Northside Engineering Services Inc. 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727 - 443 -2869, FAX: 727 - 446 -8036, E -MAIL: debra @northsideengineering.com Location: 39.61 acres located on the west side of Soule Road and on the south side of Union Street Atlas Page: 255A Zoning District: I, Institutional Request: Flexible Development approval to permit the addition of a 16 -bed Alzheimer Center, 23 -bed Assisted Living Facility, 70 attached dwellings (Independent Living Facility), maintenance building, Town Hall and other site improvements to an existing 517 -bed Independent Living Facility, 60 -bed Nursing Home and 26 -bed Assisted Living Center in the Institutional District with a reduction to required parking from 743 spaces to 670 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 1204.A. Proposed Use: Assisted living facilities Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Rick Albee, Jim Keller, Steve Doherty, Tom Glenn, Catherine Porter Applicant: Doreen Williams, Housh Ghovaee, Ron Belko, John Frey, Steve Frasier The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, November 2, 2006 - Page 26 Prior to review by LDB: 1. Show on the grading, utilities and drainage plan (Sheet C4.1) all water mains sizes no smaller than 4- inches in diameter. (extended service lines from meter "gangs" may help to address this requirement). 2. Water mains shall be looped to avoid dead -end service unless otherwise approved by the City Engineer. (Community Development Code Section 3- 1910). An existing looped water main in northeast portion of site is proposed to be broken to permit construction of new villas. Provide continuous loop from the interior of the site to a new connection in Soule Road adjacent to most southerly Villa in this area of the site. 3. All water mains shall be located no closer than 5 -feet to any building per water main and ingress /egress easement recorded in O.R. Book 7227, pages 417 -19. Accordingly, relocate the 8 -inch water main located under proposed 23 bed addition shown over retention area in southwest area of site. 4. Show on plans how Proposed Maintenance Shed, New Town Hall, and Proposed Alzheimer Addition are to receive potable water connection. 5. Sanitary service lateral connection to any City of Clearwater Sewer Main will require a double sweep clean -out installed in accordance with City of Clearwater Standards - reference standard detail 305, 1 of 3. (Specifically note the connection of laterals to City Sewer main into Union Street) Prior to issuance of a building permit: 6. Show on the plan location of proposed water meters. Note: Water meters shall not be located in driveways or other impervious areas. 7. Note on the plan, "The City of Clearwater will provide water tap, (Clearwater Code of Ordinances Section 32.095), set the water meter (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D. (back flow preventor device). The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees ". 8. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us /water /drinkingwater /forms.htm 9. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 10. Applicant shall pay applicable sewer and water impact fees. 11. Applicant shall show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www. myclearwater. com/gov/ depts/ pwa /engin/Production/stddet/index. asp. 12. Show on the plan the location of a grease trap to serve any proposed cafeteria or restaurant use. 13. Applicant shall show on the plan the proposed chlorination taps and water sampling points on new mains. 14. Identify sizes & material of all new mains and service lines. 15. All polyvinyl chloride pipes shall be laid with an insulated 12 gauge A.W.G. solid strand copper wire wound around the pipe forming one complete spiral per joint of pipe. This wire is to be continuous with splices made only by methods approved by the Engineer. This wire is to be secured to all valves, tees and elbows. See City of Clearwater Contract Specifications and Standards, Part "B ", Technical Specifications, Section IV, Article 41.02(B)(2). 16. PVC pipe 4" thru 8" water mains to be D.R. 18 per City of Clearwater Contract Specifications and Standards, Part "B ", Technical Specifications, Section IV, Article 41.02(B)(2). 17. If the occupancy of the proposed building is medical office, the applicant/owner will be responsible for all associated fees for a required reduced pressure B.F.P.D. (back flow preventor device). 18. Provide a detail of the doghouse manhole 19. Sanitary sewer manhole cover(s) are NOT to say "Clearwater" or City of Clearwater" on them. This system is a private system. 20. The exterior and interior of all PRECAST doghouse manholes shall be coated with at least 15 mils dry thickness of PROCO EP- 214 -351 Epoxi- Mastic as manufactured by Protective Coatings Inc. per City of Clearwater Contract Specifications and Standards, Part "B ", Technical Specifications, Section IV, Article (13)(E). Development Review Agenda - Thursday, November 2, 2006 - Page 27 i 21. If irrigation is planned, RCW is available. Availability fees will be applicable in accordance with City Ordinance. Reclaimed water is available at the corner of Union Street and Soule Road. 22. Existing Fire Hydrant Assemblies that will become remotely located from vehicular access areas shall be relocated to permit fire truck access. Prior to issuance of a certificate of occupancy: 23. Applicant shall bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) 24. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as -built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 , Prior to CDB: 1. Submit site plan indicating wetland delineation lines and a defined wetland buffer zone for the west pond - Cypress swamp area (Community Development Code Section 3 -907). 2. Submit cross - sections for all proposed stormwater ponds. Fire: 1 , Show location of fire hydrant for fire fighting use. Must be within 300' of building as hose lays and on same side of street as building, this includes the new street to the north with all the Villa's. PRIOR TO CDB 2. Buildings marked as North and South, are these existing ? If they are not we will require that the new ordinance for radio system regulations be implimented. ORDINANCE NO. 7617 -06 Acknowledge PRIOR to CDB 3. Buildings marked as North and South, what is the size of the fire pumps in these buildings? Acknowledge PRIOR to CDB 4. Fire Hydrants on plan are NOT accessible to fire appartus and must be along a roadway at 300 foot increments Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: Development Review Agenda - Thursday, November 2, 2006 - Page 28 1 . Show all of the proposed changes on the Tree Inventory plans so a thorough review can be performed. Some utilities are going through trees, pavement and landscape islands are too close to some trees. Consult with your arborist to review the utilities and grade changes at trees to be preserved prior to CDB. 2. Some data on the Tree Inventory plan is not legible. Insure legibility prior to CDB. 3. Show which trees are to be removed on the Tree Inventory prior to CDB. 4. Tree #754 is diseased and should be removed. Removing the island and extendin the top of bank in this area may help with increasing pond volumes. Revise prior to CDB. .5 . All of the trees are mitigation trees from when the project was first developed and must be preserved. Do not modify the pond bottoms by change the grades. Revise plans prior to CDB. 6. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Landscaping: I , All existing and proposed edges of pavement must be provided with upright concrete curbing for the protection of all landscape areas, except the ends of parking spaces abutting landscape areas where wheel stops may be installed (wheel stops not required where the front of parking spaces abut each other). 2. Sheet L1.2 (but applicable to other landscape sheets as well) - Proposed trees are being planted too close together, especially magnolias but also bald cypress, along the north and west sides of the property. Some of these trees are proposed to be planted seven feet center -to- center, which is too close. Space these trees farther apart and relocate some of the proposed trees to other areas that are open (such as the south side of the 5 -story ALF building). 3 . Sheets L1.2 - L1.10 - Plans show LI trees but the Landscape Table does not list this tree. Revise. 4. Landscape plans - Revise laurel oaks to live oaks. 5 . Sheet L1.5 - At the top of the sheet, in the landscape divider between parking rows pine trees are proposed. Due to issues with sap, recommend planting different trees within this area. This comment regarding pine trees would also apply to all other landscape areas on -site where pines are proposed within 20 feet of open parking spaces (different when carports cover the parking spaces). 6. Do not plant trees under existing tree canopy (see Sheet L1.3, ligustrum trees on the north side of Villa 3 east of existing drive from Union Street). Parks and Recreation: 1 . 10/11/06 - FLD2006 -06035 Recreation land and recreation facility fees are due on this project prior to issuance of building permit or final plat (if applicable), whichever occurs first. The site data *table needs to be corrected to reflect the existing number of residential units and the proposed total number of residential units. These numbers will be needed in order to compute P &R fees. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562 -4824 to calculate the assessment. Stormwater: Development Review Agenda - Thursday, November 2, 2006 - Page 29 Prior to CDB: 1)Per City Storm Drainage Design Criteria for sites over 10 acres the engineer is to modify the existing drainage system based on storm water modeling utilizing SCS modified unit hydrograph or a type of dynamic model. The storm water calculations submitted refer to ponds 10,20,30 and 35 but the site plan does not identify these locations. 2) Some of the existing retention ponds are being modified and their design high water level is being raised. Since these areas are close to the property line a cross section is to be provided to show that this can properly be done and still maintain a 4 to 1 side slope with a minimum of 5 foot top of bank width. 3) The existing ponds were designed without the benefit of 6 inches of freeboard. Any ponds that are being modified need to comply with this requirement. 4)The submitted site plan is not legible as to depicting existing and proposed storm pipe locations, pipe sizes and invert elevations. 5) Show the FEMA flood zone at south west comer of site and no proposed retention ponds can be placed in this area. 6) A thorough analysis is to be made of the existing retention ponds and stormwater control structures including underdrain drawdown features so as to verify that they are still functioning as designed. Reference should be made to the original design analysis submitted by ABZ in 1990. The City has all documentation on file and available for review. 7) Provide a plan showing areas of impervious created and areas of impervious being removed in chart form showing the total area of increased impervious. Prior to issuance of a building permit the applicant is to provide a copy of the approved SWFWMD permit. Solid Waste: No issues. Traffic Engineering: 1 , 1. A Traffic Impact Analysis (TIA) will be required for this project. Please call the Traffic Operations Division at (727)562 -4750 to set up a scoping meeting prior to conducting the TIA. The site is within 1/2 mile of a constrained roadway (McMullen Booth Road) which is operating at a LOS F. Planning: 2. Show on the plan a handicap accessible path from all buildings on site to sidewalks surrounding the development. 3. Indicate on the plan the turning radius proposed for the cul -de -sac located on the southwest corner of the property. 4. Simplex buildings 1, 2, 3, 4, 5, 7 and 8 shall be located a minimum of 8 feet from drive aisle to provide adequate sight distance for motorists backing from garages. 5. Provide an additional 2 disabled parking spaces in parking areas serving the 5 -story Regency North building. Note: the parking spaces may be relocated from the Regency South building. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, November 2, 2006 - Page 30 c 1 . 9/3/06 & 7/10/06 - WW Show /dimension structural overhangs (some are shown on the building plans; some are not; not dimensioned when shown). 2. 9/3/06 & 7/10/06 - WW Landscape plans need to delineate and dimension all required perimeter landscape buffers. 3. 9/3/06 & 7/10/06 - WW Plans need to show all required curbing and wheel stops. 4. 9/3/06 & 7/10/06 - WW Need to include the conditions of FLD2003 -03016 in the written material of this case (address if being altered with this proposal) (provided to you from the Development Order for that case below): Conditions of Approval: 1. That approval of this request be subject to the approval of the companion Case LUZ2003- 03002; 2. That the three parcel identification numbers for Tract A be recombined by the Pinellas County Property Appraiser under one parcel number with one owner or a Unity of Title document be recorded in the public records tying the three parcel identification numbers together as one parcel for Tract A by December 31, 2003; 3. That any future division of either Tract A or Tract B be subdivided in accordance with City subdivision regulations; 4. That the applicant submit site and building plans for staff review by December 31, 2003, for the purpose of obtaining building permits to relocate the maintenance building and shed existing in the northwest corner of Tract A outside of the 15 -foot wide utility easement and to meet the required side setback of 10 feet. The site plan shall include a continuous hedge or vines to be planted along the west property line adjacent to the office building for screening and buffering purposes. The continuous hedge or vines shall be planted in an amount and location acceptable to staff and allowed to grow to a six -foot height (within a three year time period); and 5. That any future freestanding signage be designed as a monument sign at a maximum height of six feet above grade and consistent with the materials and color as the principal building or the brick frontage wall. 5.. 9/3/06 - WW Carriage House 2 still not dimensioned as to length, width and height. 7/10/06 - WW None of the proposed buildings or building additions are dimensioned as to the length and width (except the maintenance building); only height is dimensioned (building plans or civil plans). 6. Sheet C1.1 - Revise from 435 to 485 units permitted in the Density Table. 7. If the site is a total of 39.61 acres, the upland and wetland acres do not add up to this number (they add up to 39.65 acres) in the Site Data Table on Sheet C1.1. Revise. 8 . Sheet C1.1 - Site Data Table indicates there is 671,643 sf of existing gross floor area (GFA). and that there is 205,266 sf of GFA being added, but then only gives a total GFA of 685,330 sf. Shouldn't this add up to 876,909 sf GFA? Advise /revise. This has an impact on parking calculations and any reduction being requested to be advertised. 9. Sheet C1.1 - Site Data Table states that 686 parking spaces are required (see also parking calculation at bottom of Table). However, if the proposed GFA is really 876,909 sf, then the required parking is 877 parking spaces. Advise /revise. Revise written material also as appropriate. 10. Sheet C3.1 - Unclear as to dimensions between buildings and the information you are trying to impart. If you are trying to show the minimum distance between, then it should be at the shortest point between the two buildings. Case in point is the 206' dimension between the nursing home addition and Sixplex 7 building, as the 206' dimension is not the shortest dimension between the buildings ( ?). 11 . Based on the floor plans for the Carriage Houses, there is a required egress stairwell going between the garages for the second floor residents. Outside the stairwell, there has to be a sidewalk leading to a public way. The site plan Sheet C3.1 is misleading as to these required egress sidewalks, as they are not shown and reduces (or eliminates) the small landscape island shown between these garage areas. Revise. Development Review Agenda - Thursday, November 2, 2006 - Page 31 12 . Sheet CH -A2 - A " tcight Side Elevation - Quad" is provided, but it is unclear what this elevation relates to, since there aren't any quads proposed (suggest to remove). Provide all four sides elevations for the Carriage House (only Front Elevation provided). 13. Sheet C3.1 - Sixplex 7 and 8 - Provide sidewalk connections from the side porches to the sidewalk on the north and to the parking/drive aisle between the buildings (similar to Sixplex 1 - 6). 14. Sheet C3.1 - Provide a dimension from the north property line to the closest point of the proposed parking area in the northwest corner west of the westernmost Villa 3. 15. Show on the architectural floor plans the locations of outdoor a/c unit locations (some may be shown but are not labeled; others not shown at all). 16. Sheet AL.2 - A new triangular courtyard is being created on the southeast side of the existing nursing center with the new addition. Based on Sheets AL.2, C3.1 and C4.1, the reconfigured pond still goes through this area. An open, covered porch outside of a living room on this courtyard provides access to this courtyard, but the pond and its top of bank encroaches approximately two- thirds of this covered porch. Due to the nature of the residents, how safe will this be for the residents in relation to the pond and ability for animal intrusion? Additionally, if a courtyard, no landscaping other than sod is planned (see Sheets L1.8 and L1.9). 17. Sheets C3.1 and C4.1 - Modify the size of the storage addition to the southwest comer of the Nostalgic Village building. 18. Sheets C3.1 and C4.1 - A wide sidewalk from the south side of the Proposed Storage/Maintenance Building to the drive aisle is indicated where there is a landscape island being counted as interior landscape on the south side of the existing carport, yet both Sheets L1.2 and M -1 show this landscape island as a continuation of the sidewalk (which makes sense). Revise to show sidewalk rather than landscape island. 19. Sheet C3.1 - Crosshatch as new building the two covered porches on the south side of the proposed New Town Hall building. 20. Sheets C3.1, C4.1 and L 1.3 - On the north side of the northern large 5 -story ALF building, there is a dropoff canopy. On the east side of the drive aisle for the dropoff canopy there is a crosswalk proposed from parking and the Villas along the north side of the property, but this crosswalk does not connect with any sidewalk to get to the front door. Show sidewalk connector on the west side of the dropoff canopy also. Revise to show sidewalks. 21 . The top of bank and toe of slope of the stormwater pond on the west side is being revised, but there does not appear to be any proposed change to the location of the outfall structure in the south ( ?). Revise. 22. Sheet C4.1 - There is an existing fire hydrant north of Sixplex 3 northwest of the nursing center. It is shown to remain, but does this make sense, as it previously was next to a drive aisle to the nursing center ( ?). Revise. Same comment is regarding an existing fire hydrant at the southwest corner of the southern leg of the northern 5 -story ALF building. Its location used to be appropriate, because there was a parking area there ( ?). Revise. 23 . Sheet C4.1 - There is existing storm pipe and an inlet southwest of the southern leg of the northern 5 -story ALF that appears to remain, yet the storm inlet will now be within the stormwater pond ( ?). Revise. 24. Sheet 1 of the application - There are two owners of the overall property - Sylvan Health Properties (05/29/16/00000 /210/0300) and Regency Oaks LLC (05/29/16/00000 /210/0000). Revise the application to indicate the two owners. Provide a signed Affidavit to Authorize Agent from Sylvan Health Properties. 25. Written attachment to the application - Revise the "Description of Request" to correct the square footage of buildings (indicated as 614,441 sf), which conflicts with other square footages shown on Sheet C1.1. 26. Response to Comprehensive Infill Redevelopment Project criteria #1: Change in the first sentence from "impractical with the deviations" to "impractical without the deviations ". Change the third sentence from "100 square feet" to "1000 square feet ". Development Review Agenda - Thursday, November 2, 2006 - Page 32 27 . Response to Comprehensive Infill Redevelopment Project criteria #5: Need to discuss which criteria are applicable to this proposal (not all are applicable, such as "f'). Need to discuss HOW this proposal is compatible with the surrounding uses. a. While an ALF is a permitted use in the District, attached dwellings (independent living units) are not listed at all in the Institutional District. However, the Institutional land use category lists residential as a secondary use. b & c. The addition of independent living units (attached dwellings) provides diversity of housing types based on physical, emotional and medical requirements in a retirement community lifestyle. The additions will expand the capacity of the facility, which will expand the number of jobs. Need to discuss the existing and proposed workforce (employees) numbers with this proposal. 28. Response to Comprehensive Infill Redevelopment Project criteria #6: Revise the opening statement before "a ". You are only asking for flexibility for the use and to reduce the parking requirements (not lot width, required setbacks or height). a. Independent living units (attached dwellings) are not a permitted use in the Institutional District, but is permitted as a secondary use in the Institutional land use category. b. There are no adopted design guidelines for this property. c. Need to address how the proposed buildings are consistent in design, height and character with the existing development and how the proposed buildings transition these intensities toward the edges of the property to adjacent uses. d. Need to address the criteria with HOW you meet it, specifically which design elements does the proposal meet. e. There is no Community Development Code requirement for 15 feet between buildings. Need to address required buffers. The six foot fence is located along which property lines? The wall is located along the street frontages only. Unclear how the further development of this property "adds additional privacy not only to this community, but surrounding parcels." Revise. 29. Parking Demand Study - a. Ensure the number of required parking spaces is accurately calculated based on proposed GFA (numbers on the site plan are different - see other review comments). b. Revise the second sentence /paragraph to indicate the basis for required parking is one space per 1000 square feet (not 100 square feet). c. Revise the third sentence /paragraph to indicate the division is by one space per 1000 square feet (not 100 square feet). d. Ensure the square footages in the table are accurate GFA (numbers on the site plan are different - see other review comments). e. The two ILF buildings listed first are noted on Sheet C1.1 as ALF buildings. Revise to ALF. How are these buildings licensed - as ALF? f. Paragraph after the table - While nursing home and alzheimer residents may not drive, they do have visitors and staff parking is included in the parking ratio. Restate assumptions differently. g. Is there any data from the owners as to number of cars on the premises by residents that can be correlated to the provided number of parking spaces. Has there been any problems with inadequate numbers of parking spaces? What is the current population and how many residents have cars on -site. How many residents rely on van/bus alternative mode of travel provided by the complex? Has the owners done any surveying of residents relative to need for cars? Why are the Carriage House dwellings only being provided with one space per unit? What assumptions have the owners made or what data do the owners have relative to the number of spaces provided for , the Carriage House units? Does the complex provide transportation to grocery stores and other shopping for the residents? h. Villas have been provided with two garage spaces per dwelling unit. Revise. i. Last sentence - Change "parking ratio of 2 units per dwelling" to "parking ratio of 1 space per 2 residents ". j. Need to provide better written justification for the reduction. Other: No Comments Notes: This project is insufficient to move forward to the CDB. Revise submission and resubmit to go back to DRC. Development Review Agenda - Thursday, November 2, 2006 - Page 33 Wells, Wayne From: Doherty, Steve Sent: Tuesday, October 17, 2006 10:36 AM To: Wells, Wayne Cc: Rice, Scott; Maran, Robert (Bob); Vo, Phuong; Patni, Himanshu; Elbo, Bennett Subject: Regency Oaks In our Engineering PreDRC meeting held yesterday for the DRC meeting of November 2, we reviewed FLD2006- 06035. We recommend that this item be deemed insufficient to address major concerns held by Stormwater, Environmental and Traffic Operations. Concerns include: * Traffic Impact Analysis will be required for this project due to proximate location of a constrained roadway (McMullen Booth Road). * Stormwater requires computer modeling of the proposed changes to the drainage on this site and that an analysis of the existing design features be made to confirm they are functioning as originally designed. The site plan is illegible as to the depiction of existing and proposed stormwater pipe locations, sizes and invert information. *Environmental is concerned with a major redesign of the westerly retention area and impact it may have on a wetland. Stephen L. Doherty Engineering Specialist I steve.doherty@myclearwater.com (727) 562 -4773 Icy Tidemerk'�A'dvan[Wayne WeIIs1;AI�P - WW] File Edit Options Window U4 Exit New open Task List USE GIS 0 q@ 4 °b % V;i ea eb 0 M ? %, ;,C] Q e Close Edit Project Group Add Clone Parcel Activity People Fees Valuation Condition: Case j Note: Tog. Document: GIS Case 1 1 1 t1.�:.tSEt71�.'J.S — 1 u j 1 J Name: RONALD RYBOLT Updated: 7/8/2006 MAL Atlas General Address: 2701 REGENCY OAKS BLVD Master#.FBC— P2-005 -071231 255A i. PRJ# BCP2005- 074238 Project: REGENCY OAKS 2701 General Description: 110IN N 405 (CHAVLESTON) AND N 407 (FRANKLIN) INTO 1 APARTMENT 1. DURING REMODEL Type of - — - - -- _ _ __ . _ . __ _— = Work Type of Permit: Inspector Comments: Plan Amendment Residential / Commerial: Commercial _ Existin Use: Proposed Use Units: Stories: Census: Bin Bn Fence Permit Dates ` — Date Received: 717/2006 RAN- Target Date: 8/7/2006 I Comments Sent Date: Zoning i Date Issued: �— Tree Date Finaled:l Date Expired: �- Directions - 19 r.: c; ViewiAdd Activities ;Start I J Z 0 0 I, ®Inbox - Microsoft Outlook I 111Tidemark Advantage [... Pinellas County Property ...l; ) 1:20 PM C± Tidemark Advantage [Wayne WeI1s, AICP WW] File Edit Options Window J Description: DIN 5303 (HAMILTON) 5305 (FRANKLIN) INTO 1 APARTMENT DURING EMODEL Type of Work Type of Permit: Inspector Comments: Plan Amendment Residential / Commerial: Commercial Existin Use: Proposed Use: Units: Stories: Census: Bin # — B -1 Fence Permit Dates Date Received: 7/6/2006 Target Date: 8/6C2006, _ Comments Sent Date: honing Date Issued: _ Tree Date Finaled: F— Date Expired: i-birections Ready Mart ( ,rte 11 ® Ii bex -Microsoft Outlook � Tidemark Advantage[... 'Howard S01 Maggio (MDR cjIt 10.11 AM Exit New Open Tack Lict QSE ds close Edit Project Group Add Clone Parcel Activity People Fee: Valuation Conditions Cace Nott:;� T4cj,, Document. GIs Case r r r r 1 1 1 T � �117J'J Name: RONALD RYBOLT Updated: 7/8/2006 MAL Atlas TI, General Address: 2751 REGENCY OAKS BLVD Master# 1113 CP2005- 141711' 255A PRJ# BCP2005- 10174B Project: REGENCY OAKS 2751 _ General2 J Description: DIN 5303 (HAMILTON) 5305 (FRANKLIN) INTO 1 APARTMENT DURING EMODEL Type of Work Type of Permit: Inspector Comments: Plan Amendment Residential / Commerial: Commercial Existin Use: Proposed Use: Units: Stories: Census: Bin # — B -1 Fence Permit Dates Date Received: 7/6/2006 Target Date: 8/6C2006, _ Comments Sent Date: honing Date Issued: _ Tree Date Finaled: F— Date Expired: i-birections Ready Mart ( ,rte 11 ® Ii bex -Microsoft Outlook � Tidemark Advantage[... 'Howard S01 Maggio (MDR cjIt 10.11 AM D?ivision of Corporations Foreign Limited Liability REGENCY OAKS, LLC PRINCIPAL ADDRESS 2751 REGENCY OAKS BLVD. CLEARWATER FL 33759 Changed 04/30/2004 MAILING ADDRESS 2701 N ROCKY POINT DR SUITE 1160 TAMPA FL 33607 Changed 05/23/2005 Document Number FEI Number M02000002368 113650793 State Status DE ACTIVE Total Contribution 0.00 Registered Agent Name & Address CT CORPORATION 1200 S PINE ISLNAD RD PLANTATION FL 33324 Name Changed: 05/23/2005 Address Chaneed:05 /23/2005 Manager /Member Detail Date Filed 09/09/2002 Effective Date NONE Page 1 of 2 http: / /www. sunbiz.org /scripts /cordet.exe ?a 1= DETFIL &n 1= MO2000002368 &n2= NAMFW... 7/5/2006 Name & Address Title CS A SENIOR HOUSING INVESTMENTS, LLC 630 FIFTH AVENUE, 29TH FLOOR MGR NEW YORK NY 10111 Page 1 of 2 http: / /www. sunbiz.org /scripts /cordet.exe ?a 1= DETFIL &n 1= MO2000002368 &n2= NAMFW... 7/5/2006 D vision of Corporations Annual Reports Report Year Filed Date 2004 04/30/2004 2005 05/23/2005 2006 04/29/2006 -4-AA No Events No Name History Information Document Images Listed below are the images available for this filing. Page 2 of 2 THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http: / /www. sunbiz. org/scripts /cordet.exe ?a 1= DETFIL &n 1= M020000023 68 &n2= NAMFW... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 2 of 5 05 / 29 / 10 / 00000 / 210 / 0300 05 -Jul -2006 Jim Smith, CFA Pinellas County Property Appraiser 16:48:48 Ownership Information Non - Residential Property Address, Use, and Sales SYLVAN HEALTH PROPERTIES OBK: 12517 OPG: 1941 ATTN: S H P HEALTHCARE SUC LLC 2701 N ROCKY POINT DR # 1160 TAMPA FL 33607 EVAC: Non -EUAC Comparable sales value as Prop Addr: 2770 REGENCY OAKS of Jan 1, 2005, based on Census Tract: .00 sales from 2003 - 2004: 0 Sale Date OR Book /Page Price (Qual /UnQ) Vac /Imp Plat Information 2 /2,003 12,517/1,941 430,000 (U) I 0000: Book Pgs - 0 /0 01 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { } 2005 Value EXEMPTIONS Just /Market: 3,775,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 3,775,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 3,775,000 Agricultural: 0 2005 Tax Information District: CW Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 87,720.43 1) 0 x 0 8,500. 00 60. 00 T Special Tax .00 2) 0 x 0 8,500.00 26.00 T 3) 0 x 0 .00 .00 Without the Save -Our -Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be 5) 0 x 0 .00 .00 87, 720.43 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 87, 720.43 Short Legal PT OF HE 1/4 OF HW 1/4 DESC FROM SE CDR OF HE 1/4 Description OF NW 1/4 TH W 1015.8FT TO POB TH W 328.25FT TH NOiDE Building Information http:// pao.co.pinellas.fl.uslhtbinlcgi- click ?plus =l &r= 0.32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 3 of 5 0 / 29 / 10 / 00000 / 210 / 0300 :01 05 -Jul -2006 Jim Smith, CFA Pinellas County Property Appraiser 16:48:48 Commercial Card 01 of i Improvement Type: Nursing Home Property Address: 2770 REGENCY OAKS Prop Use: 337 Land Use: 78 Structural E1cm�E;nts Foundation Spread /Mono Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame Concrete Reinforced Roof Frame Wood Frame /Truss Roof Cover Composition Shingle Cabinet & Mill Above Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 0 Bath Tile Floor + Half Wall Electric Above Average Shape Factor Rectangle Quality Above Average Year Built 1,991 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 15 Sub Arras Commcrcl.al Extra Fcatures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 37,721 7) .00 0 2) Carport . 30 1.023 8) .00 0 3) Open Porch .30 413 9) .00 0 4) Screen Porch .40 180 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commcrcl.al Extra Fcatures Description Dimensions Price Units Value RCD Year 1) FIRESPRINK 37721 1.75 37,721 66,010 50,170 1,991 2) ASPHALT 20800 1.75 20,800 36,400 36,400 999 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 86,570 Map With Property Address (non- vacant) 0000i�r�i http:// pao.co.pinellas.fl.uslhtbinlcgi- click ?plus =l &r= 0.32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 4 of 5 1/8 Mile Aerial Photograph (2002) http:// pao.co.pinellas.fl.uslhtbinlcgi- click ?plus =l &r= 0.32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =... 7/5/2006 Pinellas County Property App4er Information: 05 29 16 00000 210 04 Page 5 of 5 Pinellas County Property Appraiser Parcel Information http: / /pao.co.pinellas.tl.us /htbin/cgi- click ?plus =l &r= 0.32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 2 of 8 a 05 / 29 / 10 / 00000 / 210 / 0000 05 -Jul -2006 Jim Smith, CFA Pinellas County Property Appraiser 16:47:46 Ownership Information Non - Residential Property Address, Use, and Sales REGENCY OAKS LLC OBK: 12517 OPG: 2018 2751 REGENCY OAKS BLVD CLEARWATER FL 33759 -1524 EVAC: Non -EUAC Comparable sales value as Prop Addr: 2720 REGENCY OAKS BLVD of Jan 1, 2005, based on Census Tract: 268.13 sales from 2003 - 2004: 0 Sale Date OR Book /Page Price (Qual /UnQ) Vac /Imp Plat Information 2 /2,003 12,517/2,018 26,884,800 (M) I 0000: Book Pgs - 12/1,998 10,363/1,465 4,200,000 (U) I 0000: Book Pgs - 9 /1,994 8,794/2,215 2,453,900 (M) I 0000: Book Pgs - 0 /0 0/ 0 0 { ) 2005 Value EXEMPTIONS Just /Market: 32,925,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 32,925,600 Institutional Exem: YES Tax Exempt %: .000 Historic Exem: 0 Taxable: 24,625,600 Agricultural: 0 2005 Tax Information District: CW Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 572,229.99 1) 0 x 0 81500. 00 396. 00 T Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save -Our -Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be 5) 0 x 0 .00 .00 572, 229.99 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 765, 098.75 Short Legal NE 1/4 OF NW 1/4 LESS N 30 FT OF E 703.62FT & LESS E Description 33FT FOR RD'S & LESS M &B PARCEL 21/03 PER O.R. Building Information http:// pao. co.pinellas.fl.us/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s =4 &... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 1 Property and Land Use Code descriptions • Building I • Building _2 • Building 3 • Building 4 Building #1 Page 3 of 8 05 / 29 / 10 / 00000 / 210 / 0000 :01 05- Jul -2006 Jim Smith, CFA Pinellas County Property Appraiser 16:47:45 Commercial Card 01 of 4 Improvement Type: Offices Property Address: 2720 REGENCY OAKS BLVD Prop Use: 356 Land Use: 74 Structural Elcmcnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Brick Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Above Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 6 Bath Tile Floor Only Area Electric Above Average Description Factor Shape Factor Rectangle 1) Quality Above Average 1.00 Year Built 1,991 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arras Co►mmcrcial Extra Fcatures Description Factor Area 1) Description Factor Area 1) Base Area 1.00 3,759 7) .00 0 2) Screen Porch .40 270 8) .00 0 3) Open Porch .30 I'm 9) .00 0 4) RECORD .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Co►mmcrcial Extra Fcatures Units Description Dimensions Price 1) ASPHALT 56000 1.75 2) FIRESPRINK 3759SF 1.75 3) CARPORT 20X880 13.50 4) SPA /JAC /HT 7X7 7,500.00 5) SHUFBDCT 6,250 11250.00 6) SHED 12X14 12.00 Units Value RCD Year 56,000 98,000 98,000 999 3,759 6,580 5,000 11991 17,600 237,600 180,580 11991 1 7,500 4,880 1,993 5 6,250 6,250 999 288 3,460 3,360 2,004 TOTAL RECORD VALUE: 298,070 http:// pao. co.pinellas.fl.us/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 4 of 8 .1 Building #2 05 / 29 / 10 / 00000 / 210 / 0000 :02 05 -Jul -2006 Jim Smith, CFA Pinellas County Property Appraiser 16:47:50 Commercial Card 02 of 4 Improvement Type: Retail Store Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1oBmo--nts Foundation Spread /Mono Footing Floor System Slab on Grade Exterior gall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Corrugated Metal Cabinet & Mill Above Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 15 Bath Tile Floor Only Area Electric Above Average Description Factor Shape Factor 1) Quality Above Average i. 00 Year Built 1,991 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE,as C omm c r c 1.a1 E xt r a F c at ur c s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 11,079 7) . 00 0 2) Open Porch .30 3,958 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C omm c r c 1.a1 E xt r a F c at ur c s Description Dimensions Price Units Value RCD Year 1) FIRESPRINK 11079 1.75 11,079 19,390 14,740 1,991 2) FIREPLACE LARGE 5,000.00 1 5,000 3,800 1,991 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 18,540 Building #3 http:// pao. co.pinellas.fl.us/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =l &s =4 &... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 5 of 8 05 I 29 / 16 / 00000 / 210 / 0000 :03 05 -Jul -2006 Jim Smith, CFA Pinellas County Property Appraiser 16:47:50 Commercial Card 03 of 4 Improvement Type: ALF ( 4 Stories Property Address: 2720 REGENCY OAKS BLVD Prop Use: 356 Land Use: 74 Structural E1emonts Foundation Special Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame Masonry Pillar &Steel Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 911 Bath Tile Floor + Half Wall Electric Average Area Shape Factor Rectangle 1.00 Quality Average 7) Year Built 11991 Effective Age i0 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Description Factor Area Price Description Factor Area 1) Base Area 1.00 282,772 7) .00 0 2) Screen Porch .40 29,535 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE3rc1a1 Extra Featur s Building #4 Units Description Dimensions Price 1) FIRESPRINK 282772 1.75 2) POOL COMM 75,000.00 3) ELEU PASS 2500LB 30,000.00 4) ELEU PASS 4000LB 40, 0100. 00 5) ELEU STOP 2500LB 3,500.00 6) ELEU STOP 4000LB 3,500.00 Building #4 Units Value RCD Year 282,772 494,850 405,780 1,994 1 75,000 51,000 1,994 4 120,000 81,600 1,994 1 40,000 27,200 1,994 5 17,500 12,430 1,995 16 56,000 39,760 1,995 TOTAL RECORD VALUE: 617,770 http: // Pao. co.pinellas.fl.uslhtbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 6 of 8 05 / 29 / 10 / 40000 / 210 / 0000 :04 05 -Jul -2006 Jim Smith, CFA Pinellas County Property Appraiser 16:47:55 Commercial Card 04 of 4 Improvement Type: ALF C 4 Stories Property Address: 2701 REGENCY OAKS BLVD Prop Use: 356 Land Use: 74 Structural E1�ments Foundation Special Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame Masonry Pillar &Steel Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 969 Bath Tile Floor t Half Wall Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 11995 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aroas CommE3rcial Extra FoaTuros Description Factor Area Units Description Factor Area 1) Base Area 1.00 290,332 7) .00 0 2) Screen Porch .40 22,872 8) .00 0 3) Open Porch .30 16,248 9) .00 0 4) 17,500 .00 0 10) .00 0 5) 3 .00 0 11) .00 0 6) 40,000.00 .00 0 12) .00 0 CommE3rcial Extra FoaTuros Map With Property Address (non- vacant) 1:101911131 http:// pao. co.pinellas.fl.uslhtbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 7/5/2006 Description Dimensions Price Units Value RCD Year 1) FIRESPRINK 290332 1.75 290,332 508,080 426,790 1,995 2) CARPORT 12400 13.50 12,400 167,400 140,620 1,995 3) ASPHALT 10000 1.75 10,000 17,500 17,500 999 4) ELEU PASS 2500LB 30,000.00 3 90,000 63,900 1,995 5) ELEU PASS 400OLO 40,000.00 1 40,000 28,400 1,995 6) ELEU STOP 2500LB 3,500.00 15 52,500 37,280 1,995 TOTAL RECORD VALUE: 714,490 Map With Property Address (non- vacant) 1:101911131 http:// pao. co.pinellas.fl.uslhtbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 7/5/2006 Pinellas County Property Appraiser Information: 05 29 16 00000 210 0000 Page 7 of 8 1/8 Mile Aerial Photograph (2002) 0 0 0 m http:// pao. co.pinellas.fl.uslhtbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 7/5/2006 Pinellas County Property App er Information: 05 29 16 00000 210 0� Page 8 of 8 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http:// pao. co.pinellas.fl.us/htbin/cgi -scr3 ?plus =l &i- 0 %2E32 &o=1 &a =1 &b =1 &c =1 &s =4 &... 7/5/2006 a - Biological Research Associates Founded 1974 22 November 2006 i Mr. Scott Rice Land Development Engineering Manager ; . r''' =` 72n! I City of Clearwater PO Box 4748 Clearwater, FL 34618 " RE: Case Number FLD2006- 06035, 2720 Regency Oaks Blvd. (39.61 acres) Dear Mr. Rice: This letter is in regard to the above project and the comments received by Biological Research Associates (BRA) on 8 November 2006. According to the minutes of the Development Review Agenda of November 2, 2006, the City of Clearwater (City) disagrees with the location of jurisdictional wetlands on the project site. More specifically, the City had determined that the permitted existing stormwater ponds were wetlands. This assertion is incorrect and the status of the stormwater pond is not "jurisdictional wetland." The comment from page 28 of the Development Review Agenda, Environmental section 1. 1, is as follows: 1. Submit site plan indicating wetland delineation lines and a defined wetland buffer zone for the west pond — Cypress swamp area (Community Development Code Section 3 -097) It was stated in our previous phone conversation that the area referred to as "Cypress swamp area" was that of the western stormwater pond. There exist two jurisdictional wetland areas onsite totaling 0.83 acre. These two areas are located on the site plan on the western and southwestern project boundaries. The jurisdictional areas are and have been memorialized in these locations due to the issuance of MSSW permit 402707.00. The issuance of this Southwest Florida Water Management District (SWFWMD) permit is proof that the wetland line is as shown, regardless of the age of the original permit, and that the stormwater ponds are separate and not jurisdictional wetlands. Please redirect all questions on the validity of the SWFWMD wetland line directly to Mr. Alberto Martinez, Environmental Manager, Tampa Regulation Department, Tampa Regulation Section (REG -TPA), (813- 985 -7481) ext. 2007 (Tampa) who has conveyed this information to us. Furthermore, the jurisdiction of actual wetlands within the City of Clearwater appears to fall with the State of Florida (SWFWMD) under the Community Development Code (CDC, Section 3- 097.A, as shown below). 1. A vegetative buffer shall be provided on all lands within 25 feet of any property designated on the Zoning Atlas as Preservation (P), or any property determined to be wetlands under the jurisdiction of the State of Florida (`jurisdictional wetlands'); and all lands within 15 feet of the top of bank of any creeks, channels, or related waterways which contain jurisdictional wetlands. This requirement shall not apply to existing seawalls or other structures creating TgllW6 \0001 \bpi \cfb'araaot&e.doc• Tallahassee • Destin • Port St. Joe • Vero Beach 3910 U.S. Hwy. 301 N. • Suite 180 • Tampa, Florida 33619 • (813) 664 -4500 • (813) 664 -0440 Fax www.biologicalresearch.com �Mr. Scott Rice City of Clearwater 22 November 2006 Page 2 an abrupt transition between any such property and the adjoining upland property. "Top of bank" is that point on the slope at which the side slope becomes flatter than one foot vertical to four feet horizontal. Therefore, the existing stormwater ponds onsite are not to be considered wetlands and are not subject to vegetative buffers or SWFWMD impact wetland permitting criteria. Please note that the applicant is aware that any reconfiguration of the stormwater pond will require modification of the existing SWFWMD permit. The applicant is aware and will comply with any SWFWMD requirements levied during the course of that permit modification review process. Please also note that the SWFWMD will not allow any jurisdictional wetland impact to occur if not specifically allowed under rule 40D which includes appropriate habitat compensation. There is one area in the southwest corner of the proposed project where a buffer encroachment is proposed to within 6 feet of the wetland. This area of encroachment is necessary for the placement of "Sixplex 1" and is justified due to the fact that no other alignment of the building is possible. The drive aisle widths and radii combined with the financial and institutional necessity of the this space and function justify the existence and placement of this building. The existing vegetative buffer is of poor quality in this area and contains mostly ruderal species which do not serve water quality or significant wildlife habitat purposes. The applicant has, at great cost, proposed a retaining wall in this area to reduce the encroachment to the greatest degree possible. The applicant is open to discussion of compensation for this buffer impact if the City or SWFWMD requires such action in order for site plan approval. According to the Land Resources Section (5) of the minutes of the Development Review Agenda of November 2, 2006: 5. All of the trees are mitigation trees from when the project was first developed and must be preserved. Do not modify the pond bottoms by change(ing) the grades. Revise plans prior to CDB. The City refers to the trees in the stormwater ponds as "mitigation trees from when the project was first A eveloped "; however, there is no evidence in any SWFWMD permit file that the State of Florida required the plantings for any sort of compensation. No impact to the trees will be directly realized by the reconfiguration of the western stormwater pond. After a large storm event, the pond bottoms are designed to be dry within 24 hours per stormwater engineering requirements and this will ensure that there will be no adverse affect on the existing trees. The trees in the western pond will not endure any additional periods of inundation which would cause reduced viability nor will they be affected by adjacent construction. Additional control structures proposed in the southeastern pond will actually equalize the amount of water realized by the cypress trees throughout and will not cause adverse hydrologic harm to them. The same "bleed down" time requirements will be in effect on the southeastern pond and therefore no additional inundation time is anticipated. Cypress trees will be affected by the 23 bed addition to the 1 story masonry nursing center. The applicant would be happy to meet onsite and discuss this loss and potential restorative measures. _ G:\ 09276 \0001 \bpI ctl_Itr_scott_rice.doc I; _ 'Mr. Scott Rice City of Clearwater 22 November 2006 Page 3 The SWFWMD does not require additional site visits to certify the wetland line. As stated above, the submitted wetland line is valid at this time. The City may request a site visit to discuss any buffer encroachment issues on the southwestern jurisdictional wetland by building "Sixplex 1" or tree replacement issues related to the southeastern pond. Please coordinate directly with Chris Leek to schedule a site visit with engineering and environmental professionals from our team. Thank you for your time, and please feel free to contact me with any questions or comments on the above explanations. Sincerely, BI LO . ICAL RESEARCH ASSOCIATES 1 Chris Leek Ecologist CTL/kms /ckd William B. rey, P.W.S. Senior Vic resident/Senior Ecologist G: \09276 \0001 \bp1 \o1 hr_scott_rice.doc i 20r1 . I Robert Pergoliza', W, P AICP #9023 TRAFFIC IMPACT ANALYSIS FOR REGENCY OAKS EXPANSION CLEARWATER, FLORIDA PREPARED FOR: REGENCY OAKS, LLC /a PREPARED BY: GULF COAST CONSULTING, INC. JANUARY 2007 PROJECT # 07 -002 AN 16 tow I. INTRODUCTION Regency Oaks currently contains an independent living facility, nursing center and assisted living facility on 32.82 acres located on the southwest corner of Soule Road/Union Street in Clearwater. The applicant is proposing to develop a 23 bed assisted living facility and 70 senior apartments. (See Figure 1) The expansion of development on the property is the subject of a Comprehensive Infill application and this application requires an assessment of the traffic impacts. Prior to completing this analysis a methodology was established with City of Clearwater Traffic Engineering staff. II. EXISTING TRAFFIC CONDITIONS To establish existing conditions intersection turning movement counts were obtained at the following intersections during the PM peak hours (4 -6 PM). McMullen Booth Road / Union Street (signal) Sunset Point Road / Soule Road (stop) Union Street / Soule Road (4 -way stop) Soule Road / Site Driveway (stop) Union Street / Site Driveway (stop) In addition, intersection geometries, traffic .control, and signal timings were obtained in the field. All traffic counts were converted to peak season equivalents using FDOT seasonal adjustment factors. According to the weekday PM peak hour traffic counts Union Street carries 381 vehicles, Soule Road carries 350 vehicles and, Sunset Point Road carries 1,325 vehicles and McMullen Booth Road carries 5,791 vehicles: Existing traffic volumes are shown in Figure 2.. Existing intersection conditions were analyzed using the HCS software. The HCS printouts are included in Appendix A and the intersection conditions are shown below in Table 1: TABLE 1 EXISTING INTERSECTION CONDITIONS (2006) a , E ` I� 9 ofi ® �,�*Tdot11''�£''m.r��5i�j�a�v�id �'`��jl F�bf�( u5� �V B r��' S P i 7 ��i �� 1 �® Note: A/B = major street left turn/minor street approach LOS Delay is average delay measured in seconds per vehicle All intersections operate at an acceptable level of service overall. Due to signal timings that heavily favor McMullen Booth Road, side street delay on Union Street / Cedar Street often exceeds 80 seconds during the weekday PM peak hour. 1 Y { Sunset Point Road is a four -lane divided arterial roadway with a posted speed of 40 MPH and a left turn lane at the Soule Road intersection. Union Street is a two lane collector road posted at 35 MPH with turn lanes at the McMullen Booth Road signalized intersection. Soule Road is a two -lane collector roadway with a 30 MPH posted speed and is stop controlled at Sunset Point Road and Union Street. A southbound left turn lane exists at the intersection with Sunset Point Road. Based on the adjusted traffic volumes roadway conditions were analyzed for the roadway segments in the vicinity of the site. The existing conditions are shown below in Table 2: TABLE 2 EXISTING ROADWAY CONDITIONS (2006) Union St. West of Soule Rd. 9i 381 � C Union St. Soule — McMullen Booth) 328 C Sunset Point W. of Soule Rd.) 1,325 C Soule Rd. Sunset Point Drive A. 350 C Soule Rd. (Drive A — Unionj St. ) 318 C III. BACKGROUND TRAFFIC CONDITIONS To establish background traffic conditions in the build -out year 2008, existing traffic counts were adjusted by an annual growth rate of 1% as per the approved methodology. The intersections and roadways were analyzed, the background traffic volumes are shown in Figure 3, and the HCS printouts are included in Appendix B. Expected intersection conditions are shown in Table 3 and roadway conditions are shown in Table 4. TABLE 3 BACKGROUND INTERSECTION CONDITIONS (2008) Note: A/B = major street left turn/minor street approach LOS Delay is average delay measured in seconds per vehicle 2 �i• 1 I Sunset Point 6 Union St./ Soule Rd. / • Soule Road Drive ♦ ♦ ♦ • Union Street / Drive B ♦ 1 Note: A/B = major street left turn/minor street approach LOS Delay is average delay measured in seconds per vehicle 2 a ti 0 0 N O ti ti 1� H 01 3 r n E O a u i m c .3 0 0 0 0 c 0 c 0. m O vui c v� � u �O z. v n. � c TABLE 4 BACKGROUND ROADWAY CONDITIONS (2008) Union St. West of Soule Rd.) 388 C Union St. (Soule — McMullen Booth ) 334 C Sunset Point W. of Soule Rd.) 1,351 C Soule Rd. Sunset Point Drive A) 356 C Soule Rd. (Drive A — Union St. ) 325 C - IV. FUTURE TRAFFIC CONDITIONS The proposed expansion is expected to generate a minimal amount of traffic on weekday evenings. Expected trip generation for the proposed additional development was calculated according to ITE Trip Generation, 7th Edition, average rates: The expected traffic generation is shown below in Table 5: TABLE 5 TRIP GENERATION ESTIMATES The vehicular access will be taken from the existing driveways. The expected distribution was based on the existing traffic pattern and is as follows: 40% east on Union Street to McMullen Booth Road (6 PM trips) 60% south on Soule Road (7 PM trips) The overall impact to McMullen Booth Road is less than 1% of the roadway capacity, which is insignificant. The intersections and site driveway were reanalyzed using the HCS software. Future traffic volumes are shown in Figure 4 and the HCS printouts are included in Appendix C. Future peak hour intersection conditions are shown below in Table 6: 91 7 TABLE 6 FUTURE INTERSECTION CONDITIONS WITH PROJECT TM6'ff %.mm,��r4 �J''� McMullen Booth Union St. Sunset Soule Point 1 I Union St. / Soule Id. / • 1 1 Union St./ Drive B • 1 Note: A/B = major street left turn/minor street approach LOS, Delay is average delay measured in seconds per vehicle As shown above, all affected intersections would continue to operate at acceptable levels of service. The affected roadway segments were reanalyzed and the expected future conditions are shown below in Table 7: TABLE 7 FUTURE ROADWAY CONDITIONS WITH PROJECT As shown the affected roadway segments would continue to operate at acceptable levels of service. IV. CONCLUSION This analysis was conducted to evaluate the traffic impacts to the neighborhood and on adjacent roadways. This analysis demonstrates the impact of the project will be minimal. The intersections dnd roadway are sufficient to accommodate PM peak hour additional traffic associated with the expansion. M Adams Traffic (813) 763 -7763 City /County: Clearwater /Pinellas Weather: Clear i Turning Movement Count File Name : mcmullenbooth&union Site Code :00006205 Start Date : 6/21/2006 Page No :1 r-'rni inc PrinfPri- Paccannar VPhirIPC - HPaw VPhirlPS - I I Tums 05:00 PM MCMULLEN BOOTH ROAD 480 12 CEDAR STREET 506 MCMULLEN BOOTH ROAD 7 11 UNION STREET 05:15 PM 7 545 11 Southbound 565 8 Westbound 3 1 Northbound 2 470 11 Eastbound 484 4 3 Start Time Left I Thru I Right I RTOR I App. Total Left Thru I Right I RTOR App. Total Left Thm Ri ht I RTOR I App. To Left Thru I Right I RTOR App. Total Int. Total 04:00 PM 8 484 19 4 515 9 2 3 1 15 16 665 5 1 687 15 1 2 11 29 1246 04:15 PM 9 401 15 1 426 7 3 2 3 15 15 624 11 0 650 11 2 2 14 29 1120 04:30 PM 8 438 15 2 463 .8 5 6 4 23 23 639 8 1 671 14 3 1 15 33 1190 04 :45 PM 6 476 21 1 504 4 4 1 2 11 18 767 9 0 794 13 3 6 17 39 1348 Total 31 1799 ' 70 8 1908 28 14 12 10 64 72 2695 33 2 2802 53 9 11 57 130 4904 05:00 PM 8 480 12 6 506 7 7 11 10 05:15 PM 7 545 11 2 565 8 4 3 1 05:30 PM 2 470 11 1 484 4 3 3 1 05:45 PM 3 517 6 0 526 5 2 0 3 Total 20 2012 40 9 2081 24 16 17 15 Grand Total 51 3811 110 17 3989 52 30 29 25 Apprch % 1.3 95.5 2.8 0.4 38.2 22.1 21.3 18.4 Total % ' 0.5 36.1 1.0 0.2 37.8 0.5 0.3 0.3 0.2 35 18 771 13 0 802 25 4 7 21 16 33 834 8 0 875 16 3 3 13 11 28 801 6 1 836 11 4 2 6 10 23 823 6 1 853 14 2 2 10 72 102 3229 33 2 3366 66 13 14 50 1361 174 5924 66 4 61681 119 22 25 107 35 2.8 96.0 1.1 0.1 43.6 8.1 9.2 39.2 1.3 1.6 56.1 0.6 0.0 58.4 1.1 0.2 0.2 1.0 57 1400 35 1491 23 1354 28 1417 1431 5662 2731 10566 2.6 Peak Hour 1-rom U4:UU PM to UbAb PM - Peak 1 of 1 MCMULLEN BOOTH RO!:= Southbound CEDAR STREET Westbound MCMULLEN BOOTH R= Northbound UNION STREET Eastbound Start Time Left I Thru I Right I RTOR A .Total Left I Thru I Right I RTOR I App. Total I Left I Thru I Right Rightl RTORIApp.Totall Left I Thru I Right I RTOR I App. Total Peak Hour 1-rom U4:UU PM to UbAb PM - Peak 1 of 1 Intersection Volume 05:00 PM 20 2012 4 2081 24 16 C 77 72 102 3229 3366 66 13 4 5 143 I Percent 1.0 96.7 1.9 0.4 33.3 22.2 23.6 20.8 3.0 95.9 1.0 0.1 46.2 9.1 9.8 35.0 05:15 Volume 7 545 11 2 565 8 4 3 1 16 33 834 8 0 875 16 3 3 13 35 Peak Factor High Int 05:15 PM 05:00 PM 05:15 PM 05:00 PM Volume 7. 545 11 2 565 7 7 11 10 35 33 834 8 0 875 25 4 7 21 57 Peak Factor 0.921 0.514 0.962 0.627 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM 04:30 PM 05:00 PM 04:30 PM Volume 20 2012 40 9 2081 27 20 21 17 85 102 3229 33 2 3366 68 13 17 66 164 Percent 1.0 96.7 1.9 0.4 31.8 23.5 24.7 20.0 3.0 95.9 1.0 0.1 41.5 7.9 10.4 40.2 High Int. 05:15 PM 05:00 PM 05:15 PM 05:00 PM Volume 7 545 11 2 565 7 7 11 10 35 33 834 8 0 875 25 4 7 21 57 Peak Factor 0.921 0.607 0.962 0.719 Zl3Z icy 3� 3�2'? Int. Total 5662 1491 0.949 :Adams Traffic (813) 763 -7763 City /County: ClearwaterlPinellas Weather: Clear r urn ing.iviovement l ount File Name : union &soule Site Code :00006205 Start Date : 6/21/2006 M a - - -- Page No :1 05:00 PM 05 :15 PM 6 18 3 9 SOULE ROAD 27 _. _ •.. .... ..... ........ y„, . �. u.co UNION STREET - cavy v ci uuica - v- UI115 SOULE ROAD 42 6 UNION STREET 5 18 Start Time Left Southbound Thru Ri ht 76 163 Westbound 3 3 4 3 Northbound 9 34 Eastbound 47 7 04 :00 PM 1 6 3 A .Total Left I Thru Right I A .Total Left Thru Ri ht I App. Total Left Thru Right I A . Total Int. Total 04:15 PM 3 3 4 10 10 12 7 23 3 23 38 0 11 6 17 2 24 9 35 100 04 :30 PM 2 20 2 24 5 3 30 2 33 37 4 6 26 7 37 2 14 10 26 106 04:45 PM 2 46 2 50 13 22 5 40 4 8 5 1 19 1 26 23 50 130 Total 8 75 11 94 37 98 13 148 14 5 46 23 10 2 26 13 41 141 153 11 181 161 353 954 Total % 2.3 11.6 2.5 83 7 90 55 1521 477 05:00 PM 05 :15 PM 6 18 3 9 3 27 12 27 3 42 6 7 5 18 2 36 38 76 163 05:30 PM 3 3 4 3 16 9 9 34 4 47 7 5 9 21 0 19 28 47 131 05:45 PM 2 6 3 11 5 4 23 19 3 0 31 3 6 6 15 0 19 21 40 95 Total 14 36 13 63 30 103 10 23 143 5 21 7 25 4 24 16 2 17 19 38 88 70 4 91 106 201 477 Grand Total Apprch % 22 111 14.0 70.7 24 15.3 157 67 201 23 291 35 71 47 153 11 181 161 353 954 Total % 2.3 11.6 2.5 16.5 23.0 7.0 69.1 21.1 7.9 2.4 30.5 22.9 3.7 46.4 30.7 3.1 51.3 45.6 7.4 4.9 16.0 1.2 19.0 16.9 37.0 SOULE ROAD UNION STREET SOULE ROAD UNION STREET Start Time Southbound Left Thru I Right I App. Total Left Westbound Northbound Eastbound Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Thru I Right App. Total Left Thru Right App. Total Left Thru Ri ht At pp. Total In Total Intersection 04:30 PM Volume Percent 13 93 11.1 79.5 11 9.4 117 39 23.5 113 14 166 23 21 24 68 5 107 102 214 565 05:00 Volume 6 18 3 27 68.1 8.4 33.8 30.9 35.3 2.3 50.0 47.7 Peak Factor 12 27 3 42 6 7 5 18 2 36 38 76 163 High Int 04 :45 PM 05:15 PM 05:15 PM 867 Volume 2 46 2 50 9 34 4 47 7 5 9 21 05:00 PM 2 36 38 Peak Factor 0.585 0.883 0.810 76 0.704 Peak Hour From 04 :00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:30 PM 04 :30 PM 04:15 PM 04:30 PM Volume Percent 13 93 11.1 79.5 11 9.4 .117 39 113 14 166 20 42 22 84 5 107 102 214 High Int 04:45 PM 23.5 05 :15 PM 68.1 8.4 23.8 50.0 26.2 2.3' 50.0 47.7 Volume. 2 46 2 50 9 34 4 47 04:15 PM 4 26 7 05 :00 PM Peak Factor 0.585 0.883 37 2 36 38 76 0.568 0.704 113 ------ Z4- ZZ �5 Adams Traffic (813) 763 -7763 City /County: Clearwater /Pinellas Weather: Clear Turning Movement Count --------- Lj . File Name : sunsetpoint &soule Site Code : 00006205 Start Date : 6/21/2006 Page No : 1 05:00 PM 11 SOULE ROAD Southbound 62 73 SUNSET POINT ROAD Westbound 0 125 SUNSET POINT ROAD Eastbound 130 Intersection 04:30 PM Start Time Left Thru Right A . Total Left Th., I Ri ht A .Total Left Thru Right App. Total Int. Total 04:00 PM 8 0 29 37 0 148 7 155 17 115 0 132 324 04:15 PM 8 0 24 32 0 108 10 118 39 110 0 149 299 04:30 PM 12 0 41 53 0 124 6 130 15 122 0 137 320 04:45 PM 6 0 68 74 0 113 3 116 15 95 0 110 300 Tntal 34 0 162 196 0 493 26 519 86 442 0 528 1243 05:00 PM 11 0 62 73 Left Thru Right App. Total 0 125 5 130 Intersection 04:30 PM 15 130 0 145 348 05:15 PM 9 0 41 50 0 0 161 4 165 18 17 106 0 123 Percent 15.2 338 05:30 PM 2 0 28 30 0 110 3 113 0 10 127 0 137 5 280 05:45 PM 7 0 26 33 0 116 10 126 14 124 0 138 297 Total 29 0 157 186 05:00 PM 0 512 22 534 68 56 487 0 543 165 1263 Grand Total 63 0 319 382 0.845 0 1005 48 1053 142 929 0 1071 2506 Apprch % 16.5 0.0 83.5 By Approach 04:30 PM I 0.0 95.4 4.6 I 13.3 86.7 0.0 I 0 Total % 2.5 0.0 12.7 15.2 541 0.0 40.1 1.9 42.0 0.0 5.7 37.1 0.0 42.7 3.3 Peak Hour From 04:00 PM to U5:45 PM - PeaK 1 or l SOULE ROAD Southbound SUNSET POINT ROAD I Westbound - SUNSET POINT ROAD I Eastbound Start Time Left Thru Right App. Total Left Thru Right App. I I Thru I Right I A Peak Hour From 04:00 PM to U5:45 PM - PeaK 1 or l Intersection 04:30 PM Volume 38 0 212 250 0 523 18 541 62 453 0 Percent 15.2 0.0 84.8 0.0 96.7 3.3 12.0 88.0 0.0 05:00 Volume 11 0 62 73 0 125 5 130 15 130 0 Peak Factor High Int 04:45 PM 05:15 PM 05:00 PM Volume 6 0 68 74 0 161 4 165 15 130 0 Peak Factor 0.845 0.820 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:30 PM 04:30 PM 05:00 PM Volume 38 0 212 250 0 523 18 541 56 487 0 Percent 15.2 0.0 84.8 0.0 96.7 3.3 10.3 89.7 0.0 High Int 04:45 PM 05:15 PM 05:00 PM Volume 6 0 68 74 0 161 4 165 15 130 0 Peak Factor 0.845 0.820 �5c d 1, oG z2s too 4bO Total Int Total 515 1306 145 348 0.93 145 0.888 543 145 0.936 PEAK HOUR / P.H.F. DATA PROJECT: REGENCY OAKS EXPANSION PROJECT NO: 07 -002 LOCATION: Driveway "A" (E -W) & Soule Road (N -S) DATE: January 9, 2007 0' 0' 59 271 HOURLY FLOW DIAGRAM 5:30 -5:45 5:45 -6:00 3 0 0 0 0' 0. 0 41 232 158 64 37 115 0 0 255 8 7 0 62 0 0 0 484 1 t PEAK HOUR TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 4 154 0 PM L T R L T R L T R L T R VOLUME 1 57 24 f- 3 �- 0 4:1513:30 0 -► - 0 4:30 -4:45 solsom 0 0 0 0 60 80 39 -► 36 -� r- 0 -� 0 4:45 -5:00 81 1 r 5:00 -5:15 * 20 61 0 0 154 4 3 0 36 0 0 0 278 20 61 1 0 t INTERSECTION PEAK HOUR 4:15 -5:15 INTERSECTION.PHF 0.86 190 81 INTERSECTION PEAK HOUR VOLUME 278 PEAK HOUR VOLUME NB 81 PHF NB 0.88 PEAK HOUR VOLUME SB 158 PHF SB 0.76 PEAK HOUR VOLUME EB 39 PHF EB 0.75 PEAK HOUR VOLUME_ WB (�q 0 PHF WB #DIV /0! '2 G PEAK HOUR ! P.H_.F. DATA HOURLY FLOW DIAGRAM 180 119 1 0 0 180 1 1 L t - 0 - + 107 t 113 0 -. f- 0 -� 0 -� r. 6 185 I I 0 12 5 1 1 6 17 2005 Peak Season Factor Category Report - Report Type: ALL Category: 1500 PINELLAS COUNTYWIDE MOCF: 0.94 Week Dates SF PSCF ----------------------------- 1 01/01/2005 - 01/01/2005 .1.07 1.14 2 01/02/2005 - 01/08/2005 1.•04 1.10 3 01/09/2005 - 01/15/2005 1.01 1.07 4 01/16/2005 - 01/22/2005 1.00 1.06 5 .01/23/2005 - 01/29/2005 0.99 1.05 6 01/30/2005 - 02/05/2005 0.97 1.03 * 7 02/06/2005 - 02/12/2005 0.96 1.02 * 8 02/13/2005 - 02/19/2005 0.95 1.01 * 9 02/20/2005 - 02/26/2005 0.94 1.00 *10 02/27/2005 - 03/05/2005 0.94 1.00 *11 03/06./2005 - 03/12/2005 0.93 0.99 *12 03/13/2005 - 03/19/2005 0.93 0.99 *13 03/20/2005 - 03/26/2005 0.93 0.99 *14 03/27/2005 - 04/02/2005 0.93 0.99 *15 04/03/2005 - 04/09/2005 0.94 1.00 *16 04/10/2005 - 04/16/2005 0.94. 1.00 *17 04/17/2005 - 04/23/2005 0.95 1.01 *18 04/24/2005 - 04/30/2005 0.95 1.01 *19 05/01/2005 - 05/07/2005 0.96 1.02 . 20 05/08/2005 - 05/14/2005 0.97 1.03 21 05/15/2005 - 05/21/2.005 0.97 1.03 22 05/22/2005 - 05/28/2005 0.98 1.04 23 05/29/2005 - 06/04/2005 0.98 1.04 24 06/05/2005 - 06/11/2005 . 0.99 1.05 25 06/12/2005 - 06/18/2005 0.99 1.05. 26 06/19/2005 - 06/25/2005 0.99 1.05 27 06/26/2005 - 07/02/ -2005 1.00 1.06 28 07/03/2005 - 07/09/2005 1.00 1.06 29 07/10/2005 - 07/16/2005 1.00 1.06 30 07/17/2005 - 07/23/2005 1.00 1.06 31 07/24/2005 - 07/30/2005 1.01 1.07 32 07/31/2005 - 08/06/.2005 1.01 1.07 33 08/07/2005 - 08/13/2005 1.02 1.08 34 08/14/2005 - 08/20/2005 1.02 1.08 35 08/21/2005 - 08%27/2005 1.04 1.10 36 08/28/2005 - 09/03/2005 1.05 1.11 37 09/04/2005 - 09/10/2005 1..06 1,12 38 09/11/2005 - 09/17/2005 1.07 1.14 39 09/18/2005 - 09/24/2005 1.07 1.14 40 09/25/2005 - 10/01/2005 1.06 1.12 41 10/02/2005 - 10/08/2005 1.05 1.11 42 10/09/2005 - 10/15/2005 1.05 1.11 43 10/16/2005 - 10/22/2005 1.05 1.11 44 10/23/2005 - 10/29/2005 1.05 1.11 45 10/30/2005 - 11/05/2005 1.05 1.11 46 11/06/2005 - 11/12/2005 1.04 1.10 47 11/13/2005 - 11/19/2005 1.04 1.10 48 11/20/2005 - 11/26/2005 1.05 1.11 49 11/27/2005 - 12/03/2005 1.06 1.12 50 12/04/2005 - 12/10/2005 1.06 1.12 51 12/11/2005 - 12/17/2005 1.07 1.14 52 12/18/2005 - 12/24/2005 1.04 1.10 53 12/25/2005 - 12/31/2005 1.01 1.07 , Detailed Report Page 1 of 2 HCS2000TM DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 11412007 Time Period PM PEAK Intersection MCMULLEN BOOTH/ UNION Area Type All other areas Jurisdiction PINELLAS CO Analysis Year EXISTING CONDITIONS Project ID Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of lanes, Ni 1 1 0 0 1 0 1 3 0 1 3 1 Lane group L TR LTR L TR L T R Volume, V (vph) 70 14 68 25 17 34 107 3422 37 21 2132 52 % Heavy vehicles, %HV 1 1 1 2 2 2 2 2 2 0 0 0 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed (P) or actuated (A) A A A A A A A A A A A A Start -up lost time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of effective green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type, AT 3 3 3 3 4 3 4 4 Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering /metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR volumes 0 50 0 15 0 2 0 9 Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking maneuvers, NM Buses stopping, NB 0 0 0 0 0 0 0 0 Min. time for pedestrians, G 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 NB Only NS Perm 07 08 Timing G= 30.0 G= G= G= G= 12.0 G= 166.0 G= G= Y= 6 Y= Y= Y= Y= 0 Y= 6 Y= Y= Duration of Analysis, T = 0.25 Cycle Length, C = 220.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB LT TH I RT LT I TH RT LT TH RT LT TH RT Adjusted flow rate, v 74 34 64 113 3639 22 2244 45 Lane group capacity, c 173 235 211 199 4099 35 3906 1219 v/c ratio, X 0.43 0.14 0.30 0.57 0.89 0.63 10.57 10.04 fileJ/CADocuments and Settings \rpergolizzi.GCC \Local Settings \Temp \s2k229.tmp 1/4/2007 Detailed Report s Page 2 of 2 Total green ratio, g/C 0.14 0.14 0.14 0.81 0.81 0.75 0.75 0.75 Uniform delay, di 87.1 83.7 85.6 4.3 14.2 12.6 11.7 6.8 Progression factor, PF 1,000 1.000 1.000 1.000 0.301 1.000 0.234 0.234 Delay calibration, k 0.11 0.11 0.11 0.16 0.41 0.21 0.17 0.11 Incremental delay, d2 1.7 0.3 0.8 3.8 2.7 130.9 0.2 1 0.0 Initial queue delay, d3 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control delay 88.8 84.0 86.4 8.1 7.0 43.5 2.9 1.6 Lane group LOS -7 F F F A A D A A Approach delay 87.3 86.4 7.0 3.3 Approach LOS F F A A Intersection delay 7,9 X� = 0.82 Intersection LOS A HCS2000TM Copyright ® 2000 University of Florida, All Rights Reserved Version 4.1f .1 file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \s2k229.tmp 1/4/2007 Two -Way Stop Control TWO -WAY STOP CONTROL SUMMARY lr,pnpral Infnrmatinn ISite Information Page 1 of 2 Analyst RP Intersection SUNSET POINT/SOULE Agency/Co. GCC Jurisdiction PINELLAS Date Performed 11412007 Analysis Year EXISTING CONDITIONS Analysis Time Period PM PEAK 5 6 Project Des cri tion East/West Street: SUNSET POINT ROAD North /South Street: SOULE ROAD Intersection Orientation: East -West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 66 480 0 0 554 19 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate veh /h 70 510 0 0 589. 20 Proportion of heavy vehicles, PHV 2 0 Median type Raised curb RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T T TR U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 0 0 0 40 0 225 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate veh /h 0 0 0 42 0 239 Proportion of heavy vehicles, PHV 0 0 0 2 0 2 Percent grade ( %) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 1 0 0 0 1 0 1 Configuration I I I L R Control Delay, Queue Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R Volume, v (vph) 70 42 239 Capacity, cm (vph) 966 418 692 v/c ratio 0.07 0.10 0.35 Queue length (95 %) 0.23 0.33 1.54 Control Delay (s /veh) 9.0 14.6 12.9 file://C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k22C.tmp 1/4/2007 Two -Way Stop Control c Page 2 of 2 LOS A B B Approach delay s /veh -- -- 93.2 Approach LOS -- -- B HCS2000TM Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k22C.tmp 1/4/2007 All -Way Stop Control Information ALL -WAY STOP CONTROL ANALYSIS Site Information Intersection C Jurisdiction nalvsis Year Analyst IRP enc /Co. GC Date Performed 11412007 Analysis Time Period PM PEAK Page 1 of 2 Project ID East/West Street: UNION STREET North /South Street: SOULE ROAD Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume 5 113 108 41 120 15 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume 24 22 25 14 98 11 %Thrus Left Lane 50 50 Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.70 0.88 0.81 0.59 Flow Rate 322 199 86 207 % Heavy Vehicles 1 1 1 1 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.0 0.2 0.3 0.1 Prop. Right -Turns 0.5 0.1 0.3 0.1 Prop. Heavy Vehicle hLT -adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT -adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV -adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 4.76 4.76 4.76 4.76 Departure Headway and Service Time hd, initial value 3.20 3.20 3.20 3.20 initial 0.29 0.18 0.08 0.18 hd, final value 4.76 4.76 4.76 4.76 final value 0.43 0.29 0.13 0.31 Move -up time, m 2.0 2.0 2.0 2.0 service Time 2.8 2.8 --2-8-7- 8 2.8 . Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity 572 449 336 457 Delay 11.23 10.25 9.28 10.71 LOS B B A B Approach: Delay 11.23 10.25 9.28 10.71 Los B B A B Intersection Delay 10.65 Intersection LOS B file://C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k22F.tmp 1/4/2007 Two -Way Stop Control Page 1 of 2 Rights Reserved Copyright ® 2003 University of Florida, All Rights Reserved Version 4.1f file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k330.tmp 1/10/2007 TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co. Date Performed Analysis Time Period RP GCC 111012007 PM PEAK Intersection Jurisdiction Analysis Year SOULE RD /DRIVE A CLEARWATER EXISTING CONDITIONS Project Descri tion East/West Street: DRIVE A North /South Street: SOULE ROAD Intersection Orientation: North -South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 21 65 0 0 165 4 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 Hourly Flow Rate, HFR 24 75 0 0 1 191 1 4 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 3 0 36 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 Hourly Flow Rate, HFR 0 0 0 3 0 1 41 Percent Heavy Vehicles 0 0 0 2 0 0 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration i I LR Delay, Queue Len qt and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 24 44 C (m) (vph) 1378 838 vtc 0.02 0.05 95% queue length 0.05 0.17 Control Delay 7.7 9.5 LOS A A Approach Delay -- -- 9.5 Approach LOS -- -- A Rights Reserved Copyright ® 2003 University of Florida, All Rights Reserved Version 4.1f file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k330.tmp 1/10/2007 Two -Way Stop Control TWO -WAY STOP CONTROL SUMMARY lr,pnpral Infnrmation ISite Information Page 1 of 2 Analyst RP Intersection UNION ST. /DRIVE B Agency/Co. GCC Jurisdiction CLEARWATER Date Performed 111012007 Analysis Year EXISTING CONDITIONS Analysis Time Period PM PEAK 5 6 Project Description East/West Street: UNION STREET North /South Street: DRIVE B Intersection Orientation: East -West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 0 192 0 7 114 0 Peak -hour factor, PHF 0.75 0.75 0.75 0.75 0.75 0.75 Hourly Flow Rate veh /h 0 256 0 9 152 0 Proportion of heavy vehicles, PHV 0 2 Median type Undivided RT Channelized? 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT U stream Si gnal 0 1 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 13 0 5 0 0 0 Peak -hour factor, PHF 0.75 0.75 0.75 0.75 0.75 0.75 Hourly Flow Rate veh /h 17 0 6 0 0 0 Proportion of heavy vehicles, PHV 2 0 2 0 0 0 Percent grade ( %) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 0 0 0 Configuration LR Control Delay, Queue Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR Volume, v (vph) 9 23 Capacity, cm (vph) 1309 623 /c ratio 0.01 0.04 Queue length (95 %) 0.02 0.11 Control Delay (s /veh) 7.8 11.0 file: //C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k333.tmp 1/10/2007 Two -Way Stop Control Page 2 of 2 LOS A 8 Approach delay (s /veh) _ 11.0 Approach LOS -- -- 8 4 HCS2000 TM Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1 If file:HC:\Documents and Settings\rpergolizzi.GCC \Local Settings \Temp \u2k333.tmp 1/10/2007 TABLE 4 - 4 GENERALIZED PEAK HOUR TWO -WAY VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW HIGHWAYS FREEWAYS Level of Service Interchange spacing 2: 2 mi. apart Lanes Divided A B C D E Level of Service 2 Undivided 180 620 1,210 1,720 2,370 Lanes A B C D E 4 Divided 1,940 3,140 4,540 5,870 6,670 4 2,310 3,840 5,350 6,510 7,240 6 Divided 2,900 4,700 6,800 8,810 10,010 6 3,580 5,930 8,270 10,050 11,180 STATE TWO -WAY ARTERIALS 8 4,840 8,020 11,180 13,600 15,130 Class I ( >0.00 to 1.99 signalized intersections per mile) 10 6,110 10,110 14,110 17,160 19,050 Level of Service 12 7,360 12,200 17,020 20,710 23,000 Lanes Divided A B C D E 2 Undivided ** 400 1,310 1,560 1,610 Interchange spacing < 2 mi. apart 4 Divided 460 2,780 3,300 3,390 * ** Level of Service 6 Divided 700 4,240 4,950 5,080 * ** Lanes A B C D E 8 Divided 890 5,510 6,280 6,440 * ** 4 2,050 3,350 4,840 6,250 7,110 Class II (2.00 to 4.50 signalized intersections per mile) 6 3,240 5,250 7,600 9,840 11,180 8 4,420 7,160 10,360 13,420 15,240 Level of Service 10 5,600 9,070 13,130 16,980 19,310 Lanes Divided A B C D E 12 6,780 10,980 15,890 20,560 23,360 2 Undivided ** 180 1,070 1,460 1,550 4 Divided ** 390 2,470 3,110 3,270 6 Divided ** 620 3,830 4,680 4,920 BICYCLE MODE 8 Divided ** 800 5,060 6,060 6,360 (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of bicyclists Class III (more than 4.5 signalized intersections per mile and not using the facility.) (Multiply motorized vehicle volumes shown below by number within primary city central business district of an of directional roadway lanes to determine two -way maximum service urbanized area over 750,000) volumes.) Paved Shoulder Level of Service Bicycle Lane Level of Service Lanes Divided A B C D E Coverage A B C D E 2 Undivided ** ** 500 1,200 1,470 0-49% ** ** 310 1,310 >1,310 4 Divided ** ** 1,180 2,750 3,120 50 -84% ** 240 390 >390 * ** 6 Divided ** ** 1,850 4,240 4,690 85 -100% 300 680 >680 * ** * ** 8 Divided ** ** 2,450 5,580 6,060 PEDESTRIAN MODE Class I'V (more than 4.5 signalized intersections per mile and within (Note: Level of service for the pedestrian mode in this table is based on roadway primary city central business district of an urbanized area .geometries at 40 mph posted speed and traffic conditions, not number of pedestrians over 750,000) using the facility.) (Multiply motorized vehicle volumes shown below by Level of Service number of directional roadway lanes to determine two -way maximum service volumes.) Lanes Divided A B C D E Level of Service 2 Undivided ** ** 490 1,310 1,420 Sidewalk Coverage A B C D E 4 Divided ** ** 1,170 2,880 3,010 049% ** ** ** 600 1,480 6 Divided ** ** 1,810 4,350 4,520 50 -84% ** ** ** 940 1,800 8 Divided ** ** 2,460 5,690 5,910 85 -100% ** 210 1,080 >1,080 * ** NON -STATE ROADWAYS BUS MODE (Scheduled Fixed Route) Major City/County Roadways (Buses per hour) Level of Service (Note: Buses per hour shown ere only for the peak hour in the single direction of higher traffic flow.) Lanes Divided A B C D E Level of Service 2 Undivided ** ** 870 1,3901 1,480 Sidewalk Coverage A B C D E 4 Divided ** ** 2,030 9 3,120 0 -84% ** >5 >4 >3 >2 6 Divided ** ** 3,170 4,450 4,690 85 -100% >6 >4 >3 >2 >1 ARTERIAL/NON -STATE ROADWAY ADJUSTMENTS Other Signalized Roadways DIVIDED /UNDIVIDED (signalized intersection analysis) (alter corresponding volume by the indicated percent) Level of Service Lanes Median Left Turns Lanes Adjustment Factors Lanes Divided A B C D E 2 Divided Yes +5% 2 Undivided ** ** 450 950. 1,200 2 Undivided No -20% 4 Divided ** ** 1,050 2,070 2,400 Multi Undivided Yes _5% Source: Florida Department of Transportation 02/22/02 Multi Undivided No -25% Systems Planning Office 605 Suwannee Street, MS 19 ONE -WAY FACILITIES Tallahassee, FL 32399 -0450 Decrease corresponding two- directional volumes in this table by 40% to http: / /wwwl l.myflorida.com/planning /systems /sm/los /default.htm obtain the equivalent one directional volume for one -way facilities. . *This table does not constitute a standard and should be used only for general planning applications. applications. The table and deriving computer models should not be used for intersection The computer models from which this table is derived should be used for mote specific planning design, condor or where mar, refined techniques exist. Values shown are hourly two -way volumes for levels of service and are for the automobile/truck modes unless specifically stated. Level of service letter grade thresholds are probably not comparable across modes and, therefore, cross modal comparisons should be made with caution. Furthermore, combining levels of service of different modes into one overall roadway level of service is not recommended. To convert to annual average daily traffic volumes, these volumes must be divided by an appropriate K factor. The table's input value defaults and level of service criteria appear on the following page. Calculations are based on planning applications of the Highway Capacity Manual, Bicycle LOS Model, Pedestrian LOS Model and Transit Capacity and Quality of Service Manual, respectively for the automobile /truck, bicycle, pedestrian and has modes. * *Cannot be achieved using table inputvalue defaults, ** *Not applicable for that level of service letter grade. For automobile /truck modes, volumes greater than level of service D become F because intersection capacities have been reached. ForhJcycle and pedestrian modes, the level of service letter grade (including F) is not achievable, because there is no maximum vehiclevolume threshold using table input value defaults. 91 Detailed Report Page 1 of 2 HCS2000'M DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 111012007 Time Period PM PEAK Intersection MCMULLEN BOOTH/ UNION Area Type All other areas Jurisdiction PINELLAS CO Analysis Year 2008 BACKGROUND Project ID Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of lanes, N, 1 1 0 0 1 0 1 3 0 1 3 1 Lane group L TR LTR L TR L T R Volume, V (vph) 71 14 70 26 17 35 109 3490 38 21 2174 53 % Heavy vehicles, %HV 1 1 1 2 2 2 2 2 2 0 0 0 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed (P) or actuated (A) A A A A A A A A A A A A Start-up lost time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of effective green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type, AT 3 3 3 1 3 4 3 4 4 Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering /metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR volumes 0 50 0 15 0 2 0 9 Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking maneuvers, NM Buses stopping, NB TIT 0 0 0 0 0 0 Min. time for pedestrians, G 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 NB Only NS Perm 07 08 Timing G= 30.0 G= G= G= G= 12.0 G= 166.0 G= G= Y= 6 Y= Y= Y= Y= 0 Y= 6 Y= Y= Duration of Analysis, T = 0.25 Cycle Length, C = 220.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB LT TH I RT LT TH RT LT TH RT LT TH RT Adjusted flow rate, v 75 36 66 115 3712 22 2288 46 Lane group capacity, c 172 234 210 194 4099 35 3906 1219 v/c ratio, X 0.44 0.15 0.31 0.59 10.91 10.59 0.04 file:M \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \s2k36F.tmp 1/10/2007 Detailed Report r Page 2 of 2 Total green ratio, g/C 0.14 0.14 0.14 10.81 0.81 1 0.75 0.75 0.75 Uniform delay, d, 87.2 83.8 85.7 4.3 15.0 12.6 11.9 6.8 Progression factor, PF 1.000 1.000 1.000 1.000 0.301 1.000 0.234 0.234 Delay calibration, k 0.11 0.11 0.11 0.18 0.43 0.21 0.18 0.11 Incremental delay, d2 1.8 0.3 0.9 14.8 3.3 30.9 0.2 0.0 Initial queue delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control delay 89.0 84.1 86.6 9.1 7.8 43.5 3.0 1.6 Lane group LOS F F F A A D A A Approach delay 87.4 86.6 7.9 3.4 Approach LOS F F A A Intersection delay 8.4 X� = 0.84 Intersection LOS A HCS2000TM Copyright ® 2000 University of Florida, All Rights Reserved Version 4.1f flle://C: \Documents and Settings\rpergolizzi.GCC \Local Settings \Temp \s2k36F.tmp 1/10/2007 `Two -Way Stop Control TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst RP Agency/Co. GCC Date Performed 111012007 Analysis Time Period PM PEAK Intersection Jurisdiction nalvsis Year Page 1 of 2 SUNSET POINT/ SOULE PINELLAS 2008 BACKGROUND Project Description East/West Street: SUNSET POINT ROAD North /South Street: SOULE ROAD Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 67 490 0 0 565 19 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate veh /h 71 521 0 0 601 20 Proportion of heavy vehicles, PHV 2 -- -- 0 Median type Raised curb RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T T TR U stream Signal 1 0 1 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 0 0 0 41 0 229 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate veh /h 0 0 0 43 0 243 Proportion of heavy vehicles, PHV 0 0 0 2 0 2 Percent grade ( %) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 1 0 1 Configuration L R Control Delay, Queue Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R Volume, v (vph) 71 43 243 Capacity, cm (vph) 956 412 686 /c ratio 0.07 0.10 0.35 Queue length (95 %) 0.24 0.35 1.60 Control Delay (s /veh) 9.1 14.8 13.1 file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k372.tmp 1/10/2007 Two -Way Stop Control Page 2 of '2 LOS A B B Approach delay s /veh 13.3 Approach LOS -- -- B HCS2000TM Copyright m 2003 University of Florida, All Rights Reserved Version 4.1f file: //C:\D ocuments and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k372.tmp 1%10/2007 ' All -Way Stop Control ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst RP Agency/Co. GCC Date Performed 111012007 Analysis Time Period PM PEAK Page 1 of 2 Intersection jUNIOIv / SOUL Jurisdiction JPINELLAS CO Analysis Year 12008 BACKGROUND Project ID East/West Street: UNION STREET North /South Street: SOULE ROAD Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume 5 115 110 42 122 15 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume 25 22 26 14 100 11 %Thrus Left Lane 50 50 Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.70 0.88 0.81 0.59 Flow Rate 328 202 89 210 % Heavy Vehicles 1 1 1 1 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.0 0.2 0.3 0.1 Prop. Right -Turns 0.5 0.1 0.4 0.1 Prop. Heavy Vehicle hLT -adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT -adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV -adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 4.79 4.79 4.79 4.79 Departure Headway and Service Time hd, initial value 3.20 3.20 3.20 3.20 x, initial 0.29 0.18 0.08 0.19 hd, final value 4.79 4.79 4.79 4.79 x, final value 0.44 0.29 0.14 0.31 Move -up time, m 2.0 2.0 2.0 1 2.0 Service Time 2.8 2.8 2.8 2.8 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity 578 452 339 460 Delay 11.44 10.38 9.36 10.84 LOS B B A B Approach: Delay 11.44 10.38 9.36 10.84 LOS B B A B Intersection Delay 10.81 Intersection LOS B file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k375.tmp 1/10/2007 Two -Way Stop Control Page 1 of 2 Rights Reserved Copyright ® 2003 University of Florida, All Rights Reserved Version 4.lf file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k378.tmp 1/10/2007 TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co. Date Performed Analysis Time Period RP GCC 111012007 PM PEAK Intersection Jurisdiction Analysis Year SOULE RD/DRIVEA CLEARWATER 2008 BACKGROUND Project Description East/West Street: DRIVE A North /South Street: SOULE ROAD Intersection Orientation: North -South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 21 66 0 0 168 4 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 Hourly Flow Rate, HFR 24 76 0 0 195 4 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 1 1 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 3 0 36 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 Hourly Flow Rate, HFR 0 0 1 0 3 1 0 1 41 Percent Heavy Vehicles 0 0 0 2 0 0 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Len at and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 24 44 C (m) (vph) 1373 833 v/c 0.02 0.05 95% queue length 0.05 0.17 Control Delay 7.7 9.6 LOS A A pproach Delay -- -- 9.6 pproach LOS -- -- A Rights Reserved Copyright ® 2003 University of Florida, All Rights Reserved Version 4.lf file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k378.tmp 1/10/2007 ' Two -Way Stop Control TWO -WAY STOP CONTROL SUMMARY General Information Site Information Page 1 of 2 Analyst RP Intersection UNION ST. /DRIVE B Agency/Co. GCC Jurisdiction CLEARWATER Date Performed 111012007 Analysis Year 2008 BACKGROUND Analysis Time Period PM PEAK 5 6 Project Description East/VVest Street: UNION STREET North /South Street: DRIVE B Intersection Orientation: East -West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h) 0 196 0 7 116 0 Peak -hour factor, PHF 0.75 0.75 0.75 0.75 0.75 0.75 Hourly Flow Rate veh /h 0 261 0 9 154 0 Proportion of heavy vehicles, PHV 0 2 Median type . Undivided RT Channelized? 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 13 0 5 0 0 0 Peak -hour factor, PHF 0.75 0.75 0.75 0.75 0.75 0.75 Hourly Flow Rate veh /h 17 0 6 0 0 0 Proportion of heavy vehicles, PHV 2 0 2 0 0 0 Percent grade ( %) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 0 0 0 Configuration LR Control Delay,.Queu e Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR Volume, v (vph) 9 23 Capacity, cm (vph) 1303 618 v/c ratio 0.01 0.04 Queue length (95 %) 0.02 0.12 Control Delay (s /veh) 7.8 11.1 file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u21c37B.tmp 1/10/2007 Two -Way Stop Control Page 2 of 2 LOS A B pproach delay s /veh Approach LOS -- -- B HCS2000TM Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1f file: / /C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k37B.tmp 1/10/2007 APPENDIX. C r Land Use: 252 Senior Adult dousing— Attached Independent Variables with One Observation The following trip generation data are for independent variables with only one observation. This information is shown in this table only; there are no related plots for these data. Users are cautioned to use data with care because of the small sample size. Trip Size of Number Generation Independent of Independent Variable Rate Variable Studies Directional Distribution Occupied Dwelling Units Weekda 3.48 67 1 50 %enterin , 50% exitin Saturday 2.51 67 1 50% entering, 50% exiting Saturday Peak Hour of Generator 0.30 67 1 Not Available Sunday 2.70 67 1 50% entering, 50% exitin Sunday Peak Hour of Generator 0.55 67 1 Not Available n a Trip Generation, 7th Edition 461 Institute of Transportation Engineers z Senior Adult Housing m Attached (252) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. . Number of Studies: 7 Avg. Num. of Occupied Dwelling Units: 147 Directional Distribution: 61% entering, 39% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.11 0.03 - 0.31 0.34 Data Plot and Equation a c W Q f— (D _U L a) N m c� N Q 4C 30 20 10 0 0 X Actual Data Points Fitted Curve Equation: Not given X 100 200 X = Number of Occupied Dwelling Units - - - - -- Average Rate R2 _ * * ** 300 Trip Generation, 7th Edition 463 Institute of Transportation Engineers X ......................... X :........... ...........---.---------.....-....------- X. X ; ------ X - - - - -- - -- ---- ------ ------ --- --- - -- X Actual Data Points Fitted Curve Equation: Not given X 100 200 X = Number of Occupied Dwelling Units - - - - -- Average Rate R2 _ * * ** 300 Trip Generation, 7th Edition 463 Institute of Transportation Engineers Assisted Living (254) Average Vehicle Trip Ends vs: Beds On a: Weekday Number of Studies: 16 Average Number of Beds: 121 Directional Distribution: 50% entering, 50% exiting Trip Generation per Bed Average Rate Range of Rates Standard Deviation 2.66 1.86 - 4.14 1.74 udid r1UL d111u r-yuaLJU1J a c W CL a� U L a) m Q1 Q z 600 500 400 300 200 , - -- --- -- -- >C . -, -- , X X X X , X X ; -- -- -- .._ - - - -- - " - - - -- - - - - - - ... .. x 100 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 X = Number of Beds X Actual Data Points Fitted Curve - - - - -- Average Rate Fitted Curve Equation: Ln(T) = 0.56 Ln(X) + 3.07 R2 = 0.55 Trip Generation, 7th Edition 486 Institute of Transportation Engineers zip ==I i i Assisted Living (254) Average Vehicle Trip Ends vs: Beds On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 7 Average Number of Beds: 121 Directional Distribution: 44% entering, 56% exiting Trip Generation per Bed Average Rate Range of Rates Standard Deviation 0.22 0.11 - 0.30 0.47 Data Plot and Equation 50 40 U) c w a H a� _U L ai 30 (> 0) ro a� Q 2 20 10 x -; ------; -•-- -- �- x: x x x ------- -- - - - - -- X 80 90 100 110 120 130 140 150 160 170 180 190 X = Number of Beds X Actual Data Points Fitted Curve Equation: Not given Trip Generation, 7th Edition - - - - -- Average Rate R2 0 ** 488 Institute of Transportation Engineers E� F i Detailed Report Page 1 of 2 HCS2000'" DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 111112007 Time Period PM PEAK Intersection MCMULLENBOOTH/ UNION Area Type AI! other areas Jurisdiction PINELLAS CO Analysis Year 2008 WITH PROJECT Project ID Volume and Timin-q /n ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of lanes, N, 1 1 0 0 1 0 1 3 0 1 3 1 Lane group L TR LTR L TR L T R Volume, V (vph) 73 14 71 26 17 35 110 3490 38 21 2174 55 % Heavy vehicles, %HV 1 1 1 2 2 2 2 2 2 0 0 0 Peak -hour factor, PHF 0.95 0.95 0.95' 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed (P) or actuated (A) A A A A A A A A A A A A Start -up lost time, I, 20 2.0 2.0 1 2.0 2.0 2.0 2.0 2.0 Extension of effective green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type, AT 3 3 3 3 4 3 4 4 Unit extension, UE 3.0 3.0 3.0 1 3.0 3.0 3.0 3.0 3.0 Filtering /metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR volumes 0 50 0 15 0 2 0 9 Lane width 12.0 112.0 12.0 1 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking maneuvers, N. Buses stopping, NB 0 0 0 0 0 0 0 0 Min. time for pedestrians, G 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 NB Only NS Perm 07 08 Timing G= 30.0 G= G= G= G= 12.0 G= 166.0 G= G= Y= 6 Y= Y= Y= Y= 0 Y= 6 Y= Y= Duration of Analysis, T = 0.25 Cycle Length, C = 220.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH I RT Adjusted flow rate, v 77 37 66 116 3712 22 2288 48 Lane group capacity, c 172 234 210 194 4099 35 3906 1219 v/c ratio, X 0.45 0.16 0.31 0.60 0.91 0.63 0.59 0.04 ftP ��r \T�nnnmPntc nerd gettillLys \mergolizzi.GCC \Local Settinszs \Temp \s2k399.tmp 1/11/2007 Detailed Report Page 2 of 2 Total green ratio, g/C 0.14 0.14 0.14 0.81 0.81 0.75 0.75 0.75 Uniform delay, di 87.4 83.9 1 85.7 4.3 15.0 12.6 11.9 6.8 Progression factor, PF 1.000 1.000 1.000 1.000 0.301 1.000 0.234 0.234 Delay calibration, k 0.11 0.11 0.11 0.19 0.43 0.21 0.18 0.11 Incremental delay, d2 1.9 0.3 0.9 5.0 3.3 30.9 0.2 0.0 Initial queue delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control delay 89.2 84.2 86.6 9.3 7.8 43.5 3.0 1.6 Lane group LOS F F F A A D A A Approach delay 87.6 86.6 7.9 3.4 Approach LOS F F A A Intersection delay 8,5 c = 0.84 Intersection LOS A HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f .-,I r_rr \T ,,,..,1 +... - 1 i7 1 i ')nn'7 Two -Way Stop Control Page 1 of 2 TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst RP Intersection SUNSETPO/NT/SOULE enc /Co. GCC Jurisdiction PINELLAS Date Performed 1/11/2007 Analysis Year 2008 WITH PROJECT Analysis Time Period PM PEAK Project Description East/West Street: SUNSET POINT ROAD North South Street: SOULE ROAD Intersection Orientation: East -West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Movement Eastbound 1 2 3 L T R Westbound 4 5 6 L T R Volume veh/h) Peak -hour factor, PHF 69 0.94 490 0.94 0 0.94 0 0.94 565 0.94 21 0.94 Hourly Flow Rate veh /h 73 521 0 0 601 22 Proportion of heavy vehicles, PHv 2 __ 0 Median type RT Channelized? Raised curb 0 0 Lanes 1 2 0 0 2 0 Configuration L T T TR Upstream Signal 0 0 Minor Street Movement Northbound 7 8 9 Southbound 10 11 12 L T R L T R Volume veh/h) Peak -hour factor, PHF 0 0.94 0 0.94 0 0.94 42 0.94 0 0.94 231 0.94 Hourly Flow Rate veh /h 0 0 0 44 0 245 Proportion of heavy vehicles, PHv 0 0 0 2 0 2 Percent grade ( %) 0 0 Flared approach N N Storage 0 0 0 0 rChannelized? nes 0 0 0 1 0 nfiguration L R Control Delay, Queue Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R olume, v (vph) 73 44 245 Capacity, cm (vph) 954 410 684 v/c ratio 0.08 0.11 0.36 Queue length (95 %) 0.25 0.36 1.63 Control Delay (s /veh) 9.1 14.8 13.2 7o• / /(r•�Tlnniimantc and CPtF;na.c \meranli77,i.CTCC \Local Settini4s \Temp \u2k39D.trnp 1/11/2007 `V , Two -Way Stop Control Page 2 of 2 LOS A B B Approach delay 13.4 s /veh pproach LOS -- -- B HC82000Thl Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1f � �e. / /!~•�Tlnnamanfc and CPi incYC\rY1P.ranfl7.71 CT(.0 \T,nca.l Settings \Temp \u2k39D.tmp 1/11/2007 All -Way Stop Control ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst IRP Agency/Co. JGCC Date Performed 1111112007 Analysis Time Period JPM PEAK Intersection 1UNIONISOUL Jurisdiction IPINELLAS CO Analysis Year 12008 WITH PF Page 1 of 2 r r Project ID East/West Street: UNION STREET North /South Street: SOULE ROAD Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T I R Volume 5 116 110 1 44 123 15 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume 25 22 28 14 100 11 %Thrus Left Lane 50 50 Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.70 0.88 0.81 0.59 Flow Rate 329 206 91 210 % Heavy Vehicles 1 I 1 I 1 1 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.0 0.2 0.3 0.1 Prop. Right -Turns 0.5 0.1 0.4 0.1 Prop. Heavy Vehicle hLT -adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT -adj -0.6 -0.6 -0:6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV -adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 4.81 4.81 4.81 4.81 Departure Headway and Service Time hd, initial value 3.20 3.20 3.20 3.20 x, initial 0.29 0.18 0.08 0.19 hd, final value 4.81 4.81 4.81 4.81 x, final value 0.44 0.30 0.14 0.32 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 2.8 2.8 2.8 2.8 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity 579 456 341 460 Delay 11.52 10.47 9.40 10.89 LOS B B A B Approach: Delay 11.52 10.47 9.40 10.89 LOS B B A B Intersection Delay 10.87 Intersection LOS B file //r \T�ncnments and Settint3S \merQolizzi.GCC \Loca1 Settings \Temp \u2k3A0.tmp 1/11/2007 J~ I Two -Way Stop Control Page 1 of 2 Rights Reserved Copyright ® 2003 University of Florida, All Rights Reserved Version 4.1f fi1P- / /(':• \nnrnlmPnts and Settinlrs \mergcli7,zi.CTCC \Local SettinLxS \Tema \u2k3A3.tmp 1/11/2007 TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co, Date Performed Analysis Time Period RP GCC 111112007 PM PEAK Intersection Jurisdiction Analysis Year SOULE RD /DRIVE A CLEARWATER 2008 WITH PROJECT Project Description East/West Street: DRIVE A North /South Street: SOULE ROAD Intersection Orientation: North -South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 25 66 0 0 168 6 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 Hourly Flow Rate, HFR 29 1 76 0 0 195 6 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 1 1 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 5 0 39 Peak -Hour Factor, PHF 0.86 0.86 0,86 0:86 0.86 0.86 Hourly Flow Rate, HFR 0 1 0 1 0 5 0 1 45 Percent Heavy Vehicles 0 0 0 2 0 0 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration i I LR Delay, Queue Len qt and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 29 50 C (m) (vph) 1371 823 v/c 0.02 0.06 95% queue length 0.06 0.19 Control Delay 7.7 9.7 LOS A A Approach Delay -- -- 9.7 Approach LOS -- -- A Rights Reserved Copyright ® 2003 University of Florida, All Rights Reserved Version 4.1f fi1P- / /(':• \nnrnlmPnts and Settinlrs \mergcli7,zi.CTCC \Local SettinLxS \Tema \u2k3A3.tmp 1/11/2007 Two -Way Stop Control TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst RP Agency/Co. GCC Date Performed 111112007 Analysis Time Period PM PEAK Intersection Jurisdiction nalvsis Year Page 1 of 2 N ST. /DRIVE B RWATER WITH PROJECT Project Description East/West Street: UNION STREET North /South Street: DRIVE B Intersection Orientation: East -West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) Peak -hour factor, PHF 0 0.75 196 0.75 0 0.75 8 0.75 116 0.75 0 0.75 Hourly Flow Rate veh /h 0 261 0 10 154 0 Proportion of heavy vehicles, PHv 0 __ 2 Median type RT Channelized? Undivided 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Movement Northbound 7 8 9 Southbound 10 11 12 L T R L T R Volume veh/h) Peak -hour factor, PHF 13 0.75 0 0.75 6 0.75 0 0.75 0 0.75 0 0.75 Hourly Flow Rate veh /h 17 0 g 0 0 0 Proportion of heavy vehicles, PHv 2 0 2 0 0 0 Percent grade ( %) 0 0 Flared approach N N Storage 0 1 0 RT Channelized? 0 0 Lanes 0 0 0 0 1 0 0 Configuration I LR Control Delay, Queue Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR Volume, v (vph) 10 25 Capacity, cm (vph) 1303 627 v/c ratio 0.01 0.04 Queue length (95 %) 0.02 0.12 Control Delay (s /veh) 7.8 11.0 f;tP• //C.- \r1nr.11mf-,nt,q and Settinas \rnergolizzi.GCC \Local Settings \Temp \u2k3A6.tmp 1/11/2007 j,* Two -Way Stop Control Page 2 of 2 LOS A B P,,,-)proach delay s /veh -- -- 11.0 Approach LOS -- -- B HCS2000TM Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1f file: //C: \Documents and Settings \rpergolizzi.GCC \Local Settings \Temp \u2k3A6.tmp 1/11/2007 .- REGENCY OAKS STORMWATER. MANAGEMENT PLAN Prepared For: REGENCY OAKS, LLC Prepared By: NORTHSIDE ENGINEERING SERVICES, INC. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NES JOB #0632 MARCH 1, 2007 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N6ADN;IN@MINDSPRING.COM NESTECH ®MINDSPRING.COM -71T'. AAi . 1 04.0 C A V 7) '7 . A A 4 . 0 r12C CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • flare I f d 4(j (o O < :r• "° • ol Dr. Ram\Giq—,,yli.0, J! : Cif FL Reg. No: dI44 TABLE OF CONTENTS I. INTRODUCTION II. GENERAL INFORMATION A. Location B. Wetlands/ 100 Year Floodplains C. Geotechnical D. References E. Maintenance of Stormwater System III. BASIS OF ANALYSIS A. Water Quality Treatment and Attenuation Volume B. Design Storm Intensity and Duration C. Drainage Basins / Time of Concentration IV. DESCRIPTION OF ANALYSIS A. Existing Conditions Hydrology B. Proposed Conditions Hydrology V. CONCLUSIONS AND SUMMARY V. APPENDIX A. SWFWMD Aerial Contour Map B. FEMA Firmette C. City of Clearwater SWMM 1 00y /24hr D. Pre - Development Soils Map . E. Double Ring Infiltrometer Results F. Post - Development Drainage Basins G. Curve Number Calculations H. APZ Time of Concentration Calculations I. APZ Pre -Dev Peak Discharge Rate J. ICPR Analysis K. Stage Storage Calculations 1 1 1 1 2 2 3 -5 5 5 -6 6 6 7 7 7 -10 10 I. INTRODUCTION The objective of this report is to produce a quality surface water management plan for Regency Oaks which satisfies the requirements established by the Southwest Florida Water Management District ( S)AFWMD) and the City of Clearwater. II. GENERAL INFORMATION A. LOCATION The proposed site modification of Regency Oaks will be located at the southwest corner of the intersection of Union Street and Soule Road in Clearwater, Florida. The site is approximately 1,727,411 sf (39.65 acres) in total land area. The site is located within Section 5, Township 29S, Range 16E in Pinellas County, Florida. Refer to Appendix A for SWFWMD aerial contour map. B. WETLANDS / 100 YEAR FLOODPLAINS There are two SWFWMD formally delineated wetlands located within the project area. The first labeled Wetland Area A is located on the southwest corner of the project area and is 0.778 ac. The second labeled Wetland Area B is located approximately midpoint along the west property line and is 0.057 ac. See plan construction sheet C4.1. In addition, an area in the southwest corner of the property is also delineated by FEMA to be in zone X — where areas inundated by the 100 year flood will have depths of 1 foot or less and zone AE. See attached FEMA firmette appendix B. - 1 - 4 A SWMM model of the Alligator Creek Basin in the area indicates that an adjacent node B0190 has a maximum 100 year / 24hr flood stage of 65.23. See appendix C. C. GEOTECHNICAL The Pinellas County Soil Survey indicates that the project area in the existing condition consisted of AfB Astatula Fine Sand, As Astatutla Fine Sand, PdB Paola Fine Sand and StB St. Lucie Fine sand. See appendix D indicating the locations of these soil types prior to any development. Geotechnical testing from Driggers Engineering Services incorported performed in 1990 indicates a seasonal high water elevation less than 6.5' below present grade. A double ring infiltrometer test performed in 1989 also indicates that the infiltration rate is approximately 24.6 in/hr. See appendix E. D. REFERENCES The Southwest Florida Water Management District's "Basis of Review ", the Florida Department of Transportation's "Drainage Manual" and the City of Clearwater Stormwater Management Design Criteria. Topographic Survey: Topography was provided by Suncoast Land Surveying, Inc. dated May 24, 2006. See attached boundary and topographic survey. -2- E. MAINTENANCE OF STORMWATER SYSTEM The detention ponds, inflow and outflow structures will be owned and maintained by Regency Oaks, LLC, Operation and maintenance of the systems will be as follows: OPERATION The project's stormwater management system is a gravity operated system requiring no operator action. MAINTENANCE 1. Ditches and Swales: All ditches and swales shall be periodically mowed and cleaned. During the mowing operation, ditches and swales shall be inspected for bare spots, damage and erosion. Any bare spots greater than one square foot in area shall be seeded or sodded to replace the grass cover. In case of erosion or damage where underlying soil is missing, the missing soil shall be replaced and the area brought back to grade then seeded or sodded as required. 2. Inlet Grates: Inlet grates will be checked monthly for damage or blockage. Any damaged grates will be replaced or repaired. Any debris blocking full flow through the grate will be removed. 3. Pipes and Inlets: Pipes and inlets will be inspected yearly for damage or blockage. Any damaged pipes or inlets will be repaired or replaced. Any trash, debris or sand deposits will be removed. 4. Detention Ponds: All side slopes and maintenance berms will be periodically mowed and cleaned. During the mowing operation the ponds will be inspected -3- for bare spots and erosion damage. Any bare spots greater than one square foot in area will be seeded or sodded to replace the grass cover. In case of erosion or damage where underlying soil is missing, the missing soil will be replaced and the area brought back to grade with seeding or sodding as required. The bottom and side slopes of the ponds should be inspected regularly to assure that excess siltation or erosion has not occurred. Siltation and erosion in the ponds should be controlled to assure that the storage volume is not affected. Periodic scarification of the pond side slopes and removal of silts may be required. In addition, cattails, bulrushes, and other nuisance vegetation will be cut back from inlet or outfall structures, to the minimum extent needed to maintain design discharges. All inflow and outflow, structures will be maintained by the procedures outlined for pipes, inlets, and grates. In addition: • Grass clipping and other vegetative debris should be removed from the area surrounding the detention pond. • The area immediately in front of the control structure should be cleared of aquatic growth and debris. • Limit fertilizer use around the pond area to prevent nutrient loading of the facility. • The control structure should be checked monthly and all debris cleared. • Your management of Surface Water Permit should contain a number of conditions that must be met. 5. Wetlands: No mowing will be allowed in these areas. Removal of noxious plant species will be done by hand and the areas shall remain undisturbed otherwise. 6. Effluent Filtration System for Pond 20: During the mowing operation the underdrain filter system will be checked for erosion or damage. In case of erosion, where soils from the adjacent slopes cover the filter system, the soils will be removed and the contaminated gravel /filter sand replaced. In addition: • The underdrain system shall be inspected semi - annually for loss of sand and/or debris contamination. In case of loss of sand, the filter sand shall be repaired as required to maintain the integrity of the design and water quality requirements. • The underdrain system shall be back flushed semi - annually, in the same manner as you would back flush a swimming pool filter, to assure proper operation of the system. III. BASIS OF ANALYSIS A. WATER QUALITY TREATMENT AND ATTENUATION VOLUME %2" of water quality treatment is provided over the entire site. Pond 10 and pond 35 are for attenuation purposes only. Ponds 20 and Pond 30 provide both attenuation and water quality treatment prior to discharge into the Alligator Creek Channel. Pond storage is controlled by weirs in the controlling structures for each pond. The weirs are protected from clogging and remove debris prior to discharge utilizing skimmers. The quality treatment volume will be recovered in pond 20 through 250 lineal feet of underdrain and in pond 30 through natural ground infiltration. In both ponds this treatment volume is recovered within 24 hours per City of Clearwater specifications. The attenuation volumes in all four -5- ponds are discharged within a few hours after the end of the 25year /24 hour design storm. B. DESIGN STORM INTENSITY AND DURATION The peak discharge rate for the 25 year storm event applying the Florida modified (Flmod) rainfall hydrograph will be used to determine the required pond sizes. In this area the total rainfall amount estimated for a 25 year storm event for a 24 hour period is 9.0 inches. Storms of greater intensity and duration which exceed the pond storage volumes will be discharged through the top of grates in ponds 10, 20 and 30 and through the secondary overflow weir in pond 35. C. DRAINAGE BASINS / TIME OF CONCENTRATION The configuration of the existing drainage basins has been maintained by grading and the routing and location of storm infrastructure with the exception of drainage basin 300 which has been split into basin 350 and a revised smaller 300. Due to the increase in impervious the curve number for each basin will increase. See appendix F showing basin locations and appendix G showing curve number calculations for each basin. The site modifications will not significantly alter the time of concentrations determined by Appenzeller, Boyd and Zarra, Inc. (APZ) with the exception of Basin 300 which will have a concentration time of 10 minutes. In summary the time of concentrations will be as follows: Basin 100 — 17 minutes Basin 200 — 20 minutes Basin 300 — 10 minutes Basin 350 — 24 minutes See appendix H indicating reference to APZ time of concentration calcuations. IV. DESCRIPTION OF ANALYSIS A. EXISTING CONDITIONS HYDROLOGY Due to the multiple modifications to site, it was determined that the simplest way to determine whether the ponds would attenuate to the pre- development discharge rate was to limit the rate as originally permitted under SWFWMD permit 402707.000. According to this permit the allowable discharge rate is 36.63 cfs. See attached reference Appendix I from APZ. B. PROPOSED CONDITIONS HYDROLOGY' The basin hydrology has been graphically depicted in appendix F. The curve number calculations can be found in more detail in appendix G, but are summarized as follows: BASIN TOTAL DRAINAGE AREA (ACRES) WEIGHTED CURVE NUMBER (UNITLESS) 100 5.74 78.4 200 9.93 74.0 300 6.44 85.0 350 15.28 67.3 TOTAL 37.39 The remaining 2.26 acres (39.65ac project area— 37.39ac drainage area) are undeveloped areas that do not enter the storm management system and are not included in the calculations. -7- Geotechnical information indicates that soils on the site are highly porous. Discharge through natural ground infiltration will be used to reduce the overland discharge into Alligator Creek Channel. The rating curves for this infiltration rate were developed using a safety of factor of 4 on the known double ring infiltrometer test result of 24.6 in/hr resulting in an allowable rate of 6.15 in/hr multiplied the surface area of each pond at each stage. Detailed derivation of the rating curves used can be found in the ICPR analysis found in appendix J. Stage storage calculations for each pond are as follows: POND 10 STAGING DATA Cumulative Storage Level Elevation Surface Area Volume (ft) (Sf) (ft') Top of Bank 83.00 21,292 35,835 D.H.W. 82.49 19,622 25,515 (25yr /24hr) Bottom of 81.00 14,743 0 Pond 70.60 34,078 28,880 POND 20 STAGING DATA Cumulative Storage Level Elevation Surfac{e�Area Volume (ft) (Sf) (ft) Top of Bank 73.00 44,582 122,515 D:H.W. 72.17 40,949 87,454 (25yr /24hr) W.Q.T. 70.60 34,078 28,880 Bottom of 69.70 30,139 0 Pond M *Require water quality treatment volume = %" x 682,715 sf = 28,446 cf POND 30 STAGING DATA Cumulative Storage Level Elevation Surface Area Volume (ft) (s (ft) ) Top of Bank 78.00 75,593 152,225 D.H.W. 77.12 68,557 89,168 (25yr /24hr) Bottom of 77.00 24,886 0 . W.Q.T. 76.40 62,800 41,986 Bottom of 75.70 57,203 0 Pond *Require water quality treatment volume = %2" x 946,401 sf = 39,433 cf POND 35 STAGING DATA Cumulative Storage Level Elevation Surface Area Volume (ft) (s (ft) ) Top of Bank 80.00 32,872 86,360 D.H.W. 79.29. 30,982 63,842 (25yr /24hr) Bottom of 77.00 24,886 0 . Pond More detailed stage storage calculations can be found in appendix K. The following is a summary of the 25year /24hour design storm results after routing through each pond. :E'1 25 YEAR / 24 HOUR DESIGN STORM ROUTING RESULTS Pond Maximum Stage (ft.) Peak Outflow (efs) 10 82.49 12.49 20 72.17 16.53 30 77.12 12.70 35 79.29 19.19 The total 25 year post- development peak discharge rate is the sum of the discharge rates from pond 20 and pond 30 which is equal to 29.23 cfs. V. CONCLUSIONS AND SUMMARY The proposed stormwater system satisfies water quality requirements required for the proposed project according to the SWFWIM "Basis of Review" and City of Clearwater. -10- APPENDIVA APPENDIX B INE X ATE RD M CIS ZONE X Has County corporated Areas 125139 ZONE X — ZONE X MAIN STREET 63 w ru w N CT CAMDEN WAY ZONE X City O Alligator C Channel LjJ 125096 E X CHANCERY Fl-44-1 Pinellas County Unincorporated Areas 125139 2a-0 4 APPROXIMATE SCALE 500 0 500 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP PINELLAS COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 126 OF 327 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUM9ER PANEL SUFFIX CIFIRW TMDTY W naooe One O Mw N W. W, O Notlu n Wv Ry IIIP IIUlAafA Ywrn Givx JtlWG Ee uaeG •mw w�°ium�m'uuu�ru�oM:u�oorrnr ro Ian. wol�cn MAP NUMBER ZONE X 12103CO126G EFFECTIVE DATE- SEPTEMBER 3, 2003 IN Federal Emergency Management Agency This is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov APPENDIX C a �' �' "4-•.: :;•.Are r w } �', a rJwi .� r..3� • .. 3"y 17 0r 4'..,C.. y "r•'� w*:e.a':ias'p % sea &.:s.'t &[K'mT»a' .�o - , VIA " � R �- .... � L�►KE �rs: � ��,.;; � ��1. � ;b � , ~ � �,t � C,Y � _ >. " F b �� "• .:_... +k'+. � •# 'L'T2^Wy ��}. L(9 vJ �ir i �. r 61N � a shad 3 �� L'x51 VQ '°Y, to -'7 t FJI �?: by d t i, y t ,y • a k y V¢ S. +. " k � P ?d yen E }' a %F tf hP n o�^ {N3 r, :rok�ny: 1. �:.. �. Att' StiA F d�. �J , -• .: _ � >i t rF[' �. _ s aa' �' #„�' y ,k .w ' � �' a:�`r zu 80242` 80240 i M1 a WE -44 K E, t" n 200 BIyu q - :a, " . . .,.W. " �`` s...,.':e a n :� 3 6,e.,.• , . � ' . •tk � . 8fi0'# 2 50.ti 8 062'+ ., . , �3 n j •, ; ,a, dr � , f Y - '}a5u,� ,�, g� Y✓7 l a"y �i°� � t:�r� dirt, fir R .,. � ..,_1; � }, :: ,.: „µ .. ti 80215 ` _ a �H N x elf -, ,�5:pt''st4ytey m��Ymamatl_•�.,>ti� , ... l.tf tL �p rs �•y ��'� 1�;_"i hl fi'� aecnu>r : 01rZ011 tltl, -'fit • B 5 � ®� mm! n 02104 u•• " �r'p "'� � ,..,>: r.,� p '" �� _,�' ` � �F3� - a 14A ^�,y¢ ,3, 1 iYf M4 kAAlfi? 'i,' a. �, mA1'Ntl AWAa.¢in,¢Om3i. AI' h✓:r.Y °>ra4i_,. 'S'9 p :i , .a: t+ �'• 3+�.r +iAtle�,o Nan x . ,-:� z .0 "j � F{ r � :1 d r • x h �dt- q�yyq��, HR.i'irQYytY9 pprryy,� - ' 1:. 200 Ilk — t 3� { P AIR. B0200B {' ? 'ro . ~�..: , 5�¢T_n1;R t : f'w'•i '.a .J ", �. .�! � ^Nj ~ - Y. . � 1�^ "�: : „�Se, 1 b r'a u,.ftl ya, �. .. a' ! '� .plc>I,'1"a: j:. �,., e �� .6,s -si `�a ra!'Y�r',t�;; .. � r.. ..,.} _ 'a • �r.•,a. r. q r� F0130 6�,' a 0180 . "Ail, 0180 E660 60 *? _� { * J ,.. lH rM• „ tl.'ryy C:Y:' y Y }t f ib -A Y Pa !C3 {'j ^E0Tf 0 •i'�.a I ; 010 .5 '�,A(10" n � /:.. �.a%, %5 4 •s'� /tJ✓�1r�� 7 Alligator Creek Watershed Management Plan SWMM Model Output for 100 -yr, 24 hour Design Storm Existing Conditions 10548 100.00 63.40 56.26 0.0006 59.41 13 4 0.00 40.59 0.0 0.0 6.242E +03 10549 100.00 100.00 57.93 0.0001 59.48 13 4 0.00 40.52 0.0 0.0 2.692E +05 10550 200.10 200.00 48.43 0.0001 52.36 13 17 0.00 147.74 0.0 0.0 7.243E +02 10555 100.00 55.20 49.02 0.0007 52.36 13 17 0.00 47.64 0.0 0.0 9.716E +04 10560 100.00 54.90 49.34 0.0007 52.70 12 30 0.00 47.30 0.0 0.0 2.375E +05 10570 200.10 200.00 49.38 0.0000 52.79 12 27 0.00 147.31 0.0 0.0 1.462E +05 10580 100.00 58.10 49.67 0.0008 .54.69 12 4 0.00 45.31 0.0 0.0 3.147E +04 10590 100.00 58.60 51.01 0.0007 54.71 12 4 0.00 45.29 0.0 0.0 2.680E +04 10600 100.00 100.00 51.45 0.0001 54.72 12 5 0.00 45.28 0.0 0.0 1.091E +05 20005 100.00 23.50 16.32 0.0040 21.99 15 42 0.00 78.01 0.0 0.0 1.380E +05 20007 200.10 200.00 16.70 0.0004 22.04 15 42 0.00 178.06 0.0 0.0 6.964E +04 20010 200.10 200.00 16.96 0.0003 22.09 15 43 0.00 178.01 0.0 0.0 1.181E +05 20030 100.00 25.80 18.67 0.0007 22.19 15 41 0.00 77.81 0.0 0.0 3.623E +05 20045 100.00 34.00 26.21 0.0004 28.25 12 10 0.00 71.75 0.0 0.0 1.880E +05 20050 100.00 100.00 28.28 0.0001 30.70 12 3 0.00 69.30 0.0 0.0 6.815E +04 20053 100.00 53.00 46.50 0.0005 48.86 12 23 0.00 51.14 0.0 0.0 7.190E +03 20055 100.00 100.00 52.00 0.0000 53.69 12 22 0.00 46.31 0.0 0.0 2.432E +05 20060 100.00 40.40 30.38 0.0006 34.55 12 2 0.00 65.45 0.0 0.0 1.489E +04 20065 100.00 43.00 32.61 0.0005 36.40 12 0 0.00 63.60 0.0 0.0 8.259E +03 20070 100.00 53.40 37.68 0.0002 39.87 12 0 0.00 60.13 0.0 0.0 - 2.558E +03 20080 200.10 200.00 39.16 0.0001 45.31 12 36 0.00 154.79 0.0 0.0 4.633E +03 20085 100.00 55.30 44.69 0.0008 51.00 13 0 0.00 49.00 0.0 0.0 2.575E +04 20090 100.00 59.10 48.91 0.0005 51.81 13 0 0.00 48.19 0.0 0.0 6.467E +03 20100 100.00 58.50 50.79 0.0007 55.28 13 7 0.00 44.72 0.0 0.0 2.975E +05 20110 100.00 58.20 52.09 0.0007 55.53 13 11 0.00 44.47 0.0 0.0 4.691E +05 20120 100.00 58.00 52.51 0.0007 55.69 13 11 0.00 44.31 0.0 0.0 3.999E +05 20130 100.00 59.30 52.87 0.0006 55.75 13 10 0.00 44.25 0.0 0.0 1.459E +05 20140 100.00 62.20 54.24 0.0004 56.31 13 1 0.00 43.69 0.0 0.0 7.906E +03 20150 100.00 62.30 55.20 0.0006 58.56 12 56 0.00 41.44 0.0 0.0 8.213E +04 1 +.++♦++.. r. r+♦ w+ rrrr.r wrrr+. r r + + + +.. + +wr + + +. +. + +r +rrr. +rrr++ • J U N C T I O N S U M M A R Y S T A T I S T I C S ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) - 100 - YEAR /24 -HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION ELEVATION .(MIN) (MIN) (SQ.FT) -- - - - - -- 20160 --- - - - - -- 200.10 ---- - - -- -- 200.00 -- -- - - -- 55.99 --- - - - - -- 0.0000 -- - - - - -- 58.78 - --- - 13 - - -- 2 --- - - - - -- 0.00 ------ - - - - -- 141.32 --- - - - - -- 0.0 -- - - - - -- 0.0 -- - - - - -- 6.261E +04 20170 100.00 66.20 56.70 0.0006 61.35 13 12 0.00 38.65 0.0 0.0 2.522E+05 20180 100.00 65.80 57.32 0.0006 61.35 13 12 0.00 38.65 0.0 0.0 3.243E +05 20190 100.00 72.30 62.37 0.0004 65.23 11 56 0.00 34.77 0.0 0.0 6.235E +04 20200 100.00 78.13 68.75 0.0005 72.24 12 0 0.00 27.76 0.0 0.0 2.104E +04 20210 100.00 77.30 70.30 0.0007 73.96 12 0 0.00 26.04 0.0 0.0 3.180E +04 20215 100.00 100.00 74.07 0.0002 77.31 12 0 0.00 22.69 0.0 0.0 2.485E +04 20220 100.00 90.40 82.07 0.0002 83.10 13 11 0.00 16.90 0.0 0.0 6.921E +03 20230 100.00 100.00 82.71 0.0002 85.32 13 10 0.00 14.68 0.0 0.0 2.072E +05 20240 100.00 91.50 84.63 0.0003 86.37 12 30 0.00 13.63 0.0 0.0 1.641E +04 20242 100.00 100.00 85.60 0.0002 87.42 12 35 0.00 12.58 0.0 0.0 2.700E +05 20245 - 200.10 200.00 85.26 0.0000 86.89 24 0 0.00 113.21 - 0.0 0.0 6.245E +02 20250 100.00 100.00 85.45 0.0001 86.91 24 0 0.00 13.09 0.0 0.0 4.907E +06 20255 100.00 100.00 86.37 0.0001 87.41 12 30 0.00 - 12.59 0.0 0.0 3.010E +05 20260 200.10 200.00 86.21 0.0000 88.73 12 41 0.00 111.37 0.0 0.0 6.565E +04 20262 100.00 91.40 86.22 0.0006 88.91 12 43 0.00 11.09 0.0 0.0 5.237E +04 20270 100.00 100.00 86.79 0.0002 88.92 12 43 0.00 11.08 0.0 0.0 5.142E +05 20280 100.00 100.00 94.02 0.0004 95.85 12 34 0.00 4.15 0.0 0.0 1.685E +05 30010 100.00 50.60 37.82 0.0006 43.58 12 15 0.00 56.42 0.0 0.0 6.891E +04 30020 100.00 49.30 40.35 0.0008 46.31 12 14 0.00 53.69 0.0 O.D 4.680E +04 30030 100.00 52.70 43.45 0.0007 48.30 12 13 0.00 51.70 0.0 0.0 2.592E +04 30040 100.00 58.90 44.13 0.0007 51.86 12 12 0.00 48.14 0.0 0.0 2.376E +04 30050 100.00 59.00 47.58 0.0009 55.72 12 11 0.00 44.28 0.0 0.0 6.311E +04 30060 100.00 59.50 50.36 0.0009 57.01 12 13 0.00 42.99 0.0 0.0 8.615E +04 30070 200.10 200.00 52.78 0.0001 59.31 12 10 0.00 140.79 0.0 0.0 5.285E +03 30075 100.00 100.00 55.44 0.0001 59.35 12 11 0.00 40.65 0.0 0.0 1.617E +05 30080 200.10 200.00 55.83 0.0001 61.02 12 9 0.00 139.08 0.0 0.0 1.829E +04 30090 100.00 68.50 56.23 0.0008 63.87 12 11 0.00 36.13 0.0 0.0 2.484E +05 30100 100.00 100.00 59.17 0.0003 67.16 12 7 0.00 32.84 0.0 0.0 1.849E +05 30120 100.00 100 -.00 81.76 0.0001 83.29 13 25 0.00 16.71 0.0 0:0 2.738E +05 40010 100.00 55.00 44.77 0.0014 51.85 12 0 0.00 48.15 0.0 0.0 2.016E +04 40030 200.10 200.00 46.39 0.0001 52.79 12 3 0.00 147.31 0.0 0.0 3.825E +04 40040 100.00 54.30 48.68 0.0008 53.25 12 2 0.00 46.75 0.0 0.0 3.626E +04 40050 100.00 56.10 49.28 0.0007 53.75 12 1 0.00 46.25 0.0 0.0 4.173E +04 40060 100.00 56.20 49.52 0.0007 53.75 12 1 0.00 415.25 0.0 0.0 3.617E +04 40070 200.10 200.00 50.46 0.0000 54.20 12 0 -0.00- 145.90 0.0 0.0 9.546E +03 40080 100.00 62.10 52.44 0.0005 55.45 12 30 0.00 44.55 0.0 0.0 1.279E +03 40090 100.00 100.00 54.96 0.0001 56.94 15 7 0.00 43.06 0.0 0.0 1.018E +06 40100 100.00 100.00 59.66 0.0000 60.89 23 41 0.00 39.11 0.0 0.0 2.392E +06 1 + J U N C T I O N S U M M A R Y S T A T I S T.I C S ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100 - YEAR /24 -HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) 4 CHANGE (FT) . HR. MIN. ELEVATION -- --- - - - -- ELEVATION - -- (MIN) --- - (MIN) - -- (SQ.FT) -- - - - - -- -- - - - - -- --- 50010 - - -- -- ---- 100.00 - -- - -- 15.60 -- - -- - -- --- 7.33 - - - - -- -- 0.0006 - - -- 12.19 - - 12 - -- 49 --- - - 0.00 -- ---- - - - 87.81 - - - -- 0.0 -- - - - 0.0 4.561E +04 APPENDIX D AfB - ASTATULA FINE SAND As - ASTATULA FINE SAND PdB - PAOLA FINE SAND StB - ST. LUCIE FINE SAND W SCALE: 1't = 200' W rY Z W N UNION STREET R 0 w I 0 APPENf ELLER, BOYD & ZARRA, INC. REGENCY OAKS RETIREMENT -CENTER ( Enp11ccring and Surveying PREDEVELOPED- SOIL TYPES 1105Sunnyc Wealvd .• Suit CO. Cie arwaleaflotldd33575 AND AREAS (813)446.24006 (813)446.IS 14 a(! 13) 446.1701 APPENDIX E 1 7 Double Ring Infiltration Test 'BEST NO. 2 JOB NO. L871052 -DATE: 11/13/89 CLIENT: Johnson- Simmns, c/o Appenzel.ler, Boyd & Zarra PROJECT: Regency Oaks Retirement Center LOCATION: See Sketch TEST DEPTH: 3.0' OUTER CYL. DIAM.: 36" INNER CYL. DIAM.. 12" DESCRIPTION OF SOIL AT TEST DEPTH: Tan fine SAND DEPTH OF GROUNDWATER BELOW TEST DEPTH: Below 7.0' �tD tD 030 x H W E X20 Z 0 H H Z N H10 W z H INFILTRATION RATE: 24.6 IN /HR.: 0 I 2 3 4 5 6 7 ILAPSED TIME OF INFILTRATION^' HOURS TEST PROCEDURE • The test was conducted in general accordance wi th'AS'Liyi D 3385 -75. -a A seven (7) inch hydraulic head was utilized. The infiltration'rate was determined CD at selected time intervals by recording the time for a 1 inch drop in the water level. CD J The seven (7) inch head was then re- established until the next test interval. .The test was continued (minimum 4 hours) until stability was achieved and the infiltration CD rate did not vary in excess of 5% between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. The plotted infiltration rate above represents the average of all observations during each hour interval. r-- _ TECHNICIAN C. Newland REVIEWED BY: APPENDIX F m Un I,- 0 0 C7) 0 cn U 0 tl LAI 0 i 0 O ol APPENDIX G PROJECT NAME: REGENCY OAKS PROJECT NO.: 632 PROPOSED CN CALCULATIONS FOR BASIN 100 TOTAL DRAINAGE AREA= 250,093 SF 5.74 AC IMP. AREA= 121,350 SF OF IMP. AREA @ CN = 98 POND AREA= 18,782 SF OF POND AREA @ CN = 100 PERV. AREA= 109,961 SF OF PERV. AREA @ CN = 53 (PAOLA AND ST. LUCIE FINE SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) CN = 78.4 T.O.C. = 17 MINUTES CN CALCULATIONS FOR BASIN 200 TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= (PAOLA AND ST. LUCIE FINE CN = 74.0 432,622 SF 9.93 AC 155,556 SF OF IMP. AREA @ CN = 98 44,582 SF OF POND AREA @ CN = 100 232,484 SF OF PERV. AREA @ CN = 53 SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) T.O.C. = 20 MINUTES CN CALCULATIONS FOR BASIN 300 TOTAL DRAINAGE AREA= 280,616 SF 6.44 AC IMP. AREA= 127,630 SF OF IMP. AREA @ CN = 98 POND AREA= 68,700 SF OF POND AREA @ CN = 100 PERV. AREA= 84,286 SF OF PERV. AREA @ CN = 53 (PAOLA AND ST. LUCIE FINE SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) CN = 85.0 T.O.C. = 10 MINUTES CN CALCULATIONS FOR BASIN 350 TOTAL DRAINAGE AREA= 665,785 SF 15.28 AC IMP. AREA= 183,279 SF OF IMP. AREA @ CN = 98 POND AREA= 26,504 SF OF POND AREA @ CN = 100 PERV. AREA= 456,002 SF OF PERV. AREA @ CN = 53 (PAOLA AND ST. LUCIE FINE SAND, PASTURE OR RANGE LAND MEDIUM CONDITION, HYDROLOGIC GROUP A) CN = 67.3 T.O.C. = 24 MINUTES APPENDIX H COMP. BY: VCq CHK.BY DATE�v'iz�1 -s� SHEET NO: ¢4 JOB NO. : 0.03 -oI,IZ WORKSHEET FOR COMPUTING TIME OF CONCENTRATION BASIN Pr -e- Development i Average Slope of Terrain (96) : Ft. (elev..) Ft. (length) X490 Overland Flow Velocities for Various Land Use_Types (See sheet 3) (Fig 5 =19 D.O.T. Drainage Manual, page 90 of 98 r For: - `!�oo��E1� Loy j 3Co F.P.M. ) Velocity Method ( �,gclo Ft.) 4-► 3.9 ✓ Tc Li U-5c- ¢z Post Development 15 Min. plus R ength of -ipe divided by 2.5 f.p.s.• divided by 60J seconds per min. Length Tc = /G,000 USE /7 A 4 COMP. BY: CHK.BY DATE SHEET NO: ¢� JOB NO. P�_=qi,54�y OAK5 eaTPj_-yz,-_N7 NT�� WORKSHEET FOR COMPUTING TIME OF CONCENTRATION BASIN -Zoo Pre - Deve.lopment. Average Slope of Terrain ( %): 'Ft. (elev.) (Z,1� �) Ft. (length) 14 0 Overland Flow Velocities for Var.ous..L.and Use Types (See sheet 3) (Fig 5 -19 D 0 T Dr;ainaae Manual,.paae.90 of 98 For, �.c%o1�E D !moo ��/ STo��.0 F = ( 3 Co F. P. M.. ) Velocity Method ire: Ft.) _'� 3`� TC ( �3� F.P:M.) NOV 1-3 1990 Post Development 15 Min. plus Length of `pipe divided by 2.5 f.p.s.• seconds per min. Length = CoS Tc = I� 3� USL Zo�l FAI ivided by IrT* 1 1 J COMP. BY: VCq CHK.BY DATE�v SHEET NO: 44-. JOB NO. : 0.o3 -oI.IZ eF, E, c5 OAKS �E7eEMGN� CAN %� WORKSHEET FOR COMPUTING TIME OF CONCENTRATION BASIN %oo Pre - Development Average Slope of Terrain_ M: Ft. (elev..) (`�1- %) Ft. (length) 149 o Overland Flow Velocities for Various-Land Use..Types (See sheet 3) (Fia 5 -19 D.O.I. Drainage Manual, page 90 of. 98 For: �/�oo1�ET� �o� / STo�Z,�C#� _ ( 3Cn F. P..M.. ) Velocity Method Post Development 15 Min. plus Length of.,-pipe divided by 2.5 f.p.s.• divided by 60J seconds per min. Length T Z.¢cl / Tc = /60,G(:f:, USE l7 4 APPENDIX I ` FF - [� _ .. ./ ^ 01 SCS UNIT HYDROGRAPH PACKAGE SC87139 VER 1.01 (C) Copyright 1984, R. D. Ghioto REGENCY OAKS RETIREMENT CENTER 25YR PREDEVELOPMENT� BASI| 100 BASIN INPUT DATA BASIN AREA 39.53 , ACRES. SCS CURVE NUMBER 53.00r~ INITIAL ABSTRACTION 1.77 INCHES TIME OF CONCENTRATION 43.00' MINUTES SCS SHAPE FACTOR 256~ OUTPUT SUMMARY STORM RAINFALL 9.75' INCHES STORM DURATION 24.00^ HOURS 'TOTAL RUNOFF 3.69 INCHES PEAK RUNOFF RATE 36.63 CFS TIME OF PEAK 12.60 HOURS UNIT GRAPH VOLUME 0.98 INCHES REFERENCE FILES INPUT DATA G:R025PRE.DAT OUTPUT TO DISK R025PRE RAINFALL DISTRIBUTION G:TYPE2M.RAI~ UNIT HYDROGRAPH UNIT1.UHG~ v �0[l[��//�/h]h/ � �/\�K \Ji\|��;{Vr1� �� 7� APPENDIX J 0632 - Regency Oaks 02/26/07 Interconnectivity D Nodes A Stage /Area V Stage /Volume T Time /Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach ram R:L- PERC20 A:POND20 U:BASIN200 T:GWSINK10 R:L- PERC10 A:POND10 U:BASIN100 D:OUTFALL10 _ ................... ............................... D:OUTFALL20 D:OUTFALL30 . . ........................ T:POSTDEV Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. R:L- PERC35 W:WEIR35 A' A: POND30� U:BASIN300 0632 - Regency Oaks 02/26/07 Max Post Development Conditions for 10yr /24hr, 25yr /24hr and 100yr /24hr Design Storms Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Group Simulation Stage Stage Stage Area Inflow Inflow Outflow Outflow Name firs ft ft ft ft2 hrs cfs hrs cfs BASE 010 12.59' 82.191 83.000 0.0050 18640 12.08 15.788 12.59 9.590 POND10 010 13.29 71.661 73.000 0.0045 38712 12.25 27.248 13.29 11.456 POND20 BASE 010 13.78 76.608 '78.000. - 0.0042 64449 12.08 26.349 13.78 9.631 POND30 BASE 010 12.97 78.726 80.000 0.0050 29484 12.25 26.387 12.97 13.871 POND35 BASE 025 12.57 82.490 83.000 0.0050 19623 12.08 20.153 12.57 12.493 POND10 BASE BASE 025 13.21 72.170 73.000 0.0046 40935 12.24 36.184 13.21 16.529 POND20 025 13.91 77.122 78.000 - 0.0042 68557 12.08 33.847 13.91 12.701 POND30 BASE 025 12.92 79.290 80.000 0.0050 30990 12.17 35.542 12.92 19.191 POND35 BASE 100 12.37 82.808 83.000 0.0050 20670 12:08 28.922 12.37 23.067 POND10 BASE 100 12.79 72.895 73.000 0.0047 44101 12.28 59.653 12.79, 35.545 . POND20 BASE BASE 100 13.12 77.877 78.000 - 0.0041 74595 12.49 55.332 13.12 28.769 POND30 100 12.58 79.910 80.000 0.0050 32647 12.17 54.829 12.57 41.762 POND35 BASE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 0632 - Regency Oaks 02/26/07 ICPR Input Basins Name: BASIN100 Node: POND10 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min) 17.00_ Area(ac): 5.740 Time Shift(hrs): 0.00 Curve Number: 78.40 Max Allowable Q(cfs): 999999.000 DCIA( %): 0.00 Name: BASIN200 Node: POND20 Status:. Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 9.930 Curve Number: 74.00 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 20.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------- - - - - -- - - - -- Name: 13ASIN300 Node: POND30 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 6.440 Curve Number: 85.00 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ----------------------------------------------------- Name: BASIN350 Node: POND35 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall -File: Rainfall Amount(in): 0.000 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 24.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Area(ac): 15.280 Time Shift(hrs): 0.00 Curve Number: 67.30 Max Allowable Q(cfs): 999999.000 DCIA(16): 0.00 Nodes Name: GWSINK10 Group: BASE Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------- - - - - -- 0.00 78.500 999.00 78.500 Base Flow(cfs): 0.000 Init Stage(ft): 78.500 Warn Stage(ft): 81.000 ---------------------------------------------------------------------------------- Name: GWSINK20 Base Flow(cfs): 0.000 Init Stage(ft): 68.200 Group: BASE Warn Stage(ft): 69.700 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 68.200 999.00 68.200 ---------------------------------------------------------------------------------------- Name: GWSINK30 Base Flow(cfs): 0.000 Init Stage(ft): 73.000 Group: BASE Warn Stage(ft): 75.700 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 73.000 999.00 73.000 --------------------------------------------------------------------------------------- Name: GWSINK35 Base Flow(cfs): 0.000 Init Stage(ft): 76.500 Group: BASE Warn Stage(ft): 77.000 Type: Time /Stage _ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 76.500 999.00 76.500 ----------------------------------------------------------------------------------------- Name: POND10 Base Flow(cfs): 0.000 Init Stage(ft): 81.000 Group: BASE Warn Stage(ft): 83.000 Type: Stage /Area Stage(ft) Area(ac) --------- - - - - -- --------------- 81.000 0.3380 83.000 0.4890 ------------------------------------------------------------------------------------ Name: POND20 Base Flow(cfs): 0.000 Init Stage(ft): 69.700 Group: BASE Warn Stage(ft): 73.000 Type: Stage /Area Stage(ft) Area(ac) --- ------ - - - - -- --------------- 69.700 0.6920 73.000 1.0230 ------------------------------------------------------------------------------------------ Name: POND30 Base Flow(cfs): 0.000 Init Stage(ft): 75.700 Group: BASE Warn Stage(ft): 78.000 Type: Stage /Area Stage(ft) Area(ac) --------- - - - - -- --------------- 75.700 1.3130 78.000 1.7350 ------------------------------------------------------------------------------------------ Name: POND35 Base Flow(cfs): 0.000 Init Stage(ft): 77.000 Group: BASE Warn Stage(ft): 80.000 Type: Stage /Area Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Stage(ft) --------------- 77.000 80.000 Area (ac) --------------- 0.5710 0.7550 ------------------------------------------------------------------------------------------ Name: POSTDEV Base Flow(cfs): 0.000 Init Stage(ft): 66.400 Group: BASE Warn Stage(ft): 0.000 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 66.400 999.00 66.400 ----------------------- ___= Operating Tables Name: PERC10 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) 81.000 82.000 83.000 Discharge(cfs) --------- - - - - -- 2.10 2.57 3.03 Name: PERC20 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) 69.700 70.000 71.000 72.000 73.000 Discharge(cfs) 4.29 4.48 5.10 5.72 6.35 ------------------------------------------------------------------------------------------ Name: PERC30 Group: BASE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 4 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) 75.700 76.000 77.000 78.000 Discharge(cfs) 8.14 8.49 9.62 10.76 --------------------------------------------------------------------------------------- Name: PERC35 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) 77.000 78.000 79.000 80.000 Discharge(cfs) 3.54 3.92 4.30 4.68 ------- - - - - -- Drop Structures Name: OUTFALL10 Group: BASE From Node: POND10 To Node: POND20 Length(ft): 292.00 Count: 1 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 5 of 12 UPSTREAM DOWNSTREAM -Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.000 Invert(ft): 75.000 68.950 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl -Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 5 of 12 0632 - Regency Oaks 02/26/07 ICPR Input * ** Weir 1 of 2 for Drop Structure OUTFALL10 * ** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular' Span(in): 20.00 Rise(in): 18.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 * ** Weir 2 of 2 for Drop Structure OUTFALL10 * ** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in):-37.00 Rise(in): 48.00 Invert(ft): 81.000 Control Elev(ft): 81.000 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 82.500 Control Elev(ft): 82.500 TABLE TABLE ---------------------------------------------------------------_------------------------------------- Name: OUTFALL20 From Node: POND20 Length(ft): 43.00 Group: BASE To Node: POSTDEV Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average.Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 30.00 .30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.000 Invert(ft): 66.090 66.400 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall * ** Weir 1 of 2 for Drop Structure OUTFALL20 * ** Count: 1 .Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 37.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 72.500 TABLE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 6 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Rise(in): 48.00 Control Elev(ft): 72.500 * ** Weir 2 of 2 for Drop Structure OUTFALL20 * ** To Node: POSTDEV Count: 1 Top Clip(in): TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 20.40 Invert(ft): 70.600 Rise(in): 22.80 Control Elev(ft): 70.600 ---------------------------------------------------------------------------------------------------- Name: OUTFALL30 From Node: POND30 Length(ft): 45.00 Group: BASE To Node: POSTDEV Count: 1 Top Clip(in): UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.000 Invert(ft): 72.160 66.400 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall * ** Weir 1 of 2 for Drop Structure OUTFALL30 * ** Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 7 of 12 TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 18.00 Invert(ft): 76.400 Rise(in): 13.20 Control Elev(ft): 76.400 * ** Weir 2 of 2 for Drop Structure OUTFALL30 * ** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 7 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Span(in): 37.00 Rise(in): 48.00 Invert(ft): 77.500 Control Elev(ft): 77.500 Weirs Name: OVERFLOW35 From Node: POND35 Group: BASE To Node: POND30 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 240.00 Rise(in): 6.00 Invert(ft): 79.500 Control Elevation(ft): 79.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: WEIR35 From Node: POND35 Group: BASE To Node: POND30 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 16.00 Rise(in): 30.00 Invert(ft): 77.000 Control Elevation(ft): 77.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 - - - -- Rating Curves Name: L- PERC10 From Node: POND10 Group: BASE To Node: GWSINK10 Count: 1 Flow: Both Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 8 of 12 0632 - Regency Oaks 02/26/07 ICPR Input -------------------------- ___= Hydrology Simulations Name: 010 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 9 of 12 TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERC10 81.010 81.010 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: L- PERC20 From Node: POND20 Count: 1 Group:. BASE To Node: GWSINK20 Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERC20 69.710 69.710 ##2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------------------------------------------------- Name: L- PERC30 From Node: POND30 Count: 1 Group: BASE To Node: GWSINK30 Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) #l: PERC30 75.710 75.710 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 ---------------------------------------------------------7------------------------------------------ Name: L- PERC35 From Node: POND35 Count: 1 Group: BASE To Node: GWSINK35 Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERC35 77.010 77.010 42: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 -------------------------- ___= Hydrology Simulations Name: 010 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 9 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \010.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 7.50 Time(hrs) Print Inc(min) --------- - - - - -- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 025 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \025.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) -- ------- - - - - -- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \0100.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 12.00 Time(hrs) Print Inc(min) --------- - - - - -- --------------- 30.000 5.00 ------------------- ___= Routing Simulations Name: 010 Hydrology Sim: 010 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \010.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 10 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 50.000 15.000 Group Run BASE Yes Max Calc Time(sec): 60.0000 Boundary Flows: Name: 025 Hydrology Sim: 025 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \025.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) --------- - - - - -- --------------- 50.000 15.000 Group Run --------- - - - - -- - - - -- BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max Calc Time(sec): 60.0000 Boundary Flows: Name: 100 Hydrology Sim: 100 Filename: X: \2006 AutoCAD Projects \0632 - (Regency Oaks) \Drainage \100.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max Calc Time(sec): 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 11 of 12 0632 - Regency Oaks 02/26/07 ICPR Input Time(hrs) Print Inc(min) -------- - - - - - -- --------------- 50.000 15.000 Group Run BASE Yes ------------------------------------ ___= Boundary Conditions t ' Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 12 of 12 iN APPENDIX K a> PROJECT NAME: PROJECT NO.: REGENCY OAKS 632 PROPOSED POND 10 STAGE STORAGE DATA: ' TOP EL.= D.H.W. EL= BOTTOM EL.= STAGE ft —NGVD AREA SF AREA AC STORAGE FT ^3 83.00 21,292 0.489 35,835 82.75 20,473 0.470 30,677 82.50 19,655 0.451 25,710 82.25 18,836 0.432 20,935 82.00 18,018. 0.414 16,353 81.95 17,854 0.410 15,460 81.70 17,035 0.391 11,113 81.50 16,380 0.376 7,777 81.00 14,743 0.338 0 PROPOSED POND 20 STAGE STORAGE DATA: TOP EL.= D.H.W. EL= W.Q. EL= BOTTOM EL.= STAGE ft —NGVD AREA SF AREA AC STORAGE AC —FT 73.00 44,582 1.023 122,515 72.91 44,199 1.015 118,687 72.50 42,394 0.973 101,059 72.83 43,816 1.006 114,890 72.41 42,011 0.964 97,408 72.00 40,205 0.923 80,618 70.60 34,078 0.782 28,880 70.11 31,944 0.733 12,803 69.70 30,139 0.692 0 PROPOSED POND 30 STAGE STORAGE DATA: TOP EL.= D.H.W. EL= STAGE ft —NGVD AREA SF AREA AC STORAGE AC —FT 78.00 75,593 1.735 152,225 77.79 73,894 1.696 136,461 77.50 71,595 1.644 115,676 77.58 72,195 1.657 121,038 77.29 69,896 1.605 100,717 77.00.1 67,597 1.552 811026 W.Q. EL= BOTTOM EL.= 76.40 62,800 1.442 41,986 75.99 59,502 1.366 16,775 75.70 57,203 1.313 0 PROPOSED POND 35 STAGE STORAGE DATA: TOP EL.= D.H.W. EL= BOTTOM EL.= STAGE ft -NGVD AREA SF AREA AC STORAGE AC -FT 80.00 32,872 0.755 86,360 79.88 32,539 0.747 82,303 79.50 31,541 0.724 70,370 79.75 32,207 0.739 78,286 79.38 31,208 0.716 66,470 79.00 30,210 0.694 55,010 77.75 26,883 0.617 19,408 77.38 25,884 0.594 9,519 77.00 24,886 0.571 0 wRamm""nam - 2ND STREET EAST (UNION STREET) --------------------- • T O` � � •� � � ��JRdI � I I uul Ell egg 1 l •1 � ss • � • rs •• .� • � � 4e" • ass > • `• ,� J yam, * � t { .Y'� lgs p � �� ••pis••/ • �� ti {M J�, d / aal•'• �� ' �. / �• � �a .4ry = • •• •ice•••• �M •• s•s •• • " � y� -- __ �i �•• �•r �•a sue ••* i • • •� 1 �y -- q / • • * ••i l :�•�.••.•,. / i �� tit °$ so ROAD ONU Nwj" sr= ag3YLLS /O-JND) 19ya 19-791S GNZ' |/ \ ~�� It a (D) LM *MM" WMM PsKP0? 2ND STREET EAST r _ro (UNION STREET) IF •►- � j:�( i1,}�:f� �. �� , ;.: t..: •.S� `( a 'C' \fs-►. — — — • • �• °'Ai'Ni••T•t'..! •. 'r °( `s�f!J•f i••• �J' Y• �rrr.T / j� • app ! r • nl.:. 11 I! I lyl� . 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'•• i �••. •• n� _. • • •••• i• 1 I IA 2 MM ••' •' • p MIR so. o •••: s. o CM MMFAL 00:0 • `� / r_�- -,_rte_ �i•'•i �•ri=rii • • 1i��i1TT1{{1 .. \ v. ••••• J I O •••�• • L1;....� I C4 •iri•r•• • see • • (� /ICJ• No stir l ate' c /�'� -� �• r �� I ,, ,� �� `• �. j At j ,J • • T '0a • •f• 7 ` I r • • ,,,. r• • s • • • s s Ma ��ii Ipso wt%d3'�Sj� �'�^� .� J `.?F —.__. ¢•la�.yt PW AWMON rs 8% ro .o a u, vo x KARLEEN F. DE KKR, 0*ZWT LJ PAELLAS CD(ATIY_ FLORIDA 14 - 4C194019 OZ- 05-2003 0j:q:j0N MBP PREPARED BY AND RETURN TO: � r'AaES � 51 EAS- SYLU�I HEALTH f RTIES JOAN M. VECCHIOLI, ESQUIRE ACCT t " JOHNSON, BLAKELY, POPE, BOKOR, ;E� AMT —� om RUPPEL & BURNS, PA. AMT 1#:030467% It( :2517 SPG:2051 EPG:2092 911 CHESTNUT STREET RECORDING 042 PAGES 1 X190.50 CLEARWATER, FL 33756 D921 9 rte DOC ,STW _ 1 19 3 $.7G DS °- �T� INT FEES __-- TOTAL: $191.20 P TF — CHECK AMT.TENDERED: $191.20 RE AL V Cfifd x.00 By _ IEF'M CLERK RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION AGREEMENT 20 z �' rn . 0 THIS RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION =r-m AGREEMENT ( "Agreement ") is made as of this j,�� day of �. �� E Nm 2003, between REGENCY OAKS, LLC, a Delaware limited liability ompany =0 ( "Regency "), and SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability m company ( "Sylvan "). Preliminary Statement =Nu ENO Regency is the owner in fee of certain real property (the. "Regency Parcel located in Pinellas County, Florida. The Regency Parcel is more particularly 0-0 described in Exhibit "A" attached hereto. Certain improvements are currently Nw existing on the Regency Parcel. °a Sylvan is the owner in fee of certain real property (the "Sylvan Parcel ") located contiguous to the Regency Parcel. The Sylvan Parcel is more particularly described in Exhibit "B" attached hereto. Certain improvements are currently existing an the Sylvan Parcel. The Regency Parcel and the Sylvan Parcel, as more particularly described on Exhibit "A" and Exhibit "B" are herein collectively referred to as the "Parcels," and each individually as a "Parcel." Sylvan and Regency recognize that it is necessary that they agree and cooperate with respect to the operation and maintenance of their Parcels and the common infrastructure and facilities contained therein. Sylvan and Regency therefore intend herein to grant to each other certain easements and to grant to each other certain rights to use common facilities shared by both Parcels. Sylvan and Regency also intend herein to provide for certain obligations and restrictions with 9 Y p 9 z _ d� respect to the operation and maintenance of their respective Parcels and facilities « Ra U contained therein. Such easements, obligations and restrictions shall run to the 0 benefit of, and bind the respective Parcels, and the owners from time to time of all or any portion thereof. The terms "Regency" or "Sylvan" shall be deemed to refer to c� U such part ies and the respective heirs,, successors, grantees and assigns of such parties (individually the "Owner," or collectively, the "Owners "). NOW, THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, Sylvan and Regency .hereby grant; covenant and agree as follows: PINELLAS COUNTY FLA. OFF . REC . BK 12517 PO 2052 ARTICLE I — GRANT OF EASEMENTS Section .1.01. Grant of Roadway Access Easement. (a) Access Easement. Regency hereby grants, imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive easement for vehicular and pedestrian access over, upon, across and through the paved surfaces lying within the real property described in Exhibit "C" attached hereto and made a part hereof (the "Roadway "), in order to provide vehicular and pedestrian ingress and egress to and from the Sylvan Parcel. (b) Costs and Maintenance. The Owner of the Regency Parcel shall , be responsible for maintenance, repair and replacement of the Roadway so that the Roadway shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. In consideration for this access easement and use of the Roadway, the Owner of the Sylvan Parcel shall bear its proportionate share of all costs and expenses relating to maintaining, repairing and replacing the improvements from time .to time located within and immediately adjacent to the Roadway including, without limitation, pavement, landscaping and spot lighting. The proportionate share charged to the Owner of the Sylvan Parcel shall be based upon the Land Acreage, Formula. For purposes of this Agreement, the "Land Acreage Formula" shall mean the proportion of acreage of the respective Parcel (5.84 acres as to the Sylvan Parcel and 33.77 acres as to the Regency Parcel) in relation to the total number of acres within the Parcels (39.61 acres), which is otherwise stated as 14.74% as to the Sylvan Parcel and.85.26% as to the Regency Parcel. The proportionate share shall be due from the Owner of the Sylvan Parcel within thirty (30) days after demand therefor, as evidenced by supporting documentation. Notwithstanding the foregoing, Sylvan shall not repair, maintain or replace the Roadway improvements unless Regency fails to repair, maintain or replace the same after reasonable notice to Regency by Sylvan of the need for repair, maintenance or replacement, unless exigent circumstances exist which makes the giving of reasonable notice impracticable. Section 1.02. Grant of Water /Fire Line Easement. . (a) Water /Fire Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a .perpetual, nonexclusive easement over, under and across the real property described on Exhibit "A" and Exhibit "B" for potable water /fire line purposes including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (6) on each side of ,tle� centerline of any pipe or line providing potable water /fire service to' the Parc H— check including related facilities such as fire hydrants, Siamese connections and dou valve assemblies, gate valves and meter assemblies, and reasonable ingre and egress thereto, but excluding any pipes or lines that may lie under buildings r 2 0 a El- c.? tz , Li z PINELLAS COUNTY FLA. r.REC.SK 12517 PG 2053 within five feet (6) of buildings (the "Water /Fire Line "). All such pipes, lines, and facilities are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of City Service. This easement shall not be utilized personally by either Sylvan or Regency unless the City of Clearwater. ceases to provide service for the Water /Fire Line through existing easements. (c) Maintenance, Repair and Use of Water /Fire Line. Each Owner shall be responsible for maintenance, repair and replacement of the Water /Fire Line on its., Parcel so that the Water /Fire Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Water /Fire Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Water /Fire Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based .upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage. as determined by separate meters or sub - meters for each Parcel and billed and collected directly by the utility service provider. Each Owner hereby grants to the other Owner and its utility service provider access easements necessary to read water meters. Section 1.03. Grant of Sanitary Sewer Easement. (a) Sanitary Sewer Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, nonexclusive easement over, under, across and through the real property described on Exhibit "A" and Exhibit "B" for the purpose of underground sanitary sewer collection and transmission including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, seven and one -half feet (75) on each side of the centerline of any pipe or line providing sanitary sewer service to the Parcels, including reasonable ingress and egress thereto, but excluding any pipes or lines that may lie under buildings or within . seven and one -half feet (7.5') of buildings (the "Sanitary Sewer Line "). All such pipes and lines are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of City Service. This easement shall not be utilized personally co r� by either Sylvan or Regency unless the City of Clearwater ceases to provide service a C= for the Sanitary Sewer Line through existing easements. J Cl? 0 o Z � E;j 3 PINELLAS COUNTY FLA. OFF,REC,BK 12517 PO 2054 (c) Maintenance. Repair and Use of Sanitary Sewer Line. Each Owner shall be responsible for maintenance, repair and replacement of the Sanitary Sewer Line on its Parcel so that the Sanitary Sewer Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses. incurred in connection with maintenance, repair and replacement of the Sanitary Sewer Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Sanitary Sewer Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. Section 1.04. Grant of Gas Line Easement. (a) Gas Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel ' and the Regency Parcel, respectively, a perpetual, nonexclusive easement over, under, across and through the real property described on Exhibit "A" and Exhibit "B" for the purpose of utilizing underground natural gas facilities including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any pipe or line providing natural gas to the Parcels, including reasonable ingress and egress thereto, but excluding any pipes or lines that. may lie under buildings or within five feet (6) of buildings (the "Gas Line "). All such pipes, lines and facilities are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of City of Clearwater Service. This easement shall not be utilized personally by either Sylvan or Regency unless the City of Clearwater permanently ceases to provide service for the Gas Line through existing easements. (c) Maintenance. Repair and Use of Gas Line. Each Owner shall be responsible for maintenance, repair and replacement of the Gas Line on its Parcel so that the Gas Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Gas Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Gas Line, specifically including fees # imposed by utility service providers, shall be shared among Sylvan and Regency 0 , based upon the Land Acreage Formula unless such costs and expenses are «, ter; allocable according to actual usage as determined, billed and collected directly by a . k the utility service provider. tv u _0 0 Z 4 � L) PINELLR5 COUNTY FLR. OFF.REC.BK 12517 PQ 2055 Section 1.05. Grant of Power Line Easement. (a) Power Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, .nonexclusive easement over, under, across and through the real property described on Exhibit "A" and Exhibit "B" for the purpose of utilizing underground electric lines and facilities including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (6) on each side of the centerline of any line providing electric service to the Parcels, including reasonable ingress and egress thereto, but excluding any lines that may lie under buildings or within five feet (5') of buildings (the "Power Line "). All such lines are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2.003, Project No. 1031. (b) Cessation of Florida Power Service. This easement shall not be utilized personally by either Sylvan or Regency unless Florida Power Corporation ceases to provide service for the Power Line through existing easements. (c) Maintenance. Repair and Use of Power Line. Each Owner shall be responsible for maintenance, repair and replacement of the Power Line on its Parcel so. that the Power Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Power Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Power Line, specifically including fees imposed. by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. Section 1.06. Grant of Telephone Line Easement. ,t (a) Telephone Line Easement. Regency and Sylvan hereby grant, impose � e and establish in favor of Verizon Florida, Inc. ( "Verizon ") a perpetual, nonexclusive «� ' easement over, under,' across and through the real property described on Exhibit "A ""t and Exhibit "B" for the purpose of utilizing underground telephone lines and facilities including, without limitation, construction, installation, operation, maintenance, ZZ.; 0 y 0 repair, replacement, removal and inspection, five feet (6) on each side of the Q W 4"-'0 centerline of any line providing telephone service to the Parcels, including Z reasonable ingress and egress thereto, but.excluding any lines that may lie under buildings or within five feet (5') of buildings (the "Telephone Line "). All such lines are currently in place and serving the Parcels in the approximate locations -shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated 5 PINELLAS COUNTY FLA. OFF.REC.BK 12517 PG 2056 August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of Verizon Service. In the event Verizon ceases to provide service for the Telephone Line, the easement granted by Regency on the Regency Parcel shall run in favor of the Sylvan Parcel and the easement granted by.Sylvan on the Sylvan Parcel shall run in favor of the Regency Parcel. (c) Maintenance, Repair and Use of Telephone Line. Each Owner shall be responsible for maintenance, repair and replacement of the Telephone Line on its Parcel so that the Telephone Line shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection. with maintenance, repair and replacement of the Telephone Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. Section 1.07. Grant of Drainage Easement. (a) Sylvan Drainage Easement. Regency hereby grants, imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive easement for the use, construction, installation, repair, replacement, removal and inspection - of a storm water collection, treatment and conveyance system and related facilities, including inlets, pipes, drains, storm sewers, conduits, collectors, drainage areas ,and /or drainage ditches or channels and other facilities to capture and channel the flow of surface and storm water. All such facilities are currently in place and serving the Parcels in the approximate locations shown on sheet 6 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002,. as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. This easement shall be imposed seven and one -half feet (7.5') on each side of the centerline of any pipe or facility located within the Regency Parcel conveying surface or storm water, together with a drainage easement over the dry detention pond areas, legally described on Exhibit "D" attached hereto, with rights of reasonable ingress and egress thereto (collectively, the "Sylvan Drainage Area "). (b) Regency Drainage Easement. Sylvan hereby grants, imposes and establishes in favor of the Regency Parcel a perpetual, nonexclusive easement for the use, construction, installation, repair, replacement, removal and inspection of a storm water collection, treatment and conveyance system and related facilities, including inlets, pipes, drains, sewers, conduits, collectors, drainage areas and /or drainage ditches or channels and other facilities to capture and channel the flow of surface and storm water. All such facilities are currently in place and serving the—,t � Parcels in the approximate locations shown on sheet 6 of 7 of those certain survey; .!w drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revisedr) January 24, 2003 and signed January 28, 2003, Project No. 1031. This easement= shall be imposed seven and one -half feet (75) on each side of the centerline of any & pipe or facility located within the Sylvan Parcel conveying surface or storm water 9 r i CQ. r "' U PINELLAS COUNTY FLA. OFF,REC.6K 12517 PC 2057 (collectively, the "Regency Drainage Area ").. (The Sylvan Drainage Area and the Regency Drainage Area are collectively the "drainage Areas "). (c) Maintenance. Repair and Use of Drainage Areas. Each Owner shall be responsible for maintenance, repair and - replacement of the Drainage Areas on its Parcel so that the Drainage Areas shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules. and regulations including, without limitation, that certain SWFWMD Construction Permit #402707.03 (the " SWFWMD Construction Permit "). All costs and expenses incurred in connection with maintenance, repair and replacement of the Drainage Areas shall be allocated among Sylvan and Regency based upon the Land Acreage Formula. Section 1.08. Grant of Site Irrigation Easement. (a) Sylvan Site Irrigation Easement. Regency hereby grants, imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive easement for site irrigation including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any irrigation system components including, without limitation, piping, wells; heads, tanks, pumps, controls, and wiring, located on the Regency Parcel, together with an easement over the irrigation compounds, legally described on Exhibit "E" attached hereto, including reasonable ingress and egress thereto (collectively the "Sylvan Irrigation Areas "). All such irrigation system components are currently in place and serving the Parcels. (b) Regency Site Irrigation Easement._ Sylvan hereby grants, imposes and establishes in favor of the Regency Parcel a perpetual, nonexclusive easement for site irrigation including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any irrigation system components including, without limitation, piping, wells, heads, tanks, pumps, controls, and wiring, located on the Sylvan Parcel, including reasonable ingress and egress thereto (the "Regency Irrigation Areas "). All such irrigation system components are currently in place and serving the Parcels. (The Sylvan Irrigation Areas and the Regency Irrigation Areas are collectively the "Irrigation Areas "). (c) Maintenance, Repair and Use of Irrigation Areas. Each Owner shall be responsible for maintenance, repair and replacement of the Irrigation Areas on its Parcel so that the Irrigation Areas shall be and remain in a good, sound, orderly and F' clean condition, in compliance with all applicable governmental ordinances, codes, :00 d rules and regulations including that certain SWFMWD Permit #20010358.001. All T t.. costs and expenses incurred in connection with . maintenance, repair and « 0 U CY.. , , tZ replacement of the Irrigation Areas shall be shared among Sylvan and Regency p e;, proportionately based upon the Land Acreage Formula. All costs incurred in z connection with the continuing use of the Irrigation Areas, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency 7 ! PINELLAS COUNTY FLA. OFF,REC,BK 12517 PO 2058 based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed. and collected directly by the utility service provider. Section 1.09. Grant of Cable Television Easement. (a) Cable Television Line Easement. Regency and Sylvan hereby grant, impose and establish in favor of the Sylvan Parcel and the Regency Parcel, respectively, a perpetual, nonexclusive easement for the purpose of utilizing cable television lines and facilities including, without limitation, construction, installation, operation, maintenance, repair, replacement, removal and inspection, five feet (5') on each side of the centerline of any line located within the real property described in Exhibit "A' and Exhibit "B" providing cable television service to the Parcels, including reasonable ingress and egress thereto, but excluding any lines that may lie under buildings or within five feet (6) of buildings (the "Cable Television Line "). All such lines are currently in place and serving the Parcels in the approximate locations shown on sheet 5 of 7 of those certain survey drawings prepared by ZARRA BOYD, INC. dated August 30, 2002, as last revised January 24, 2003 and signed January 28, 2003, Project No. 1031. (b) Cessation of TimeMarner Cable Service. This easement shall not be utilized personally by either Sylvan or Regency unless Time - Warner Cable permanently ceases to provide service for the Cable Television Line. (c) Maintenance, Repair and Use of Cable Television Line. Each Owner shall be responsible for maintenance, repair and replacement of the Cable Television .Line on its Parcel so that the Cable Television Line shall be and remain in a good, sound; orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. All costs and expenses incurred in connection with maintenance, repair and replacement of the Cable Television Line shall be shared among Sylvan and Regency proportionately based upon the Land Acreage Formula. All costs incurred in connection with the continuing use of the Cable Television Line, specifically including fees imposed by utility service providers, shall be shared among Sylvan and Regency based upon the Land Acreage Formula unless such costs and expenses are allocable according to actual usage as determined, billed and collected directly by the utility service provider. Section 1.10. Grant of Trash Compactor Area and Access Route Easement. (a) Trash Compactor and Access Easement. Regency hereby grants, ; imposes and establishes in favor of the Sylvan Parcel a perpetual, nonexclusive ' easement over, upon, across and through the real property described on Exhibit F�' CS •�;' attached hereto and made a part hereof, in order to provide for Sylvan's use of the', trash compactor located thereon and vehicular and pedestrian ingress and egress tM :,z U and from the Sylvan Parcel and the trash compactor area (the "Trash Compacto; Area and Access Route"). 8 PINELLRS COUNTY FLA. OFF , REC . BK 12517 PG 2059 (b) Costs and Maintenance. The Owner of the Regency Parcel shall be responsible for maintenance, repair and replacement of the Trash Compactor Area and Access Route so that the Trash Compactor Area and Access Route shall be and remain in a good, sound, orderly and clean condition, in compliance with all applicable governmental ordinances, codes, rules and regulations. In consideration for the use of the Trash Compactor Area and Access Route, the Owner of the Sylvan Parcel shall bear its proportionate share of all costs and expenses relating to using, operating, maintaining, repairing and replacing the improvements from time to time located within the Trash Compactor Area and Access Route including, without limitation, trash compacting equipment, pavement, landscaping and lighting. The proportionate share charged to the Owner of the Sylvan Parcel shall be based upon a fraction, the numerator of which shall be the number of individual mobile trash carts dumped from the Sylvan Parcel and the denominator of which shall be the total number of individual mobile trash carts dumped from the Parcels based on studies done from time to time. The proportionate share shall be due from the Owner of the Sylvan Parcel within thirty (30) days after demand therefor as evidenced by supporting documentation. Notwithstanding the foregoing, Sylvan shall not repair, maintain or replace the Trash Compactor Area and Access Route improvements unless Regency fails to repair, maintain or replace the same after reasonable notice to Regency by Sylvan of the need for repair, maintenance or replacement, unless exigent circumstances exist which makes the giving of reasonable notice impracticable. Section 1.11. Additional Improvements. In the event that additional improvements to the foregoing easements are reasonably deemed necessary by an Owner: (a) the Owner requiring such improvements shall be solely responsible for the design and construction of such additional improvements; (b) this Agreement shall be amended and executed by each Parcel Owner for purposes of reflecting the maintenance and repair responsibilities for such improvements; (c) the Owner requiring the improvements . shall cause such upgrades or improvements to be completed promptly once work is initiated; (d) the location of such additional facilities shall. be acceptable to the Owner of the subject Parcels and all reasonable steps shall be taken to minimize any interference with the business operations of the Owner of such Parcel and the improvements ,located thereon, and to prevent any interruption in service; and (e) the Owner requiring the improvements shall be responsible for one hundred percent (100 %) of the costs associated with any upgrades or improvements required to be performed to the existing easements. Section 1.12. Relocation of Utility Easements. Sylvan reserves the right 1- to relocate the easements created under Sections 1.02, 1.03, 1.04, 1.05, 1.06, 1.08 ►`° and 1:09 which are located on the Sylvan Parcel, provided that: (i) such relocation is co F .' performed only after thirty (30) days' written notice to Regency of Sylvan's intention to relocate; (ii) such relocation shall be at the sole cost of Sylvan; and (iii) :' 3 reasonable steps are taken to minimize any interference with the business operations of Regency and to prevent any interruption in use and service. Regenq L, reserves the right to relocate the easements created under Sections 1.02, 1.03, 1.04, 9 PINELLAS COUNTY FLA, OFF,REC,BK 12517 PG 2060 1.05, 1.06, 1.08, 1.09 and 1.1,0 which are located on the Regency Parcel, provided that: (i) such relocation is performed only after thirty (30) days' written notice to Sylvan of Regency's intention to relocate; (ii) such relocation shall be at the sole cost of Regency; and (iii) all reasonable steps are taken to minimize any interference with the business operations of Sylvan, and to prevent any interruption in use and service. Section 1.13. Bindinq Effect. The easement rights described herein shall run with the land and shall benefit and burden the Regency Parcel and the Sylvan Parcel in perpetuity, or until released by a recorded instrument signed by all necessary parties. The easements described herein shall be binding upon Regency and Sylvan and their successors and assigns who own any interest in any portion of the property described in Exhibits "A" and "Q " and each such Owner may grant the benefit of such easements to the tenants and other occupants of the Sylvan Parcel and the Regency Parcel for the duration of such occupancy, and to the customers, employees, agents and business invitees thereof; but same is not intended nor shall it be construed as creating any rights in or for the benefit of the general public nor shall it affect any real property outside of the Parcels. The foregoing easement areas are reserved for such use for the term of this Agreement and shall hereinafter be collectively referred to as the "Easement Areas." Section 1.14. Restrictions. The Easement Areas shall be subject to the covenants and restrictions set forth in Article IV. ARTICLE it — COMMON FACILITIES AND USE Section 2.01. Site Signage. Regency and Sylvan grant to each other the right and license to use the common site signage contained within the Parcels and the signage located at the entrance to the Parcels consistent with the manner currently used. Any changes to an Owner's signage located on the Parcel of another Owner shall be subject to the reasonable approval of such other Owner. 1. . Section 2.02. Communication System Use. Sylvan grants to Regency the right and license to use the private telephone and communication system hardware and software contained in the skilled nursing center located on the Sylvan Parcel. Section 2.03. Street Lighting. Regency and Sylvan grant to each other the right and license to use the existing street lighting on the Parcels for the benefit of each Owner's respective Parcel. Section 2.04. Maintenance. Repair and Use of Common Facilities. Each m "~ o° of the foregoing facilities described in Sections 2.01, 2.02 and 2:03 shall hereinafter be collectively referred to as the "Common Facilities." Each Owner shall b- � O responsible for maintenance, repair and replacement of the Common Facilities on itz Parcel so that the Common Facilities shall be and remain in a good, sound, orderlp tig ; and clean condition, in compliance with all applicable governmental ordinances, 10 P INELLAS COUNTY FLA . OFF . REC . BK 12517 PG 2061 codes, rules and regulations. All costs incurred in connection with the continuing use of the common site signage and street lighting shall be shared proportionately among Sylvan and Regency based upon the Land Acreage Formula. Unless otherwise provided in a separate agreement between the Owners governing telephone services, all costs incurred with the continuing use of the common communication system shall be shared proportionately among Sylvan and Regency based upon the total number of lines in the rotary serving each Parcel. Unless otherwise provided in a separate agreement between the Owners governing telephone services, long distance charges shall be based on traffic studies done from time to time. ARTICLE III — MAINTENANCE AND OPERATION Section 3.01. Maintenance and Repair. (a) Each Owner shall maintain, repair and replace all improved portions of the public areas located on its respective Parcel, so as to keep such areas at all times in a sound, orderly, sightly, good and functional condition to standards of comparable developments in the Pinellas County area. (b) Each Owner shall be responsible for keeping the public areas on. its owrn.Parcel clean and free from refuse and rubbish. (c) Each Owner shall repave, re- stripe and replace markings on the surface of the parking areas and driveways in its Parcel from time to time as and when necessary so as to provide for the orderly parking of automobiles and shall place and maintain adequate exit and entrance and other traffic control signs to direct traffic in and out of said parking areas. (d) Each Owner shall cause all buildings, improvements, Easement Areas and Common Facilities located on its respective Parcel to comply with all applicable requirements of law and governmental regulation applicable thereto, provided however, that an Owner may contest any such law or regulation so long as such contest would not create any material danger of a loss. of title to, or impairment in any way of the use of all or any portion of the Easement Areas and Common Facilities for their intended purposes. (e) All landscaped areas on each Parcel shall be planted, irrigated, mowed and otherwise tended to by the Owner thereof. Section 3.02. Operation and Lighting. C= N (a) Each Owner shall .keep the roadways and parking areas of it respective Parcel open to the clients of the Parcels seven (7) days a week at a i , �, ``t 00 times and lighted after dusk. C, � ea 11 Ri' D . � , T 2 7 2008 Ii Crly or ct Wt-_+*t PINELLPS COUNTY FLR. OFF.REC.BK 12517 PG 2062 (b) Any additional facilities and fixtures to be used in the .lighting of the roadways or parking areas of the Parcels shall be constructed and maintained in accordance with specifications mutually agreed upon by the Owners. Section 3.03. Delegation of Maintenance. The Owners may enter into an agreement, with the consent of the Owners of all Parcels affected thereby, appointing one of the Owners or a third party to perform all or portions of the maintenance and repair of the Easement Areas and Common Facilities. Whether maintenance and repair is performed by a third party or by the respective Owners, and unless otherwise provided in such separate agreement governing such services, each Owner shall be responsible to pay its respective Share (as hereinafter defined) of the costs incurred by the designated party in performing such services, which costs shall include the ordinary operating and maintenance expenditures incurred as well as capital expenditures to the extent so authorized, provided however, that, any expenditure in which another Owner must share for a repair or replacement of the designated party costing $5,000 or more shall require the prior approval of each such Owner. As used - herein, the term "Share" shall be based on the Land Acreage Formula, unless otherwise specified herein. ARTICLE IV — COVENANTS AND RESTRICTIONS Section 4.01. Restrictions on Public Areas. The Parcels shall be subject to the following restrictions which shall be binding on each Owner and each of .its tenants, occupants, employees, agents or invitees: (a) No obstruction to the free flow of traffic and use of the Easement Areas and .:common Facilities shall be permitted, except to the extent, herein .expressly provided for. (b) Any construction shall be conducted in a manner which will limit the maximum extent practicable any interference with the operation of the balance of the Parcels. (c) No portion of the Parcels shall be used for a business or use which creates strong, unusual or offensive odors, fumes, dust or vapors; is a public or private nuisance; emits noise or sounds which are objectionable due to intermittence, beat, frequency, shrillness or loudness; or creates unusual fire, explosive or other hazards. (d) No Parcel may be subdivided, parcelized, split or otherwise divided without the consent of the Owners of all Parcels legally affected thereby. (e) The Regency Parcel may not be used or operated for any purpose other than an independent living facility and /or continuing care and retirement community and related uses; the Sylvan Parcel, may not be used or operated for any purpose other than a skilled nursing facility, an assisted living facility and /or home health care agency and related health care uses. 12 ' 2" 2906 PINELLAS COUNTY FLA. OFF . REC . 8K 12517 PO 2063 (f) Any building erected on any Parcel and any remodeling or reconstruction work undertaken on any existing buildings located on the Parcels: shall at all times be of first quality construction and architectural design and shall at all times conform to the original design concepts of the Parcels including, without limitation, exterior elevations and color thereof; shall be architecturally and aesthetically compatible and harmonious with the other buildings and improvements on the Parcels; and shall comply with the then applicable requirements of all local building codes. ARTICLE V -- LIABILITY INDEMNIFICATION Section 5.01. Liability; Indemnification. Each Owner shall indemnify and hold every other Owner harmless from and against any damages, liability, actions, claims and expenses (including attorneys' fees in a reasonable amount) in connection with the loss of life., personal injury, damage to property or claims of lien for work or labor performed, or materials or supplies furnished, arising from or out of any occurrence in or upon such indemnifying Owner's Parcel. The indemnity and hold harmless provisions of the foregoing sentence shall not apply to damages, liability, actions, claims or expenses: (1) resulting wholly or in part from the tortious. acts or omissions of the indemnified Owner, its tenants, agents, contractors, emptoyees., licensees, or any other party acting by, through or under such Owner, or (2) occasioned wholly or in part by any act or omission of said indemnified Owner, its tenants, agents, contractors, employees, licensees or other party acting by, through or under such Owner, in connection with the use by any such party of any easements or rights benefiting the Parcel of the indemnified Owner and burdening the Parcel of the indemnifying Owner, whether granted under this Agreement or any other agreement. Further, and notwithstanding the foregoing, each Owner shall indemnify and hold every other Owner harmless from and against any damages, liability, actions, claims and expenses (including attorneys' fees in a' reasonable amount) in connection with the loss of life, personal injury, damage to property or claims of. lien for work or labor performed, or materials or supplies furnished, occasioned wholly or in part by any act or omission of such indemnifying Owner, its tenants, agents, contractors, employees, licensees or other party acting by, through or under such Owner, in connection with the use by any such party of any easements or rights granted under this Agreement which burden another Owner's Parcel with uses or improvements which exclusively benefit (as between the indemnifying Owner and the indemnified Owner) the indemnifying Owner's Parcel. The indemnity and hold harmless provisions of the foregoing sentence shall not apply to damages, liability, actions, .claims or expenses resulting wholly or in part from the tortious act or omission of the indemnified Owner, its tenants, agents, contractors, employees, licensees or any other party acting by, through or under such Owner. Section 5.02. Liability Insurance. :Each .Owner shall maintain.or cause to be maintained public liability insurance insuring against claims on account of loss of life, bodily injury or property damage that may arise from, or be occasioned by the ?3 ORIGINAL MIMED, CO-T 2 7 2008 PUW€JWG UA�w �Vi CIS' OM abtu; PINELLAS COUNTY FLA. OFF,REC,BK 12517 PO 2064 condition, use or occupancy of its Parcel or from the use of the Easement Areas and Common Facilities by the Owner and its tenants, agents, contractors, employees, licensees, customers and invitees of such Owner or the occupants of its Parcel to the extent such insurance is generally available at commercially reasonable rates. ARTICLE VI — CASUALTY AND EMINENT DOMAIN Section 6.01. Casualty. (a) If any of the buildings located on any Parcel is damaged or destroyed by fire or other cause, the Owner of such building shall promptly cause either: (i) the repair, restorations, or rebuilding of the building so damaged or destroyed; or (ii) the razing of any damaged building, the filling of any excavation, and performance of any other work necessary to put such portion of the Parcel in a clean, sightly, sound and orderly condition. (b) Unless otherwise specified in this Agreement, in the event any easement - related improvements located within Easement Areas or Common Facilities are damaged or destroyed, the Owner of the Parcel to which such damage has occurred shall promptly cause the repair, restoration or rebuilding of the improvements to the extent necessary to restore them to their previously improved condition and restore such--other areas to the extent necessary to avoid interference with the remaining Easement Areas and Common Facilities. (c) The rights and. obligations contained herein shall be subordinate to the rightJo proceeds contained in any Institutional Mortgage (as hereinafter defined). Section 6.02. Casualty Insurance. In order to assure performance of their respective obligations under Section 6.01, the Owners of the respective Parcels shall cause to be carried fire and extended coverage insurance on all buildings and improvements on their respective Parcels in an amount of the replacement cost of such improvements to the extent such insurance is generally available at commercially reasonable -rates. Section 6.03. Eminent Domain. In the event the whole or any part of the Parcels shall be taken by right of eminent domain or any similar authority of law (a "Taking "), the entire award for the value of the land and improvements so taken shall belong to the Owner of the Parcel so taken or to such Owner's mortgagees or tenants, as their interest may appear, and no other Owner shall have a right to claim any portion of such award by virtue of any interest created by this Agreement. Any Owner of a Parcel which is not the subject of a taking may, however, file a collateral claim with the condemning authority over and above the value of the land being so taken to the extent of any damage suffered by such Owner resulting from the severance of the land or improvements so taken if such claim shall not operate to reduce the award allocable to the Parcel taken. In the event of a partial Taking, the Owner of the portion of the Parcel sa'taken .shall restore the easement - related improvements located within the Easement Areas and Common Facilities of the 14 ORIGINAL RECD jypr �� OCT 2 �7 2008 T�L1'�lh�l�i4 G 1i!'rjt'"Y.`�frY:t..�1y� Cliff' OF Cc,�A; V,AT..U� P INELLAS OUNTYpGL . OFF . REC .6K Owner's Parcel as nearly as possible to the condition existing prior to the Taking without contribution from any other Owner And any portion of any condemnation award necessary therefore shall be held in trust and applied for such purpose, provided that the cost of relocating any utilities shall be borne in accordance with the ratios set forth in Section 3.03 and further provided that all awards applicable to the relocation of utilities shall be first applied to the cost thereof. The rights and obligations contained herein shall be subordinate to the right to proceeds contained in any Institutional Mortgage (as hereinafter defined). ARTICLE VII — REMEDIES Section 7.01. Self Help; Lien Rights Disputes. (a) If any Owner shall default in the performance of an obligation of such Owner (such Owner being herein called a "Defaulting Owner "), which default affects the Owner of another Parcel or any party claiming by, through or under such Owner (an Affected Party"), such Affected Party, in addition to all other remedies it may have at law or in equity, after ten days' prior written notice to the Defaulting Owner and any Institutional Mortgagee under an Institutional Mortgage (as hereinafter defined) (or in the event of an emergency after such notice as is practical under the circumstances), shall have the right to perform such obligation on behalf of the Defaulting Owner, subject to the dispute provisions of Section 7.06. In such event, the Defaulting Owner shall promptly reimburse the Affected Party the cost thereof, together with interest thereon from the date of outlay at a rate equal to the lesser of (i) two, percent in excess of the prime lending rate announced by Citibank, N.A. as its prime rate or (ii) the highest rate permitted by applicable law (the "Interest Rate "). (b) Any such claim for reimbursement, together with interest thereon as aforesaid, shall be secured by a lien on the Parcel and improvements thereon owned by the Defaulting Owner, which lien shall be effective upon the recording of a notice thereof in the Office of the Clerk of the Circuit Court of Pinellas County. The lien shall be subordinate to any mortgage or deed of trust held by an institutional lender now or hereafter affecting the subject Parcel (an .Institutional Mortgage ); and any purchaser at any foreclosure or trustee's sale (as well as any grantee by deed in lieu of foreclosure or trustee's sale) under any such Institutional Mortgage shall take title subject only to liens thereafter accruing pursuant to this Section 7.01. Section 7.02. Injunctive and Other Remedies. In the event of a breach by any Owner of any obligation of this Agreement, the other Owners shall be entitled to obtain an injunction specifically enforcing the performance of such obligation; the Owners hereby acknowledge the inadequacy of legal remedies and the irreparable harm which would be caused by any such breach, and /or to relief by other available legal and equitable remedies from the consequences of such breach. Any action taken or document executed in violation of this Agreement shall be void and may be set aside upon the petition of the other Owners, Any costs and expenses of any such proceeding, including reasonable attorneys' fees incurred at mediation, arbitration, trial, or on appeal, shall be paid by Defaulting Owner and, if recorded 15 ORIGINAL RECWF 01"012 7 2000 CITY 4F O - w q PINELLAS COUNTY FLA. OFF.REC.BK 12517 PO 2066 without Dispute as provided in Section 7.06, shall constitute a lien against the land, and improvements thereon, or.the interests therein, until paid. . Section 7.03. No Waiver. No delay or omission of any Owner in the exercise of any right accruing upon any default of any other Owner shall impair such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any Owner of a breach of, or a default in, any of the terms and conditions of this Agreement by any other Owner shall not be construed to be a waiver of any subsequent breach of or default in the same or any other provision of this Agreement. Except as otherwise specifically provided in this Agreement, (i) no remedy provided in this Agreement shall be exclusive but each shall be cumulative with all other remedies provided. in this Agreement and (ii) all. remedies at law or in equity, shall be available. Section 7.04. Non- Terminable Agreement. No breach of the provisions of this Agreement shall entitle any Owner or party to cancel, rescind or otherwise terminate this Agreement, but such limitation shall not affect, in any manner, any other rights or remedies which any party may have hereunder by reason of any breach of the provisions of this Agreement. No breach of the provisions of this Agreement shall defeat or render invalid the lien of any mortgage or deed of trust made - in good faith for value covering any part of the Parcels, and any improvements thereon. Section 7.05. Force Maieure. In the event any Owner or any other party shall, be delayed or hindered in or prevented from the performance of any act required to be performed by such party by reason of Acts of God, strikes, lockouts, unavailability of materials, failure of power, prohibitive governmental laws or regulations, riots, insurrections, the act or failure to act of the other party, adverse weather conditions preventing the performance of work as certified to by an architect, war or other reason beyond such party's control, then the time for performance of such act shall be .extended for a period equivalent to the period of such delay. Lack of adequate funds or financial inability to perform shall not be deemed to be a cause beyond the control of such party. Section 7.06. Dispute. In the event of any dispute as to the necessity'of any required action or the propriety of any action taken with respect thereto or the appropriate cost or expense of such action which is the subject of reimbursement, if any, or any other claims or dispute under this Agreement ( "Dispute ") the disputing party ("Disputing Party) shall notify the other party in writing as to the nature of any such Dispute within ten. (10) days of any notice of default, claim or lien sent by any Affected Party or Owner. In the event of a Dispute, any action taken by the Affected Party shall be subject to the rights of the Disputing Party in all respect and no lien or notice thereof shall become effective until the judicial determination of such Dispute or settlement agreed to by the parties. Any costs and expenses of any litigation determining such Dispute., including . reasonable attorney's fees incurred at mediation, arbitration, trial, on appeal or in connection with post - judgment collection proceedings, shall be paid by the party judicially determined to be at fault or in error. ML ORIOIM RxCPWr ,0`07 2 7 2008 hI CITY Oc C. �AqI,; f �; PINELLAS COUNTY FLA, OFF.REC.BK 12517 PO 2067 Notwithstanding the foregoing, if an emergency exists or if the failure to take any action might subject a party to fine or> prosecytion for a crime or constitute a default under any mortgage or deed of trust, the party whose Parcel is so affected shall have the right, prior to adjudication of the Dispute as aforesaid, to take reasonable steps so as to .protect its position, the propriety of which as well as the reimbursement of the resulting costs shall be adjudicated as aforesaid to be in default or error in such Dispute. ARTICLE VIII — TERM Section 8.01. This Agreement and the easements, rights, obligations and liabilities created hereby shall be perpetual to the extent permitted by law. ARTICLE IX — EFFECT OF INSTRUMENT Section 9.01. Mortgage Subordination. Any mortgage or deed of trust affecting any portion of the Parcels shall at all times be subject and subordinate to the terms of this Agreement, except to the extent expressly otherwise provided herein, and any party foreclosing any such mortgage or deed of trust, or acquiring title by deed in lieu of foreclosure or trustee's sale shall acquire title subject to all of the.terms and provisions of this Agreement, subject to Section 7.01(b) hereof. Each party,-hereto represents and warrants to the other parties that there is no presently existing mortgage or deed of trust lien on its Parcel,. other than mortgage or deed of trustdiens that are expressly subordinate to the provisions of this Agreement or for which. the holder of such mortgage or deed of trust lien has executed an express confirmation or consent to be recorded in connection with .this Agreement. Section 9.02. Binding Effect. Every agreement, covenant, promise, undertaking, condition, easement, right, privilege, option and restriction made, granted or assumed, as the case may be, by either party to this Agreement is made by such party not only personally for the benefit of the other party hereto but .also as . Owner of a portion of the Parcels and shall constitute equitable servitude on the portion of the Parcels owned by such party appurtenant to and for the benefit of the other portions of the Parcels. Any transferee of any part of the Parcels shall automatically be deemed, by acceptance of the title to any portion of the Parcels, to have assumed all obligations of this Agreement relating thereto to the extent of its interest in its Parcel and to have agreed with the then Owner or Owners of all other portions of the Parcels to execute any and all instruments and to do any and all things reasonably required to carry out the intention of this Agreement and the transferor shall. upon the completion of such transfer be relieved of all further liability under this Agreement except liability with respect to matters that may have arisen during its period of ownership of the portion of the Parcels so conveyed that remain unsatisfied. Section 9.03. Non - Dedication. Nothing contained in this Agreement shall be deemed to be a gift or dedication of any portion of the Parcels to the general public or for any public use or purpose whatsoever, it being. the intention of -the 17 ORIGINAL REE VED VCT 27 2008 Ptk4N#W, G Wj*gge ;T CITY OI" �i.A �rii�1T PINELLRS COUNTY FLR, OFF,REC.BK 12517 PG 2068 parties hereto and their successors and assigns and that nothing in this Agreement, expressed or implied, shall confer upon any person, other than the parties hereto and their successors and assigns, any rights or remedies under or by reason of this Agreement. Section 9.04. Responsibility. Notwithstanding anything to the contrary contained in this instrument, each Owner shall be liable and responsible for the obligations; covenants, agreements and responsibilities created by this Agreement and for any judgment rendered hereon only to the extent of its respective interest in the land and improvements on the Defaulting Owner's Parcel. ARTICLE X — NOTICES Section 10.01. Any notice, :report or demand required, permitted or desired to be given under this Agreement shall be in writing and shall be deemed to have been sufficiently given or served for all purposes if it is mailed by registered or certified mail, return receipt-requested, or guaranteed overnight delivery service as the respective parties may from time to time designate by like notice, on the third business day following the date of such mailing: If to Regency: Regency Oaks, LLC c/o SHP Senior Housing Fund, LLC 630 Fifth Avenue, 29th Floor New York, NY 10111 Attn: Craig E. Anderson With a copy to: Holland & Knight LLP 315 South Calhoun Street Suite 600 Tallahassee FL 32301 Attn: Morris H. Miller If to Sylvan: Sylvan.Health Properties, LLC 18167 US 19 N., Suite 660 Clearwater, FL 33764 Attn: Neil Ezell With a copy to: Joan M. Vecchioli, Esq. 911 Chestnut St. Clearwater, FL 33756 18 ORIGINAL VEM D 0C"T 2 7 2006 PLAIlIvINWIG C Y OF CL. AVW, T ' ARTICLE XI — MISCELLANEOUS Section 11.01. PINELLAS COUNTY FLA, OFF,REC,BK 12517 PO 2OSS (a) If any provision of this Agreement, or portion thereof, or the application thereof to any person or circumstances, shall, to any extent be held invalid, inoperative or unenforceable, the remainder of this Agreement, or the application of such provision or portion thereof to any other.persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid provision affects the consideration for this Agreement; and each provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. (b) This Agreement shall be construed in accordance with the laws of the State of Florida. (c): The Article headings in this Agreement are for.-convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not be considered in any construction or interpretation of this Agreement or any part hereof. (d) Nothing in this Agreement shall be construed to make the parties hereto partners or joint venturers or render either of said parties liable for the debts or obligations of the other. (e) This Agreement shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto. (f) This Agreement may be amended, modified, or terminated at any time by a declaration in writing, executed and acknowledged by all the parties to the Agreement or their successors or assigns; this Agreement shall not be otherwise amended, modified or terminated during the term hereof. (g) Time.is of the essence of this Agreement and every provision hereof. (h) In any action brought to 'enforce the terms hereof, venue shall lie solely in Pinellas County, Florida. (i) Each Owner shall at any time upon not less than ten (10) days' prior written notice from another Owner execute,. acknowledge and deliver to the requesting Owner and /or any lender or purchaser designated by such Owner a statement in writing (i) certifying that this Agreement is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying that this Agreement, as so modified, is in full force and effect) and the date to which any contributions or assessments are paid, if applicable, and (ii) acknowledging that there are not, to Owner's knowledge, any uncured defaults on the part of any Owner hereunder, or specifying such defaults if any are claimed. Any such statement may be conclusively relied upon by any purchaser or encumbrancer of the Parcels. 19 ORIGI REC'EMD D "T 27 2000 PLANNNNro C":Q'Ryj, 7, C1 aY OF CLtftlr w PINELLAS COUNTY FLA. OFF,REC,BK 12517 PG 2070 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the day and year first above written. WITNESSES: P Q" C r6 b 7 r d---- __PA '_ Print: Q 1-A to ' Ll Tel W, twA 20 REGENCY OAKS, LLC, a Delaware limited liability company By: SHP SENIOR HOUSING . FUND, LLC, a Delaware limited liability company, its Manager By: SHP ASSET MANAGEMENT, LLC, a Delaware limited liability company, its Manager By: RAIG . ANDERSON, its Manager SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability company By: CLEARWATER LAND COMPANY, a Florida corporation, its Managing Member By: _. R. KELL Y JOHNSON, its President STATE OF FLORIDA COUNTY OF PINELLAS ) ORIGINAL RECD 27 2008 laiAi N%ra p�' jT CI i Y OF C"Mzv ;Ag C-P' PINELLAS COUNTY FLA. OFF.REC.BK 12517 PG 2071 Subscribed and sworn to before me by CRAIG E. ANDERSON, as Manager of SHP ASSET MANAGEMENT, LLC, a Delaware limited liability company, as Manager of SHP SENIOR HOUSING FUND, LLC, a Delaware limited liability company, as Manager of REGENCY OAKS, C. a Delaware,* ited liability company, who, is personally known to me; or as produced Y S ,\4 ( pe of identification), who personally appeared before me this A_r-.,V day of 2003. (Signature of Notary Public) (Type, Print or Stamp Commissioned Name of Notary Public) Date of Expiration and Number of Commission: NAY " BONNIE L RICH LOW", MY COMMISSION # DD 063493 a'• EXPIRES: October 19, 2005 STATE OF FLORIDA ) " a .n�P, ft clad COUNTY OF PINELLAS ) Subscribed and sworn to before me by R. KELLEY JOHNSON, as President of CLEARWATER LAND . 'COMPANY, a Florida corporation, as Managing . Member of SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability company, who, personally known to me; or ❑ has produced (type of identification), who personally appeared before me_this 1�ay of 03. (Signs ure of Notary Public) (Type, Print or Stamp Commissioned Name of Notary Public) Date of Expiration and Number of Commi t, r1 , BONNIE RICH MY COMMISSION # DO 063493 P` EXPIRES: October 19. 2005 21 EXHIBITS: Exhibit "A" Exhibit "B" Exhibit "C" Exhibit "D" Exhibit "E" Exhibit "F" ORIGIM IECED G,CT 27 2000 My OF CLtAqVuwe,K_: PINELLAS COUNTY FLA, OFF,REC.9K 12517 Pa 2072 — Legal Description Regency Parcel - Legal Description Sylvan Parcel Legal Description Roadway Access Easement — Legal Description Drainage Easement Dry detention ponds — Legal Description Irrigation Compounds Legal Description Trash Compactor and Access Route 22 ORIGINAL l D .'.I 2 7 2000 CITY OF CI t-A0WWj PINELLAS COUNTY FLA. OFF,REC,BK 12517 PO 2073 CONSENT, JOINDER AND $UBORDINATION OF MORTGAGEE The undersigned holder of that certain Mortgage described on Schedule "1," attached hereto and made a part. hereof (collectively, the "Mortgage "), has executed this document to consent to, join in, subject and subordinate all of its interest under the. Mortgage to the easements, rights, covenants and servitudes granted under the foregoing instrument. WITNESSES: Print name--. Du Print STATE OF FLORIDA COUNTY OF PINELLAS LENDER: BANK OF AMERICA, N.A., a national banking .association By: ...� STEVEN H. COHN, Senior Vice President Cohh The foregoing instrument was acknowledged before me by STEVEN H. 4991 lEPd; as Senior Vice President of BANK OF AMERICA, N.A., a national banking association, who, is personally known to me; or ❑ has produced (ty a of identification), who personally appeared before me this 3 ! day of 2003, on behalf of the bank. 1130/2003 1:10 PM d -14 10098.103513 #283699 vi - REA re Regency Oaks and Sylvan Health 23 (Sigria6re of Notary Public);.,; 'r'.p Joan T. Baker ' E,gComrnission 0 CC 916309 y; °a : Expires April 16, 2004 S. 71rcu (Type, Print or Stamp Commissioned Name of Notary Public) Date of Expiration and Number of Commission: �ORIC�I�t• �P- 27 2008 PIAN11 WG Wes40- 4 CITY O` CIL SCHEDULE1 PINELLRS COUNTY FLR. OFF .REC .SK 12517 PG 2074 Mortgage from CLEARWATER LAND COMPANY, a Florida corporation (Mortgagor) and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida corporation (Ground Lessor) to FIRST FLORIDA BANK, N.A., dated May 31, 1990 and recorded June 1, 1990 in Official Records Book 7291, page 1, in the original principal amount of $25,000,000.00, which has been modified by Subordination, Modification and. Estoppel Agreement. recorded in Official Records Book 7291, page 82, said mortgage has been assigned to XEROX CREDIT CORPORATION, a Delaware corporation by Assignment of Recorded Loan Documents recorded January 9, 1992 in Official Records Book 778.1, page 1739 and Mortgage from CLEARWATER LAND COMPANY, a Florida corporation (Mortgagor) and SYLVAN ABBEY MEMORIAL PARK, INC., a Florida corporation (Ground Lessor) to XEROX CREDIT CORPORATION, a Delaware corporation, dated May 31, 1990 and recorded June 1, 1990 in Official Records Book 7291, page 108, in. the original principal amount of $2,500,000.00. Said mortgages have been assigned to BARNETT BANK, N.A., a National Banking Association, successor by merger to BARNETT BANK OF PINELLAS COUNTY, by Assignment of Notes, Mortgages and Loan Documents recorded January 10, 1997 in Official Records Book 9578, page 225, and further amended and consolidated by Modification to Mortgage and Security Agreement recorded January 10, 1997 in Official Records Book 9578, page 237, and by Future Advance, Consolidation And Mortgage Modification Agreement recorded October 28, 1998 in Official Records Book 10285, page 842, as further amended by Mortgage Modification and Spreader Agreement recorded January 6, 1999 . in Official Records Book 10363, page 1474, and as amended by ASSUMPTION, FUTURE ADVANCE AND MORTGAGE MODIFICATION AGREEMENT recorded simultaneously herewith. #284814 v1 - Johnson/EzelVRegency /REA/Sch/1 ORIGINAL RED AAppOryCT X n n 2.7 2008 4. EXHIBIT A CITYO LEGAL DESCRIPTION REGENCY PARCEL PINELLAS COUNTY FLA. OFF.REC.8K 12517 PO 2075 TRACT A: Being a portion of the Northeast 1/4 of the Northwest 1/4 of Section 5,.Township 29 South, Range 16 East, Pinellas-County, Florida and being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5: thence N. 89 degrees 39' 20" W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 33.00 feet to the POINT OF BEGINNING;. thence continue N. 89 degrees 39' 20" W., along said South line and along the Northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, PlatBook 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 1311.05 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48' 56" E., along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 1336.20 feet to the Southwest corner of the plat of LAKE CHAUTAUQUA ESTATES, as recorded in Plat Book 90, page 22, of the Public Records of Pinellas County, Florida; thence S. 89 degrees 42' 36" E., along the North line of the Northeast 1/4 of the Northwest 1/4 of said Section 5 (being the basis of bearings of this description), same also being the South boundary line of aforesaid LAKE CHAUTAUQUA ESTATES, for 630.00 feet to the point of intersection with the Westerly right -of -way line of 2ND STREET EAST; thence S. 00 degrees 02' 32" W., along said Westerly right -of -way line, for 30.00 feet; thence S. 89 degrees 42' 36" E., along, the south right -of -way line of 2ND STREET.EAST, and along a line 30.00 feet South of and parallel to the North line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 670.63 feet to the West right -of -way line of Soule Road; thence S. 00 degrees 22' 34" W., along a said West line and along a line 33.00 feet West of and parallel to the East line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 1307.39 feet to the POINT OF BEGINNING. LESS AND EXCEPT THEREFROM THE FOLLOWING (TO BE KNOWN AS TRACT B): COMMENCE at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N. 89 degrees 39' 20 W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, also being the northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 1015.80 feet to the POINT OF BEGINNING; thence continue along said line N. 89 degrees 39' 20" W., for 328.25 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48' 56" E., along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 337.03 feet; thence N. 37 degrees 22' 44" E., for '392.31 feet; thence N 07 degrees 57' 17" E, for 29.55 feet; thence S. 42 degrees 51' 57" E, for 57.73 feet; thence S. 34 degrees 36' 08" E., for 119.85 feet; thence S. 44 degrees 35' 25" E., for 107.76 feet; thence S. 33 degrees 40' 06" E., for 80.61 feet; thence S. 44 degrees 16' 55" E., for 158.55 feet; thence S. 28 degrees 42' 43" E., for 45.96 feet; thence S. 14 degrees 10.' 34" E., for 82.48 feet; thence S. 63 degrees 33' 50" W., for 19.88 feet; thence N. 29 degrees 31' 38" W., for 78.31 feet; thence S. 47 degrees 45'44" W., for 328.30 feet to the POINT OF BEGINNING. ORIGINAL r 2 7 2008 W 4 1, EXHIBIT "B" alyOF L �P, -, LEGAL DESCRIPTION SYLVAN PARCEL PINELLAS COUNTY FLA. OFF,REC.BK 12517 PO 2076 TRACT B: Being a portion of the Northeast 1'/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the .Northeast 1/4 of the Northwest 1/4 said Section 5; thence N. 89 degrees 39'20 "W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section S, also being the northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38, and Plat Book 95, Page 90, respectively, of the Public Records.of Pinellas County, Florida, for 1015.80 feet to the Point of Beginning: thence continue along said line N. 89 degrees 39'20 "W., for 328.25 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48'56 "E., along the West line of the Northeast 1/4 of the Northwest 1 /4.of said Section 5, for 337.03 feet; thence N. 37 degrees 22'44 "E., for 392:31 feet; thence N. 07 degrees 57'17 "E., for 29.55 feet; thence S. 42 degrees 51'17 "E., for 57.73 feet; thence S. 34 degrees 36'08 "E., for 119.85 feet; thence S. 44 degrees 35'25 "E., for 107.76 feet; thence S. 33 degrees 40'06 "E., for 80.61 feet; thence S. 44 degrees 16'55 "E., for 158.55 feet; thence S. 28 degrees 42'43 "E., for 45.96 feet; thence S. 14 degrees 10'34 "E., for 82.48 feet; thence S. 63 degrees 33'50 "W., for 19.88 feet; thence N. 29 degrees 31'38 "W., for 78.31 feet; thence S. 47 degrees 45'44 "W., for 328.30 feet to the Point of Beginning. ORIGINAL GrIi 27 2000 CNN Ci Asp EXHIBIT "C" ROADWAY.ACCESS EASEMENT LEGAL. DESCRIPTION Property Description: Access Easement PINELLAS COUNTY FLA. OFF.REC.BK 12517 PG 2077 A thirty (30) foot wide strip of land lying within the Northeast 1/4 of the Northwest 114 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being that property lying 15 feet on each side of the following described centerlines: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N89 °3970 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 33.00 feet to the West right -of -way line of Soule i Road; thence N00°22'34 "E along said West line and along aline 33.00 feet west of and parallel with the East line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 503.14 feet to a point hereinafter referred to as Point "A'; thence continue along said West line and said parallel line N00°22'34 "E, for 60.68 feet to POINT OF BEGINNING # 1, with the sidelines of this portion of the easement being lengthened or shortened in order to terminate at their intersection with said line; i thence S86 °03'31 "W, for 36.23 feet;'fhenee S69° l 5'37 "W, for 82.48 feet; thence S88°28'02 "W, for 100.97 feet to a point on the easterly edge of the portion of this access easement which is described below and being the POINT OF TERMINATION #2, with the sidelines of this portion of the easement being lengthened or shortened in order to terminate at their intersection with said easterly edge which bears S02 004'29 "W: ALONG WITH: BEGIN at the previously referenced and described Point "A" which will.also hereinafter be referred to as POINT OF BEGINNING #2, with the sidelines of this portion of the easement being lengthened or shortened in order to terminate at their intersection with said West right -of -way line and said parallel line; thence S77 °46'24 "W, for 34.56 feet; thence S69°29'42 "W, for 63.03 feet; thence S85 °56'1 5 "W, for 138.72 feet to a point hereinafter, referred to as Point "B "; thence $02°04'29 "W,' for 15.72 feet; thencc S09 °00'51 "E, for 96.17 feet; thence S05 °48'28 "E, for 69.51 feet; thence Sl3°24'52 "W, for 65.32 feet; thence S30 °1 6'48 "W, for 55.84 feet; thence S46 °49'35 "W, for 59.77 feet; thence S65 °44'41 "W, for 69.91 feet; thence S85 °08'35 "W, for 65.08 feet; thence N79 °02'42 "W, for 211.26 feet; thence N50 053'5.0 "W, for 50.31 feet; thence.along lines being 15.00 feet northeasterly of and parallel with the northeasterly boundary lines of Tract B the following seven (7) courses; (1) thence N 14 °10'34 "W, for 86.39 feet; (2) thence N28 °42'43 "W, for 49.92 feet; (3)'thence N44 °16'55 "W, for 159.21 feet; (4) thence N33 °40'06 "W, for 80.65 feet; (5) thence N44°35'25 "W, for 107.88 feet; (6) thence N34°36'08 "W, for 119.62 feet; (7) thence N42 °5 1'57 "W, for 60.81 feet; thence N61 °00'20 "W, for 29.35 -feet; thence N43 °10'34 "W, for 50.87 feet; thence N34 °4 1'57 "W, for 31.18 feet; thence N25 °17' 10 "W, for 37.97 feet; thence N09 °46'06 "W, for 66.78 feet; thence N20°23'34 "E, for 69.42 feet; thence N39025'04 "E, for 49.94 feet; thence N35038'50 "E, for 31.31 feet; thence N20°2 1'57 "E, for 57.48 feet; thence N 11008'11 "E, for 66.06 feet; thence N20 °45'51 "E, for 66.68 feet; thence N38 °04'30 "E, for 51.73 feet; thence N57 °3 1'53 "E, for 69.61 feet; thence N77°35' 12 "E, for 64.57 feet; thence N89 003'51 "E, for 71.63 feet; thence S84°05'59 "E, for 73.06 feet; thence. S79 °08'39 "E, for 84.37 feet to a. point hereinafter referred to as Point "C "; thence S78 °02'44 "E, for 224.93 feet; thence S62 °03'02 "E; for 71.82 feet; thence S36°23'52 "E, for 69.16 feet; thence S 12 °5T37 "E, for 62.65 feet; thence SO4 °50'36 "E, for 77.11 feet; thence S23 °00'01 "E, for 88.40 feet; thence S239 6'53 "E, for 137.33 feet; thence S08 °43'55 "E, for 71.51 feet; thence S08 °50'09 "W, for 129.83 feet; thence S02 004'29 "W, for 110.41 feet to the previously referenced and described Point "B" also being the POINT OF TERMINATION 92. ALONG WITH: BEGIN at the previously referenced and described Point "C" which will also hereinafter be referred to as POINT OF BEGINNING #3; thence N00 °47'03 "E, for 56.13 feet to a Point on the South right -of- -way line of 2nd Street East and the POINT OF TERMINATION #3 with the sidelines of the easement area being lengthened or shortened to terminate at their intersection with said right -of-way line, (and it's westerly extension), which bears N89 °42'36 "W. v vv 0 op .q FOP if a I -D -0 -0 a 00 a 00 moo 31II � 3 g�3 Fill n 0 0 a �" 'Q •t : -0 f? y '' O M x = y to o cn CL i7i - - -- I' - A 0 . Proposed 30' ti; ;!; O N H Access Easement 1, p R/W LINE �O SOULE ROAD O r, a m 00 EAST LINE n r � 00 O NE 1/4 NW 1/4 SEC. 5 �p A N NO n O to C M ° �o �{ N31 a - O• CD �?RIC3i+�l» MIT 27 2008 P INELLRS �� OFF,REC.e COUNTY FLR �i.�'vIMI ' 4, �� '? K 12517 P CI iY dP Cll+h�`. ?'� :. t . ,, Q 2079 EXHIBIT "t" DRAINAGE EASEMENT DETENTION PONDS LEGAL DESCRIPTION PROPERTY DESCRIPTION: Dry Detention Pond 10 A parcel of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 702.40 feet; thence N00°20'40 "E, for 615.09 feet to the POINT OF BEGINNING; thence N89 °48'29 "W, for 280.70 feet; thence N35 °07'42 "W, for 63.31 feet; thence N40 °47'22 "E, for. 64.30 feet; thence . S88 °19'01 "E, for 76.67 feet; thence S89 05607 "E, for 93.17 feet; thence N58 °34'15 "E, for 81.54 feet; thence S73 °47'19 "E, for 18.58 feet; thence S34 006'57 "E, for 17.80 feet; thence S16 040'28 "E, for 27.58 feet; thence S00 °00'01 "W, for 95.21 feet to the POINT OF BEGINNING, and containing 0.74 acres, more or less (32,041 square feet, more or less). PROPERTY DESCRIPTION: Dry Detention Pond 20 Being a portion of the Northeast '/4 of the Northwest '/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: COMNMNCE at the Southeast corner of the Northeast' /4 of the Northwest'' /4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast '/4 of the Northwest '/ of said Section 5 and along the Northerly boundary lines of ROBINWOOD SUBDIVISION,. ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 1344.05 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N00°48'56 "E along the West line of.the Northeast % of the Northwest '/4 of said Section 5, for 537.55 feet to the POINT OF BEGINNING; thence continue along said West line N00 °48'56 "E, for 494.96 feet; thence S65 °5T47E,. for 119.45 feet; thence S71 °12'32 "E, for 28.25 feet; thence 521°33'05 "E, for 30.37 feet; thence S25'1 6'12"W, for 34.28 feet; thence S 12'54'13 "W, for 66.3 .5 feet; thence S 14 °20' 16 "E, for 68.94 feet; thence S30 °03'56 "E, for 71.13 feet; thence S42 °50'55 "E, for 88.95 feet; thence S1 1'2234"W, for 11.86 feet; thence S37 °40'31 "W, for 254.41 feet; thence N40 °36'25 "W, for 122.87 feet to the POINT OF BEGINNING, and containing1.90 acres, more or less (82,736 square feet, more or less). ORIGINAL I 27 2Q08 P INELLPS COUNTY FLP . PLAIN _ OFF,REC.BK 12517 PG 2080 EXHIBIT "b" DRAINAGE EASEMENT DETENTION PONDS LEGAL DESCRIPTION PROPERTY DESCRIPTION: Dry Detention Pond 30 Being a portion of the Northeast '/4 of the Northwest '/, of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being. further described as follows: COMAIENCE at the Southeast corner of the Northeast'/ of the Northwest' /4 of said Section 5; thence N89 °39'20'. W along. the South line of the Northeast %4 of the Northwest %4 of said Section 5, for 99.01 feet to the POINT OF BEGINNING; thence continue N89 °39'20 "W along said South line and along the Northerly boundary lines. of ROBIN-WOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book. 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 702.69 feet; thence N42 °44'18 "W, for 144.88 feet; thence.N47 °45'44 "E, for 171.52 feet; thence S28 123'42 "E, for 75.33 feet; thence S42 °56'39 "E, for 47.57 feet; thence S77 °3 1'09 "E, for 107.55 feet; thence S81 005'26 "E, for 113.96 feet; thence S83 °2447 "E, for 47.22 feet; thence N80 °34'31 "E, for 79.00 feet; thence N60 °54'08 "E, for 68.33 feet; thence N41 039'42 "E, for 69.69 feet; thence N23 °50'42 "E, for 70.50 feet; thence N04 048'07 "E, for 70.49 feet; thence N10 °06'03 "W, for 66.04 feet; thence N10 005'55 "W, for 59.04 feet; thence S81 °28'18 "E, for 77.94 feet; thence S85 °13'40 "E, for 103.27 feet; thence S00 °50'32 "W, for 171.35 feet; thence S00°22'25 "W, for 208.86 feet; thence S42 °2 1'42 "W, for 46.39 feet to the POINT OF BEGINNING, and containing 3.35 acres, more or less (145,964 square feet, more or less). ORIGINAL r r-0 PLANNWIG CRY 01V CLEAr?V'j,A*1 EXHIBIT "D" SKETCH PINELLAS COUNTY FLA, OFF,REC.BK 12517 PG 2081 • • • • • TOP OF BANK DRY DETENTION POND to ... P.O.B. SOUTH LINE OF NE 1/4 OF NW 1/4 SEC.5 SOUTH PROPERTY LINE P.O.C. - Point of Commencement P.O.B. — Point of .Beginning .JOB NO. 1031 TMS IS NOT A SURVEY DATE CALCULATED DRAWN CI�CKED IlE1A 11/19/02 M IM ML/J8 ,8 SKETCH ZARRA BOYD, INC. W Engineering. Surveying and Planning 1490 8eltreee, Dunedin, Florida 34698 LEI 6472 (727)738 -9010 Fox(727)733 -0083 1" = 60, P.O.C. . SE CORNER OF NE 1/4 I OF NW 1/4 SEC.5 DRY DETENTION POND 10 REGENCY OAKS III ., Fry OCT 27 2008 EXHIBIT "D" c{r' C`° CLtA! W s� SKETCH z F, :. DRY DETENTION POND 20 O..................... O :.. I... .............. P.O.B. a O a a 3 P INELI I COUNTY FLA , OFF.REC. -K 12517 PG 2082 SOUTH PROPERTY LINE SOUTH LINE OF NE 1/4 OF N 1/4 SEC.5 A P.O.C. Northerly boundary lines of ItOBINWOOD SUBDIVISION, SE CORNER OF NE 1/4 OB1N WOOD SUBDIVISION FIRST AMMON and THE ELKS, as recorded in Plat Book OF NW 1/4 SEC. 5 4 page 99, Plat Book fi 1, pagc 38 and Plat Book 95, pagc 90, respectively, of the Public mords of Pinellas County, Florida JOB N0. 1031 THIS IS NOT A SURVEY DATE CALMLATED DRAWN CHECKID ITE]J 11/19/02 ML /.B ML/JB ,S SK£TCN tE 6472 —I P.O,C. Point of Commencement ZARRE D, I P.O.8. Point of Eleginning Eng�,'9 °"d P DRY DETENTION POND. 2D1480 8eltre, Florid° (727)738 -9010 Fax(e727�733 - REGENCY OAKS �ral�oc��►_ OCT 27 7000 PINELLAS COUNTY FLA, OFF,REC,8K 12517 PG 2083 EXHIBIT "D" SKETCH. /., ... . DRY DETENTION \ .... POND 30 NorUlcrly bound . .... . I(OIJINWOOD SUBDI VISION 1'lltST ADDI "1cs u ItOd 71Nli OOID SUUDDIVISION,� 52, Payc 99. flat Buok 61, Page 78 and AD Book 95, racordcd'ul ] lal Book P.O.B. I)ljl liccurds of f'incll u Cuunly, 17orida N9c 90, respcglivcly, of lilt Public SOUTH LINE OF NE 1/4 OF NW 1/4 SEC.5 SOUTH PROPERTY LINE P.O,C. Point of Commoncomcnt . P.O.B. •. Point of 130glnnln9 JOB NQ 1031 THIS IS NOT A SURVEY DATE CAIMLATED DRAWN CHEDID FIT 11/19/02 ML /Jl3 ML/Ja Je SKETCH ] —QM�ZARRA BOYD, INC. E++9in�ing, Surveying and Planning 1480 Baltreea, punadin, Florida 34698 LB 6472 (727)738 -9010 Foc(727)733 -0083 1'— 120' P.O.0 zkn O.W W 03 U Z NO DRY DETENTION POND, 30 REGENCY OAKS ORIOWA l + FD 27 2000 EXHIBIT "E" PL ,N,,` G C-�; ,QTti� IRRIGATION.COMPOUNDS CITY 0r Cl. LEGAL DESCRIPTION Property Description: North Irrigation Compound PINELLAS COUNTY FLA. OFF.REC.9K 12517 PG 2094 A parcel of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as.follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest .1/4 of said Section 5; thence N89 039'20 "W along the South line of.the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 646.12 feet; thence N00 °20'40 "E, for 1257.09 feet to a point on the northerly edge of the thirty foot wide access easement and the POINT OF BEGINNING; thence along said easement edge the following two (2) courses; (1) thence N78 °02'44 "W, for 28.63 feet; (2) thence N00 °47'03 "E, for 43.94 feet to the South right -of -way line of 2nd Street'East; thence along said right -of -way line S89 °42'36 "E, for 34.76 feet; thence S08 °2544 "W, for.50.23 feet to the POINT OF BEGINNING and containing 1,481 square feet, more or less. Property Description: South Irrigation Compound - A parcel of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N89 °39'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 617.09 feet; thence N00 °20'40 "E, for 73.45 feet to the POINT OF BEGINNING; thence N79 °52'04 "W, for 32.71 feet; thence N61 °15'20 "W, for 36.81 feet; thence N59 23 49 W, for 36.64 feet; thence N30 °30'40 "E, for 31.30 feet to a point on the southerly edge of the thirty foot wide access easement; thence along said easement edge the following two (2) courses; (1) thence S50 °53'50 "E, for 36.03 feet; (2) thence S79 °02'42 "E, for 60.51 feet; thence. leaving said southerly edge S11 °45'23 "W, for 35.59 feet to the POINT OF BEGINNING and containing 3,185 square feet, more or less. P INELLR5 COUNTY FLR . r" OFF.REC.8K 12517 PO 2085 REMR D (: - "T 2 "12008 EXHIBIT "E" cay 0" C` ttG'g SKETCH 2nd STREET EAST R/W LAVE W P.O.B. r, ACCESS E U .. W SSE (30, NT a E) SOUTH LINE OF NE 1/4 OF NW 1/4 SEC.5, A SOUTH PROPERTY LINE P.O.C. - Point of Commencement P.0:8. - Point of Beginning J08 N(01. 1031 THIS IS NOT A SURVEY DATE CALCULATED DRAWN CHECKED IiEU 11/19/02 ML./JB WL /JB JB SKETCH 1740� ZARRA BOYD, INC. Engineartng. Surveying and Picnntng 1480 Baltreea, Dunedin. Florida 34608 L8 6472 (727)738 -9010 Fmc(727)733 -0083 1 " -6Q' P.O.C. —0 SE CORNER OF NE 1/4 OF NW 1/4 SEC. 5 NORTH IRRIGATION COMPOUND REGENCY OAKS P INELLPS COUNTY FL19 . OFF,REC.BK 12517 PG 2086 " OwGINi -1 iti -�tD EXHIBIT «E„ idly 0,3: SKETCH 60. i ACCESS ' TpA Op P.O.B. p POND SOUTH LINE:OF NE 114 OF NW 1/4 SEC.5 SOUTH PROPERTY LINE JOB NO. 1031 THIS IS NOT A SURVEY DATE CALCLILATED DRAWN CHECKED ITEM 11/19/02 11L/JB ML/J8 ,)9 SKETCH ZARRA BOYD; - INC. 1480 Utrea. Dungy n, Floridaan346gg LB 6472 (727)738 -9010 Fox(727)733 -oOeJ P.O.C. SE 'CORNER OF NE 114 OF NW 1/4 SEC. S I P.O.C, - Polnt of Commcncomont P.0.8, - POInt of Bpginning SOUTH IRRIGATION COMPOUND REGENCY OAKS ^P ,7 W 0'�T .27 2006 PINELLAS COUNTY FLA. � or G °� '' u � d 6' OFF , REC . BK 12517 PS-2087 cI EXHIBIT "F" TRASH COMPACTOR AND ACCESS ROUTE EASEMENT LEGAL DESCRIPTION Property Description: Trash Compactor Area & Access Route A tract of land lying within the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range.] 6 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N8999'20 "W along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 1002.61 feet; thence N00°20'40 "E, for 1260.19 feet to a point on the northwesterly edge of the thirty foot wide access easement and the POINT OF BEGINNING; thence S57 °3 1'53 "W along said northwesterly edge, for 42.87 feet; thence leaving said northwesterly edge N67 °42'12 "W, for 140.30 feet; thence S58 °56'26 "W, for 44.69 feet; thence S32 °04'38 "W, for 22.37 feet; thence S16 °09'25 "W; for 20.84 feet; thence S82°25'36 "E, for 21.25 feet; thence. S06 630'43 "W, for 47.53 feet; thence N82 °11'01 "W, for 51.91 feet; thence'N07 112'45 "E, for 47.07 feet; thence S8203 1'06"E, for 6.37 feet; thence N2 1'48'0511w,. for - 17.61 feet; thence N50034'1 TV, for 11.87 feet; thence N59 °01'29 "W, for 42.75 feet; thence N30 °56'04 "E, for 26.83 feet; thence S63 °07'00 "E, for 41.05 feet; thence N82°22'00 "E, for 22:51 feet; thence . N58 °33'26 "E, for 38.97 feet; thence N70 °53'32 "E, for 26.12 feet; thence S87°20'37 "E, for 39.05 feet; thence S68 °06'40 "E, for 138.14 feet to the POINT OF BEGINNING, and containing 12,275 square feet, more or less. a c I P INELL AS COUNTY F0, OFF.REC,8K 12517 PO 2088 n;- cri 27 2006 EXHIBIT "F" ` y ``�4;qym11""aG�n��°,�ojW. ��PP SKETCH i TRASH COMPACTOR AREA & ACCESS ROUTE NORTH BOUNDARY LINE OF OVERALL PROJECT Proposed 30' Access Easement O SOUTH PROPERTY L.TNE P.O.C. SOUTH LINE OF NE 1/4 OF NW 1/4 SECS SE CORNER OF NE 1/4 OF NW 1/4 SEC. 5 .JOB NO. 1031 THIS IS NOT A SURVEY DATE CALCULATED DRAWN (NECKED ITEM 11/19/02 11L /JB UL /,B JB SKET04 P.O.C. — Point of Commcricamcnt P.O.B. — Point of Beginning ZARR;A BOYD, INC. Engineering, Surveying and Planning 1480 Beltram Dunedin, Florida 34698 TRASH COMPACTOR & ACCESS ROUTE LB 647 (727,738 -9010 F=(727)73-%--0083 REGENCY OAKS ORIGINA 27 2008 CII`y' 01.: Ct :Vi. "A PINELLPS COUNTY FLP, OFF,REC,BK 12517 PG 20es TRUSTEE'S CONFIRMATION OF RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION AGREEMENT THIS TRUSTEE'S CONFIRMATION OF RECIPROCAL EASEMENT, COMMON USAGE AND OPERATION AGREEMENT (this "Confirmation ") is given as of January 31, 2003, by SUNTRUST BANK, a Georgia banking corporation (the "Trustee "), as Trustee, in favor of REGENCY OAKS, LLC, a Delaware limited liability company (the "Com an '). KNOW ALL MEN BY THESE PRESENTS THAT: 1. The Trustee is serving in such capacity under the following Indentures of Trust: (a) Indenture of Trust dated as of November 30, 1991 by and between Clearwater Land Company, a Florida corporation, and the Trustee (the original named Trustee was Sun Bank,' National Association, which now is SunTrust Bank) (the "1991 Original Indenture "), as supplemented by the First Supplemental Indenture of Trust dated as of January 31, 2003 (the "1991 First Supplement ") between Regency Oaks, LLC, a Delaware limited liability company, and the Trustee, under which it was acknowledged that Regency Oaks, LLC had by purchase succeeded to the rights and obligations of Clearwater Land Company under the 1991 Original Indenture. The 1991 Original Indenture as amended by the 1991 First Supplement is referred to herein as the "1991 Indenture." (b) Indenture of Trust dated as of December 6, 1995 by and between Clearwater Land Company, a Florida corporation, and the Trustee (the original named Trustee was Sun Bank, National Association, which now is SunTrust Bank) (the "Phase I Original Indenture "), as supplemented by the First Supplemental Indenture of Trust dates( as of January 31, 2003 (the "Phase I First Supplement ") between Regency Oaks, LLC, a Delaware limited liability company, and the Trustee, under which it was acknowledged that Regency Oaks, LLC had by purchase succeeded to the rights and obligations of Clearwater Land Company under the Phase I Original Indenture. The Phase I Original Indenture as amended by the Phase I First Supplement is referred to herein as the "Phase I Indenture." (c) Amended and Restated Indenture .of Trust dated as of December 6, 1995 by and between Clearwater Land Company, a Florida corporation, and the Trustee (the original named Trustee was Sun Bank, National Association, which now is SunTrust Bank) (the "_Phase II Original Indenture "), as supplemented by the First Supplemental Indenture of Trust dated as of January 31, 2003 (the "Phase II 4 1 CRIGIN. MIMID OCT 27 2000 wulwhNG PINELLRS COUNTY FLR. OFF,REC.BK 12517 PG 2090 First Supplement ") between Regency Oaks, LLC, a Delaware limited liability company, and the Trustee, under which it was acknowledged that Regency Oaks, LLC had by purchase succeeded to the rights and obligations of Clearwater Land Company under the Phase II Original Indenture. The Phase II Original Indenture as amended by the Phase II First Supplement is referred to herein as the "Phase II Indenture," and the 1991 Indenture, the Phase I Indenture, and the Phase II Indenture are referred to collectively herein as the "Indenture." 2. The Company has, by Company Request and Officer's Certificate dated as of January 31, 2003 (the "_Request and Certificate "), requested that the Trustee execute this Confirmation for the purpose of confirming the Company's entering into the Reciprocal Easement, Common Usage and Operation Agreement between the Company and Sylvan Health Properties, LLC, a Delaware limited liability company, in the form attached hereto as Exhibit A (the "Reciprocal Easement"). 3. In reliance on the Request and Certificate and an Opinion of, Counsel (all as permitted by the Indenture) and in accordance with Section 3.01 of the Indenture, the Trustee hereby confirms to the Company the action taken by the Company in granting the rights -of -way and easements over or in respect of property contained in the Trust Estate pursuant to the Reciprocal Easement. The Company shall be entitled to rely on this Confirmation. 4. This Confirmation is, being given under Florida law and shall be construed and enforced under the laws of that State. -2- Mau ucT 27 2008 cITY0.VI PINELLAS COUNTY FLA. OFF.REC.BK 12517 PG 2091 IN WITNESS WHEREOF, the Trustee has executed this Confirmation as of the day and year first above written. Signed; sealed and delivered in the presence of (Sign ame) LISA DERR ERRY (Pri Name) (Sign Name) -I—.- '11 ` (Print me) STATE OF FLORIDA COUNTY OF ORANGE SUNTRUST BANK, a Georgia banking corporation, as Trustee By: Stacey L. J'oAnsSJ Corporate Trust Officer The foregoing instrument was acknowledged before me this z2 � day of January, 2003, by Stacey L. Johnson, as Corporate Trust Officer of SUNTRUST BANK, a Georgia banking corporation, on behalf of the corporation. She is personally known to me or has produced a Florida driver's 1cense as identification. (SEAL) i"O icial Notary Signabdre) (Printed, Typed or Stamped Name of Notary) Notary Public -State of Florida Commission Number: , `IIV P4i2 USASIEFER ORL1 #769979 v4 Nftq pabk • SW of FNS ` z M, Comm. Exoh� A.017.10 Co"ekkit 00106M BY. NAOMO- Mtn: -3- ORI iNg VC,CF1 OCT 27 2000 CIS` ' CLWI ;EXIiIBIT "A" PINELLAS COUNTY FLA. OFF.REC.SK 12517 PO 2092 See form of Reciprocal Easement, Common Usage and Operation Agreement to which this Trustee's Confirmation of Reciprocal Easement, Common Usage and Operation Agreement is attached. #285063 v1 • JE EXHIBIT y �i KAkL i F. DE BEAKER, f�. ELK OF Ct�1liT o' PINELLAS COLIM, FLORID { ! RAGES ___ _�_ 4C194017 02- 05- 213, 09:35:61 KW ACCT! --- -- 51 DED- SYLVAN, I-EALTN FR9PERTIES 1#:03046785 BK:12517 SPG:1941 EPG:1945 REC RECORDING 005 F'AGIES 1 `124.00 PREPARED BY AND RETURN TO: ns°�ts DOC STAN - DR919 3 $3!010.00 Joan M. Vecchioli, Esq. 114T - - - -- Johnson, Blakely, Pope, Bokor, Ruppel & Burns, P.A. FEES TOTAL' $3,034.00 ' 911 Chestnut Street MTF Clearwater, Florida 33756 PIC 0 CHECK ANT. TENDERED: $3!034.00 REV T07A1 CIiW: $.00 BY _ ,C"' _ IEFUTY CLERK SPECIAL WARRANTY DEED THIS INDENTURE made this k Sk day of T- vt , 2003, between i CLEARWATER LAND COMPANY, a Florida corporation ( "Grantor"),° whose post office° address is: 18167 U.S. Hwy 19 N., Suite 660, Clearwater, Florida 33764 and SYLVAN HEALTH PROPERTIES, LLC, a Delaware limited liability company ( "Grantee "), whose NOW post office address is: 18167 U.S. Hwy 19 N., Suite 660, Clearwater, Florida 33764. = o� WITNESSETH, that the said Grantor, for and in consideration of the sum of Ten NO Dollars ($10.00) and other good and valuable consideration in hand paid, the receipt Sew whereof is hereby acknowledged, has . granted, bargained, sold, aliened, remised, C Z: released, conveyed and confirmed, and by these presents doth grant, bargain, sell, alien, remise, release, convey and confirm unto the said Grantee, and its successors —G)W and assigns forever, all that certain interest in land lying and being in the County of �A Pinellas, State of Florida, more particularly described as follows: A3 See Exhibit "A" attached hereto and incorporated herein. SUBJECT to applicable land use and zoning restrictions and to easements, reservations and restrictions identified on Exhibit "B" attached hereto, which are specifically not reimposed or extended hereby, and to taxes for the year 2003 and subsequent years. TOGETHER with all the tenements, hereditaments and appurtenances, with every privilege, right, title, interest and estate, reversion, remainder and easement thereto belonging or in anywise appertaining (all of the foregoing together with the Exhibit "A" land are hereinafter collectively referred to as the "Property "). The tax parcel number for the aforedescribed Property is: 05/29/16/00000/210 /0000. . The tax identification number for the Grantee is TO HAVE AND TO HOLD the same in fee simple forever. ORIGIM R- 5- -,j 27 20RP PINELLAS COUNTY FLA. OFF.REC.9K 12517 PG 1942 And the said Grantor does hereby fully warrant the title to said Property, and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but against none other. IN WITNESS WHEREOF, the said Grantor has caused these presents to be signed the day and year above written. Signed, Sealed and Delivered in our presence gnat re Joan M. Vecchioli Print Name NA- Si nature cl, Print Name STATE OF FLORIDA COUNTY OF PINELLAS ) CLEARWATER LAND COMPANY a Florida corporati R. KELLEY JOHNSON As: President The foregoing instrument was acknowledged before me this t SA-• day of z)c3ysmr�r2003, by R. KELLEY JOHNSON, as President of CLEARWATER LAND COMPANY, ;er Florida corporation, on behalf of the Corporation. He [personally known to me or ❑ has produced as i4lentification. Notary Publ,N ,p �l ll� Print name: � ,r� ,^ My commission expires: #284494 A - JohnsonEzell/RegencyB/Deed cl T 27 2008 T ��k 2 ��M�fy "�• BONNIE L RICH L F =y ,� MY COMMISSION # DD 063493 T Bottled EXPIRES: Thm Notary Pubk Ur4 wiileis Exhibit "A" P INELLAS COUNTY FLA , OFF.REC.8K 12517 PG 1943 TRACT B: Being a portion of the Northeast 1/4 of the Northwest 1/4 of Section 5, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 said Section 5; thence N. 89 degrees 39'20 "W., along the South line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, also being the northerly boundary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, page 99, Plat Book 61, page 38, and Plat Book 95, Page 90, respectively, of the Public Records of Pinellas County, Florida, for 1015.80 feet to the Point of Beginning: thence continue along said line N. 89 degrees 39'20 "W., for 328.25 feet to the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48'56 "E.., along the West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 337.03 feet; thence N. 37 degrees 22'44 "E., for 392.31 feet; thence N. 07 degrees 57'17 "E., for 29.55 feet; thence S. 42 degrees 51'17 "E., for 57.73 feet; thence S. 34 degrees 36'08 "E., for 119.85 feet; thence S. 44 degrees 35'25"E., for 107.76 feet;, thence S. 33 degrees 40'06 "E., for 80.61 feet; thence S. 44 degrees 16'55 "E., for 158.55 feet; thence S. 28 degrees 42'43 "E., for 45.96 feet;. thence S. 14 degrees 10'34 "E., for 82.48 feet; thence S. 63 degrees 33'50 "W., for 19.88 feet; thence N. 29 degrees 31'38 "W., for 78.31 feet; thence S. 47 degrees 45'44 "W., for 328.30 feet to the Point of Beginning. tiJmolwpl CrFlWe- D MY 017 CLE 'W Regency Tract B L / EXHIBIT "B" P INELLRS COUNTY FLA. EXCEPTIONS OFF . REC . BK 12517 PG 1944 1. Taxes and assessments for the year 2003 and subsequent years, which are not yet due and payable. 2. Easement in favor of City of Clearwater contained in instrument recorded January 26, 1982 in Official Records Book 5301, page 321. 3. Easement in favor of City of Clearwater contained in instrument recorded March 19, 1990 in Official Records Book 7227, page 417. 4. Easement in favor of Florida Power Corporation contained in instrument recorded January 24, 1991 in Official Records Book 7477, page 1429. 5. Terms, conditions, easements and provisions, including provisions for assessments, as contained in that certain Declaration of Easement recorded January 9, 1992 in Official Records Book 7781, Page 1746, and said easements granted to SUN BANK, NATIONAL ASSOCIATION, now known as SUNTRUST BANK CENTRAL FLORIDA, NATIONAL ASSOCIATION, AS TRUSTEE by instruments recorded in Official Records Book 7781, Page 1757, Official Records Book 9641, Page 443, Official Records Book 10062, Page 1333, Official Records Book 10379, Page 425, and Official Records Book 10658, Page 1147, and to SUNTRUST BANK, AS TRUSTEE by instruments recorded in Official Records Book 10873, Page 30, Official Records Book 11201, Page 509 and Official Records Book 11660, Page 1463. 6. Terms, conditions, easements and provisions, including provisions for assessments, as contained in that certain Declaration of Easements recorded October 27, 1994 in Official Records Book 8824, page 1518, as amended by First Amendment to Declaration of Easements recorded June 10, 1996 in Official Records Book 9369, page 774. 7. Terms and Conditions of Memorandum of Agreement by and between TIME WARNER ENTERTAINMENT ADVANCE /NEWHOUSE PARTNERSHIP, a New York General Partnership and CLEARWATER LAND. COMPANY, a Florida corporation recorded September 2, 1999 in Official Records Book 10647, page 799. 8. Matters as shown on survey prepared by ZARRA BOYD, INC. dated August 30, 2002 and last revised January 24, 2003, Job No. 1031, as follows: Exhibit "B" Exceptions to Deed / Regency B Page 1 of 2 OPIGNI L '".:U 27 2008 PLANIMIC r „t CI I T �F CLCJI� 'L �ViT. ., jo P 1 NELLRS COUNTY FLA . OFF . REC . BK 12517 Po 1945 a) Portions of a 6 foot high brick wall, concrete curbing and asphalt parking areas encroach into easements for water and sewer as contained in Declaration of Easements recorded in Official Records Book 7781, Page 1746, and Official Records Book 8824, Page 1518, as amended in Official Records Book 9369, Page 774; b) Retaining wall and 6 foot high brick wall within the power easement contained in Declaration of Easements recorded in Official Records Book 7781, Page 1746 and in Official Records Book 8824, Page 1518, as amended in Official Records Book 9369, Page 774; c) 8 foot concrete retaining wall encroaches into access easement recorded in Official Records Book 8824, Page 1518; d) Grate inlets, pump and meter enclosed by 6 foot wood fence, irrigation control valve box, underground utility vaults, metal' tank on concrete slab, throughout captioned premises; e) One story masonry building (Skilled Nursing Center) on captioned premises encroaches into underground storm line. 10098.103513 #284648 v1 - JOHNSON/EZELL - Exhibit "8" Deed Exceptions - Regency a Exhibit "B" Exceptions to Deed / Regency B Page 2 of 2 jT 27 2000 PU MG ON or- I If r 0 PREPARED BY AND RETURN TO: Joan M. VecchaG, Esq. Johnson. Blakely, Pope, Bokor, Ruppel 6 Burns, P.A 911 Chestnut street Clearwater, FkxWa 33756 I pas AW cotos _. MTF Pic T(ITAL' KAR O F. DE RA '*'ART PDU AS COI P fl6ti 4111V418 02-05- NBP 51 DD-RE6E P W LLC I8:0304b792 IK:12517 SP6:2018 8:2029 R901DIIG 012 PAGES 1 $5.50 DOC 11TAIP - D109 3 $188193.60 TOTAL: 31889249.10 DECK Wr.TEIIDERED: $188,249.10 am BY 111M 1Y $.00 y. ;. 03- 049702 FEB- 5 -2003 9:37 SPECIAL WARWT- jf,0EED P INEt_t_as Co INK 12317 PO 2011 THIS INDENTURE made this day of 47 2003, between CLEARWATER LAND COMPANY, a F of rfda- =corporation ( "Gra ), whose post office address Is: 18167 U.S. Highway, 19 N., Suite 660, Clearwater, Florida 33764 and REGENCY OAKS, LLC, a Delavi4ifimited liability company ( "Grantee "), whose post office address is: clo SHP Senior' HoUiicrg Fund, LLC, 630 Fifth Avenue, 29th Floor, New York, New York 10111. ;......;' r' r= 94 S tit `: WITNESSETH, that th s id ,Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other~ odd V * valuable consideration in hand paid, the receipt whereof is hereby ackrxi ei has granted, bargained, sold, aliened, remised, released, conveyed and tc�rlfed, and by these presents doth grant, bargain, sell, alien, remise, release., 40NOy nd confirm unto the said Grantee, and its successors and assigns forever/ 'alt;:tktat ertain interest in land lying and being In the County of Pinellas, State of Flo'tla, rnpre particularly described as follows: See;.EA@it "A" attached hereto and incorporated herein. :SUVJECT- to applicable land use and zoning restrictions and to 6gseinents, reservations and restrictions identified on Exhibit "B" h. n.. a'ttar"li@d hereto which are specifically not reimposed or extended .'Mnkbj+, and to taxes for the year 2003 and subsequent years. 4ER with all the tenements, hereditaments and appurtenances, with , right, title, Interest and estate, reversion, remainder and easement ing or in anywise appertaining (all of the foregoing together with the are hereinafter collectively referred to as the "Property"). �fihejox arcel numbers for the aforedescribed Property are 05/29/181000001210 /0000, 05I2gI1,600000/210/0100 and 05/29/16/00000/21010200. The tax Identification number for the Grantee is , A- t W PINELLMS COUNTY FLM Orr-REC-SK 12517 100 2614 k TO HAVE AND TO HOLD the same In fee si And the said Grantor does hereby fully wa",6t Pe We' to said Property, and will defend the same against the lawful claims of all 6*Os claiming by, through or under the Grantor, but against none other. IN WITNESS WHEREOF, the said 0--iflor`bas caused these presents to be signed the day and year above written. Signed, Sealed and Delivered C hEAR ' W AT ER LAND COMPANY - - In our presence ''-J A lorkla corvoratloFh gnature Jogn M. Vacchloll Print Name -4 1- I Signature YN Y\ \ k. \,—i Print Name STATE OF FL 0 Rf *-DA/ -y' ' COUNTY OF P! N t -46' R. Kelley As: President The ...fo400lit instrument was acknowledged before me this _., --day of by R. Kelley Johnson, as President of CLEARWATER LAND COMPANY,' dirida corporation, on behalf of the corporation. He (personally known td-tte di"/ has produced as Identification. Notary Public Print name V L it My commission expires: 02i %p3 yjt` JdMWEWWR8WWA0@W IN&LUM wom""M#Wme WM-0*b@r1%= %VV4WVft Kgy:: oRONAL 2 6?4",:crC*NTD n,PT 27 2008 PLANNORNIG C111Y 01.7' CLEA. V-,'ATU- • a , h Exhibit "A' �.. PINELLAS COUNTY FLA. OFF . REC . BK 12517 PO 2020 TRACT A:..; Being a portion of the Northeast 1/4 of the Northwes«4/4 t"tSi ection 5, Township 29 South, Range 16 East, Pinellas County, Florida and being more pates 411V'eiesaribed as follows: COMMENCE at the Southeast corner of the North >'t8 0 the Northwest 1/4 of said Section 5: thence N. 89 degrees 39' 20" W., along the Soutil llhq of We Northeast 1/4 of the Northwest 114 of said Section 5, for 33.00 feet to the POINT QF GN*G; thence continue N. 89 degrees 39' 20" W., along said South line and slang the Xortrfiedid(rndary lines of ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION,FTf�S'f•AD MON and THE ELKS, as recorded In Plat Book 52, page 99, Plat Book 61, page 38 ar P14 Rook 95, page 90, respectively, of the Public Records of Pinellas County, Florida, for 1311. ,Q5 feetio the Northwest corner of aforesaid plat of THE ELKS; thence N. 00 degrees 48' 56" E., arditolhe West line of the Northeast 1/4 of the Northwest 1/4 of said Section 5, for 1336.20 feet to the Southwest corner of the plat of LAKE CHAUTAUQUA ESTATES, as recorde¢'IhRIat Book 90, page 22, of the Public Records of Pinellas County, Florida; thence S. 89 degre6s.4Z .46 ",0., along the North line of the Northeast 1/4 of the Northwest 1/4 of said Section 5 ( being •the basis of bearings of this description), same also being the South boundary Tine of aforgzaid tAll•.,1AUTAUQUA ESTATES! for 630.00 feet to the point of intersection with the Westerly rith0vt- wal:line of 2N0 STREET EAST; thence S. 00 degrees 02' 32 W., along said Westerly right- of- way1lrN*; for 30.00 feet; thence S. 89 degrees 42' 36" E., along the south right -of -way line of 2ND,9TRl! fT EAST, and along a line 30.00 feet South of and parallel to the North line of the Northeast . IA 0f the Northwest 1/4 of said Section 5, for 670.63 feet to the West right -of -way llne'`&;Sau�e Road; thence S. 00 degrees 22' 34" W., along a said West line and along a line 33.00 felet -W " "grid parallel to the East line of the Northeast 1/4 of the Northwest 1/4 of said Sldlignfbr 1307.39 feet to the POINT OF BEGINNING. LESS AND EXCEPT T.HERL'FROM -THE FOLLOWING (TO BE KNOWN AS TRACT B): COMMENCE at 01i § ipthiot "corner of the Northeast 1/4 of the Northwest 1/4 of said Section 5; thence N. 89 dedreei 39' 26' W., along the South line of the Northeast 114 of the Northwest 1/4 of said Se tlorV -Ss a sozbeing the northerly boundary lines of ROBINWOOD SUBDIVISIOO, ,BIN.W jOD SUBDIVISION FIRST ADDITION and THE ELKS, as recorded in Plat Book 52, Poe ,Olaetook 61, page 38 and Plat Book 95, page 90, respectively, of the Public Records of Wnfiiai,County, Florida, for 1015.80 feet to the POINT OF BEGINNING; thence continue ptt)1'rg..;isald'pne N. 89 degrees 39' 20" W., for 328.25 feet to the Northwest comer of aforesaid plat o�'t'4 ELKS; thence N. 00 degrees 48' :6" E., along the West line of the Northeast 1/4 of t,jtie�io �h�est 1/4 of said Section 5, for 337.03 feet; thence N. 37 degrees 22' 44" E., for 392. Ilse *;, ende N 07 degrees 57' 17" E, for 29.55 feet; thence S. 42 degrees 51' 57" E, for 57.XleEt: �hArice S. 34 degrees 36'08" E., for 119.85 feet; thence S. 44 degrees 35' 25" E., for 107 ;76. feetR thence S. 33 degrees 40' 06" E., for 80.61 feet; thence S. 44 degrees 16' 55" E., for 1$815 feetR> thence S. 28 degrees 42' 43" E., for 45.96 feet; thence S. 14 degrees 10' 34" E., for Q7•,,48'*er;-thence S. 63 degrees 33' 50" W., for 19.88 feet; thence N. 29 degrees 31' 38" W., .for ;,7k4i.feat; thence S. 47 degrees 4S'44" W., for ?28.'0 feet to the POINT OF BEGINNING. Regency Tract A _ _-___I - __ 1 111-1-1 I 1 _1_1_._1._ _. __________1_.1_._. 11_.1____ 111--1 111.1 _1__111__1_ 111___1.1__1_ - 11 _-_ _____ -_ - I I -_I __-�_ _ _ I __ _ _ -- �-' __ _ _ .+______ ~_- _ _ ____- ' ` �~ -- � - - � ' x I SANITARY MANHOLE I (BEARING BASIS) PAQE \ ell AA /wv : � ^' ' ~ /2" |wvwx = /yyr | � - ' \ \ u � ��" ' `` � .�~ �° � wwsVr pvc ~ �7�a | �, � �� ~� - \ ~ xso�� ' � � | *- o 7 � \ ` ~ ~`�p� �� ^' �p Ap �� | ��C��' \ ' '=- �w? �r x` TB M. �. �r n�r La� U ' «��. �� \' '� ' �- - ��- /\ �__ �� - .' $' La�L'� @ �p / �� ~~ / ,/ ~`~^ /~ _� ,��` � ^- , -~`� i on^�� mu� ~^� � '�� u� ^y , �� 3 p- �� / *' - -- -' , �' �/ `»� x��./ �/ -- �� \ � 4��y / < � _�� ~ f~ N 11 10 . ` _�� | �� .� ~ / 'x*~ �r a' 11 �� / `~ / C^�� \^ " ~ / �p / \ -+ 11 v� | F2'M,,,k ' ~� \ ^^ | -�' *� -�= '' � / cr �� / / ~ �, � ~ � � \ / /x 45. | " | / --- m"n / ,�' 0r� - - \ � ^�� 4 \ �� | / � I SANITARY MANHOLE | DEN � �� ~r xw'r� � . _ _ \ �� .'_. _ / �� , � "�~�� -� � p / �� ` o �\ / �- ' � \/ � �� ^' \�-��\ x��~ I. PVC) 70.05 x i 0 .0. v .�r � V* Rp ew* iNV S = 82 1:15 0 )_ p - I � 4b, 0 � I � ' - - ill I , I I I x � ji I - - 9- 1p�p ,71.67 - FENCF 7; 'ILLI' I � 11 I P lop 11 �""i,�,� - I 1' _ :::]::� � ,\,� � � , I'' (� I ' .�'L." GRAPHIC SCALE 50 0 25 50 10D 1b.1v .10 . x 9&.41.0 , w - " 'd - - " - w �4, . _ �, V. , q -61* ,;A -P, . ,� P. .I REGENCY NORTH I Typ.) , 4"o " 9 , --,AD � ", (2 - . OU x b i! , 0 , I A " 'I 0 , I 1 1 . � I 11 .1 p 11 C� 41. op = 81.99, 0,11 If 40 d . ,b . lb . I g ; � x ;, . -p 9 I qvx ,,�?I - - SA ITARY. MANHOI Fj!�: _ Of - X jA I I, I ,.,, \ Iq , � 0� 3. I \\ I �R I / i* -m mmxmmllllllllw_ �,, ;! I , A5 , 11 22.3 * 6. � - - - I I 1 11 - �Nl I A $21� 6b� h O' *1. .P* z � I-' 1, I \ T R A Ct,\\� , - u% ,< - 1. 11 0"1v - I I T �& RATE INI ET 11 ININ, 37.9 3.3 ,oq-,\, 0 , t1l : tb \\ 11 � " ', I , __11 / " II I 14, A,zp,§,. ,,, ;p P& %% 10�)A � , | \ ' \\ � �� / ' ` \\ \ -7 \ ^~--/ � � �� ' � �� \�� ~� /� Y\ wr `� � / , �� o�s_~^- | | ^ �' �p p �l , \ ~ SANITARY u«wx | / ` �� Y\ -s'� ^e� � /' �� K� ' ^ \ � Y, ^- c` �~ �� V / ��_-� - �� _ _~ ^~ � |/ \ � �� =:-- ==/-- '\,�° /' ' a[ \ ~ = !| x«" INLET � � » / ' ' // | -11 . . �r \ rop�raw� { �� . � / / / 3 / | 11 � / ) / /' \ ^` ^' mw = «»�y �� .� a� ] | | } | �� ~ ^�� ' a��| �� `+��' �]��zx � h � &�- � �o� ��./�. __ �1��^ ' / � \/ _�~ `� ~. mw » = u»�» �C \\ / 8 `��~��. ^� ~/ U/�� | | | ' I I i Milo' I mim I Ill- LLJ 0 I- I Is, , , . I _f,'- ,p! STORM INLET ) 'o Ic I I . $6 , 0 " II (", , Cr , I � ,_�,' - , , , , 8019 IV & � � _5�5 ./" I I 'pz lbl\ 9 q , g� �p . " 00 " . .~.~ �_ �' e! 41 4 - qp�e �V,�)n)' vi 0, , , ;�" 0 ",E) I I IV -C-14 ti bIr ` - .I ~~~~~~_�� -~. =� ' °~l.| �� ==�=°��" p :� || / � � , � ______ __ _ == == =,=_===== == == ��="�= In |� | =c" O. �� `'� ^ ^'^ ^ ''^^ ,^^ ^''��^� / ~- Q. 0. . � - �-- "�� < |I / ` r ' _ / / l# = �rp | � ^ �. _ . cnop , ~ 000 | t. ` _ ` // - ' � � \ - ^ �- \ ^ - ~^~ - ~~~ ' // �� n ' ' j ' / / i ` w ' J 0� / ° /41, � / ' uJ - ^ �� - � ] [D � ' �� ^ � � �� ~ q _��y� / |} m - / �� - �� ~ ' '�� ' °a +/� w�� ~� ��/ uu oU ^ - X � ° , ~ ^«� .�_ � �� \ �*[�� ' �r� O] � �� L , 'ES VV u � 1. TrPE OF SURVEY: TOPOGRAPHIC SURVEY. In 2. DATE OF SURVEY MAY 12,2006. 0 z 03 i� -_ TRAFFIC SIGNAL ACCESS BOX J Si)RVEYORE0k FRAN0SCO QARC|A und BR|AN FA�CETT O� [J ~-~ AREA OF SURYEYN0TF|ELD LOCATED PER CLIENTS REQUEST. 4. ' ELEVA�ONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN �� r~ �� A" PINE TREE ED GAS METER V�R�C�L DATUM OF 1Q88 (NAXO) ~ �- -- r- G GAS VALVE �__�^_' . , . . .' uu O] _^ 00 @ SANITARY MANHOLE __ �� ~_~ 171'� OTHER TREE (AS LABELED) @ GREASE-TRAP MANHOLE 5. REFERENCE BENCHMARK IS P|NELL&S COUNTY BENCH MARK COURTNEY N, FROM THE -� �n bg (D BUSH (E) ELECTRIC MANHOLE .. INTERSECTION OF S. R. 580 DREW STREET AND S. R . S-590A N. E . COACHMAN ROAD, RUN x @ STORM MANHOLE NORTHEASTERLY ON S.R. S-590A FOR 1.20 MILES TO OLD COACHMAN ROAD, TURN LEFT AND RUN uu 0 FND FOUND SCIR SET 1/2" CAPPED IRON ROD "LB 4513" 0 WATER VALVE NORTHWESTERLY FOR 0.55 MILES ON OLD COACHMAN ROAD STA�ON ON LEFT, 2OU F7� WEST L� `^ ' ' V) u- FIR FOUND IRON ROD (SIZE NOTED) 0 RECLAIMED WATER VALVE D� THE CENTERUNE OF COACHWAN ROAD' 20.5 F[ NORTH OF THE EXTENDED CENTERLINE bJ FCIR FOUND CAPPED IRON ROD (SIZE NOTED) � / FRR FOUND RAILROAD SPIKE I@ WATER METER BOX . . l SOUTHEAST OF THE N.E. CORNER �_ OF A SINGLE STORY BLOCK HOUSE 1724 COACHMAN ROAD' 8.0 F7. WEST OF THE EDGE < b- 0 FCM FOUND CONCRETE MONUMENT (SIZE NOTED) jq IRRIGATION CONTROL VALVE FOP FOUND OPEN-ENDED IRON PIPE (SIZE NOTED) LEGAL DESCRIPTION: OF PAVEMENT, 3' O FT. N.E. OF A TELEPHONE POLE NUMBER 17�4 8Q' 3 FT. N.W. OF ~ - _J FPP FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) -0 ore FIRE HYDRANT A STEEL POWER TRANSMISSION POLE ANL 110. SET IN THE TOP OF A CONCRETE POST Dy n L (N FN&D FOUND NAIL & BRASS DISK . * LIGHT POLE SN&D SET NA L IN BRASS DISC "LB 4513 RACT A THAT IS FLUSH WITH THE GROUND. '�� _7j_ _7j_ T�ACT B ` m Ld �� ] PILS PROFESSIONAL LAND SURVEYOR 0 CONC UTILITY POLE BEING A POR�ON OF THE NORTHEAST 1/4 OF THE NORTH OF SECTION 5 TOWNSHIP 29 SOUTH, RANGE 1O BEING A ELEVATION = 51'77 D- �) [D r- LB LICENSED BUSINESS nT TELEPHONE BOX P PLAT EAST. P|NELLA� COUNTY, FLORIDA AND BE|NQ MORE PARTICULARLY '--�` �DE�CR|BED AS ' PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5 TOWNSHIP �S SOUTH, RANGE 18 EAST. �� : �|��E'LA| COUNT( FLORIDA AND BEING MORE PARTICULARLY DESCRIBED �S FOLLOWS: ' �� } D DESCRIPTION R CABLE TV BOX ,.` ^ + u� � 8. BOUNDARY PROVIDED BYCL|ENT AND BASED ON A SURVEY BY �ARRA B0YD. b_ -J �- F FIELD MEASURED - SIGN COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5 ' INC. DATED 8/3O/D2. THIS IS NOT BOUNDARY SURVEY. �} �� O.R. OFFICIAL RECORDS (BOOK) I SPRINKLER HEAD FIG PAGE .- ROOF DRAIN THENCE N 89^38'20" YK, ALONG THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE NOR' � OF 1/4 OF SAID SECTION 5 CDW�ENCE,ATTHE SOUTHEAST CORNER OF THE NORTHEAST 1 OF THE NORTHWEST 1 OF SAID SECTION 5� THENCE 7 NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT r- �- OO CALCULATED FROM PLAT CALLS FOR 33OO FEET TO THE POINT OF BEGINNING; THENCE C�N�'�-N 88' �'2O" W( �LON^'^^|D SOUTH LINE AM� �LDNQ' N 88*Jg�2O 0( ALONG THE SOUTH LINE OF THE NORTHEAST 1 OF THE NORTHWEST 1/4 OF SAID SEC�ON S. ALSO BEING ' AS 3HO�N u» u '- � . ' '`"E 3" u S» vv u THE NORTHERLY BOUNDARY LINES OF R0B}N00OD SUBDIVISION, R0B)NWOOD SUB0NS|ON�RRSTADD|�ON AND THE ELKS, AS ' r- ~-, ` THE NORTHERLY BOUNDARY LINES OF RO8NW0OD SUBDIVISION, ROB|NV*J0D SUBDK4SK}NBFIRST ADO|�ONEAND THE ELKS RECORDE� |N PLAT BOOK 52. PAGE Qg' PLAT BOOK G1. PAGE 38 AND PLAT BOOK Q5. PAGE 8O. RESPECTIVELY, OF -`E D. N� INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT WAY AND/OR OWNERSHIP >- �� AS RECORDED IN '~`' B"°~ "� '""E ^"' 'L"' """'` "'^1'""E5^" AND PLAT pvOn '^,S PAGE �w* ncSrEC`ncL'|' OF LAT pUBUC RECORD� OF P|NELLAS COUNTY, FLORIDA, FOR 1O1�.8D FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG 0�R' -U--|SHED TO THIS SURVEYOR EXCEPT AS SHOWN. ' ' O� r- i ^' '~��~ '`^~~^~~ ~' '^`^��~~~`''' FLORIDA, '"" �'''" '��' '" '''� NORTHWEST CORNER ur �rv^c�mu r SAID LINE N 8Q~3Q'�D" YK FOR 3282� FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS; THENCE WERE � �'�' � ~^'`' �� ~ � OF THE OO��'oG^ E ALONG THE WEST OF THE NORTHEAST 1/4OF THE NORTHWEST 1/4 OF SAID N OD�8�G" E^ ALONG THE WEST LINE OF THE NORTHEAST OF THE NORTHWEST 1/4 OF SAID SECTION 337O3 9' THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. [] 5�C��N 5' FOR 1J�O.2O FEET TO THE SOUTHWEST CORNER OF THE PLAT OF LAKE CHAUT�U0UA ESTATES, �S RECORDED u ' ' � o' rux ' -�-' ' �� .^ � IN PLAT BOOK gO. PAGE 22 OF THE PUBLIC RECORDS OF p|NELLAS COUNTY' FLORIDA; THENCE S BQ�2'38�' E. ALONG FEET, THENCE N 37~22'44" E' FOR 392'31 FEET; THENCE N 07'57`17" E' FOR 29'55 FEET, THENCE S 42^51'57'` E. FOR 10. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN � :] ][ � THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5 (BEING THE BASIS OF BEARINGS 57`73 FEET; THENCE S 34�8'O8" E' FOR 119'85 FEET) THENCE S 44^35'25" E^ FOR 107'76 FEET; THENCE S 33`40'06" E� STRICT ACCORDANCE WITH THE "|N|MUM TECHNICAL STANDARDS SET FORTH IN CHAPTER � �] CL 1 OF THIS DESCRIPTION), SAME ALSO BEING THE SOUTH BOUNDARY LINE OF AFORESAID LAKE CHAUTAUQU� ESTATES, FOR FOR 8D`G1 FEET; THENCE S 44~16'55° E. FOR 158'55 FEET, THENCE S �8^4�`43" E. FOR 45.B8 FEET; THENCE S 14^1D'34^E. S1�17_S, FLORIDA --~ CODE. .~ CO ' G3Q.OD FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF 2ND STREET EAST; THENCE FOR B2'48 FEET; THENCE S S3�33^G�O° Y� FOR 1S.�8 FEET THENCE N 29^31'38" Y� FOR �8.31 FEET, THENCE S 47~45'44" 0( ADMINISTRATIVE / S OD`O2'3�' V� ALONG SAID WESTERLY �|QHT-OF-�AYL|NE. FOR 30O0 FEET, THENCE -89.4�'3G" E ALONG THE SOUTH FOR 328'30 FEET TO THE POINT OF BEGINNING, AND CONTAINING 5.84 ACRES' MORE OR LESS, 254.507 SQUARE FEET. MORE 11^ USE OF THIS SURVEY 8YANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE ' '` ^ ~ ' OR LESS RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. �� ` RIGHT-OF-WAY LINE OF SAID 2ND STREET EAST AND ALONG A LINE 30.00 FEET SOUTH OF AND PARALLEL TO THE NORTH ' ' �� ' LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5 FOR 07OG3 FEET THE WEST / 1� THERE MAY ITEMS DRAWN OUT SCALE TO GRAPHICALLY THEIR LOCATION. ~ �. DIP DUCTILE IRON PIPE A/C AIR CONDITIONER ' . " ' . . � , . �� j 'In 7C . LINE OF SOULE ROAD; THENCE S OO^2��34^ VK ALONG SAID WEST LINE AND ALONG A LINE �3.00 FEET�ESTOF AND 13 NLY EE� |NCHES AND L4RQER D|��ETER AT BREASTHE|QHT�DBH) �ERE -m�� GTE GENERAL TELEPHONE AND ELECTRONICS TOB TOP OF BANK PARALLEL �Q THE EAST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5 FOR 13O73Q FEET TO - �'' '--'' `' ` '' �° �� / ' . . LOCATED AND SHOWN ON ��P OF SURVEY. �� `�� » THE POINT OF BEGINNING AND CONTAINING 39.81 ACRES MORE OR LESS, -- � . 14. TH[RE WAY BE ADDITIONAL PLANTED CYPRESS TREES IN RETENTION PONDS NOT LOCATED. �� ! C= ` �� _ ' �� ~�� . �� &8U - . _ ` SHEET n w *��u �� -+ �� SANITARY M� RIM = 66.10 SANITARY MANHOLE RIM = 64,98 d 0 C�? 0 0 C•r) CD ,--N 0 W TRAFFIC SIGNAL ACCESS BOX Q0 OAK TREE N 0 S C A L E Lf CLEANOUT 00 PINE TREE d' GAS METER i2 0 GAS VALVE 0 PALM TREE d SANITARY MANHOLE ❑i2 0 ® h (} BUSH CE} ELECTRIC MANHOLE SANITARY MANHOLE (FILLED WITH WATER COULD NOT OPEN) xo r PAD ®o� v O�Xer �h h oh vB cxtv.. 3 3 ky. �o"�^ ^ x o h h - > N RCP INV (42° RCP) = 77,72 TOP 178 0 �,° 1h o �^ �l �q x x v d� x? OyO e� ow - Mks ary o ,vo �� hg X ^ h ^ ' ' r 1 ry ^ �Q ^� (i 1 ) G C X0 hI INY NE - 76.10 i0ry e x x $' e °` e OF I E. BOUNDARY OF THE NE 1 4 . stope T� ^o og � a)ICv x ll 0 6i 33 es40 hh GRATE INLET 0`' 0 Rr X ^�' ^9g �ti ��a x ry �# $ m, e 0 11 °�� a� TOP = 83.65 ®° A - °_ ^ � ti ^1 O F THE N W 1 /4 O F SEC . 5, ' INV N =_89 Q7 �x6 afi LB.d21 3. GRATE INLET ^h x ,F ' TWP. 29 S RGE. 16 E o° ^® \� GRATE INLET ^ .® ^h " ^ei ° ^ °^g '�yx GRATE INLET' � h g 1 x v , r 8 $ V 5 1?�+Q a i - I� TOP = 78.25 h a TOP = 84.03 , CURB I(LE ) _ a f kikk h m ^ x \ 8' TOP = 78.24 h eF 3.3 _ 1' \\ ,, INV. - 73.64 ^ pi�}° x ^ `Sit. ° - ' h INV W = 80 52 , INV E 342° RCP 7 ?8 A,4 �ryN ts, m hh _'C� ? aios 0^¢ 14`'x' 0 ^0 1 p� F` INV NW =7 75 64 x , ct ..� b °b4 " G'i - , ' r p ° *� ` ''° % g �/i� X , �' 3 og' 15� o THROAT(- 8 .45� x x �� e / e ° . 1r, x �o ry 3M" \ .. S ° STORM MANHOLE a'6 x x�' ow ° t 0p �.• > f *, ° Q1`° Wyk `�� xh ®0 x¢ 4 x h 2 i °y ok Ap 4sh', ry k a a \\ 4^ ory i ip 1fi ^h ^ g + gh x 8 25 4a RIM = 79.95 it �' 1 he o �$ 1 Q » 6 ,ca o �'k^ p ^ S• o ®o h1 eS''� x '� �' m d`. e $' d '7. ',� -k ,a6 �0� , 1°j� y ^h GRATE INLET O p . r ^ 7 0� ^h�5p �,.- s a°' `h $ O x?+ ,INV NW = 75.40 °` 33 P ®' roo Q . +2 ^ x * fd ; G, * ro''' +} �+ SLR ` °` / ,d 1 n 1 oLQ, Aq x (2 ICV oh sry TOP = 78.37 1g .; g .$ 0y r 1 QQ 10 4p x , INV S = 75.42 ,, ai' `� 3 �" ry b'y eh' e, r a 10 IN V N = 76.11 >a O Oi 19�e x ^0 h^ y. g ' , eP' �' x ' o�' . i 2 q� 3 h'V� gary xr Ary O a' x ap, O ty °'18 ' iSQ Qf a d j a-"( n w x o ^ e� ,-X o X h a pa6 8 jj INV W =76.05 e 1f er pG1iy q , ab (1 d ® \\ h1 1a• 0°� �`• x 1ec� /^ �. ' .� =i a� y o ��. ,yet .m.- ha d,►p x �,, �® e�' ., ��021° "�°^` ry � ° °t •o `, h e ®o (z}ICV ^ ` �' ^e• � ^ ' INV SE = 75.99 ,, r , °r ��• ... ° , ^ �o �p � x ^ 1 �• m t��X 3 `� : x� p . ^� �' � $� �` � n -1 k;� : 1 . , 6 �` \\ h' Yl 0 0 ❑ ^0� oh �' ry 0 X y I 1 3.3 12 Ct' ��.._ e�' s +6` X b a * CJ <.* g° t " : ''.. �^ ,�6 X^ ^ W' , �9 x `,, ,� , ;'.. x ° * °I `A' ° "� * r \vz ,. �` ry o ry 1 a 1 .°eo.`°a�, I °. + a iNV ®. 0 x GRATE INLET , C7, 0 ° Ah' a ^¢' $' k \ `� o, a x 3 0'y` 0 ^ �' 0 i8 a{` _ 1 MES 6 10 ' TOP - 78.24 �J a - sh ^ a h. x a h.. a X x tP `.� ' INV E = 76.15 x X 0 , °• l h, ^ ,y h"� 9"'',. 5° R 6 ^ 0 ° , 3 ° 0`T' -.��_. ry �`' h$o ®A a a * �, , X oh , ,i1 -'.. ` ^ INV W = 73.73 ^ ^x ^�'' z ... ---... ' .- ' .., .. *�`,� m ^ h o• � a "� s.� 1- 20 � . • h'3'a`' � � v`�" �c�' ; � �•'� cA� Tag 1 � 5�osa�a t , a o , 1 ® a k 0 i ¢'v iy1 0 °° x /�, 6d P i° ^� oo S• tR' hg x 04�' i - g s ` g� ^ ^9. o, '� n 0 v ^ ^0 k O q "� ^ 1 ihq�. p•�, ^ 'h t 3 x 0 � $?' �19 a A \ q` " ° 14 P ^. �k ^h h ° i° FY�01 ^0' X P C} 4)' 3 a °�� 1^ s 1 �., &, $* ra/ • `'.7ad'��' I ^� h x^o' 0 °1 °i` �' ah o. ,rs x ^ is i� s� , T.B.M. y �' .� s.3 ,'S��ti� ®v� �t ®v° t e .., Q1 -it- A_ .� -y 8 Q6 ®fa�, j"7y°i. INLET 1 0h kh c3 6°j m hh Rah ^ :a GRATE INLET ry x ¢ x i ¢ i1. g X A h OP = 79.09 -+ �2h X ill' /a� s K* * a p ^ ®• ,�. � h o' � s n . •^ �ry o ^" ^ e• o - � \\ 1 v � 75.07 � ry R G �.. a a/� TOP INV NW 78.72.55 ^ ^h' o ^� ^ o e ^ a` NURSI°tRG (ENTERRY ry 1 x^Q X1 ^ a+.' ^o• ry $ X HpN ek 7 ro° +� $ X$ , , 1a d 1' a .31s. d 11 e1� INV SE = 72.55 x X �^ ^� ^0 ^ ^^h Ah F.F.E = 79.43 kr ...,' x '1` , hb 0h X 4 h� ` h0 h `-f� air.. a "}J g0 a �/N * 4� INV NE = 72.63 ^O OX ^0 0y1 ` h i B °x P� O� ANS ^�' n hg fl Ut 4 _ M .b`' �`' 07 h° 0°j Sd a �f "r•. ,0 a 0all 3' x qh \ �5 i . ^ 01` _._.. C) ".,1 8• ,� x ®,�q GRATE IN ut m ^'` ®,�" :A°g",, �A ^ 0• O•,`q• a a- .' aY a fibs a 0. x \� TOP 82. '�.p . " +' 'S j R \ SANITARY MA ° h ti. h•d ry x^ ,:tt' -� /� ° 1 6 ¢ ^ 00 \ i ^`� 6 h ry° ° o ^o• �,• _ g f ¢p' ^ �;Q� �,y 1 'i� / Q�, L� /-�6 , Y � p r.X INV = W 6 ®6 IV NW 78. i2" X�ti�' ® ^ of °! °�/�y* Y?n °.a v 6�ly'-,a 'd Y_ 9 12., ORS ® ^ �^ v,. fit p. �^t�^.k,R a y ►$�d r o'L �� 0• ^ �h 1i " `� 5 e 1° i 1 1 °f ° \ 0' ®® •. h°j, ��• 0 h in 0 ice" .CARP o GRATE INs 1of -n :- �.1d5,> °.: "* ? ®,� * gQ � Z ^h. ^ ^h' '' o• i gANITARY MANHOLE �, r i o �h s .SI ey , TOP 7 47 �° c°� x y tih e�R cpo RIM = 81190 22° C) �ry } k h N 1 `t GRATE LE q p �e .a�sa p 6a a *L�� a g jA.,o^ o h►Pe a INV NW 75.07 i t? . °°° ryv x3z: v 2 eh� x 0 X10 i ¢�` a SOU 1l tio' e`3c fa INV. 6.14y+ ga "t ^ o• - ds ^ $k m m �\ Qh ^ r �k ^' ❑ ®ry d' TOP 0.30 X ► / Ll a " ' W - - A -i �e `�© 0 INV NE 75.88 ti �'. 0. hry tiry ry U R k O'o� i0 k °' 0 hi' INV �E�- 76.52 ,' d`d ". '�a - e. °Q °,, GRATE INLET ^ x ^o°h °� `' h° e SANITARY MANHOLE 4 x ^® x o ® vo '1°j x o hry i 9 as O INV 5 = 72.86 ov' 0, MES * `� ,,' h� xh ¢ \ , ° ry"� ^ xhM ryh �?�g 60 X ^h► g 0� gQ b� * ') * a- n Fj �; {9� +i1 ®t,7ig TOP = 78.25 \ g• RIM = 81.90 WELL 9b aft ' ¢. X r q1 h h ry N x , [� ;' a INV N = 72.71 hx ° 1 ^� `�� x ^� 1p INV Ew 74.238 INV = 74.7 N� r ° rz" 01° i2 h1 h h�^°y hyhA vh ^hox® $1 0 , x h,{7 �1?*�6 " .•,� 12 ` +` $ ,'', $ ®O'. ^ 9 ^� i° t. - hh x ca x x hN . ^ ai3 a i I x� C) 0ti0 ^9 C) 0 S• 1a IC . ; kh° ° ^0' ^� a�q'� ° h° ° ®- 'Y`' < r�s �` e"' o^' 2�1' jQanF ��°� tiX e X k 0°' J�`hV MP ' ry�h� 0� RATE INLET Xh� ?d o Q m` o m oo TOP = 82.06 h` - w �•,. SANITARY MANHOLE CHECK 0. ^ `'£A, / *`; i fir. 5� ; ^� o /Af �� q , 0 INV N - 8 " °,�i1° �ti h h� x ry^ ^_,,.1h x ^�� ^ ^4 $a Pd Q�}* ,- ^h�® ^h ^off �~ NIV N ®7054 ryh VALVE 10• u' �+ $' f ICV �pQ1J, \^ $ u° 4g'P �` ry`• o. X ._.`' ..,;�.° X 9 eal INV S s 70.54 ^g �'s, 9 9• �' a@ ^ ,�h ry ^ ^° �`' X ^ er ♦ ... ^ DOUBLE 0 J• 4F ^ o m TOP OF PIPE CUT OPEN ^ x } 4 $ ^o s 6' % a * 9• t�0,, o� hai • x .,° " a m', ¢ X ry \ p ,� S ^h. Q ry a°' $' ^e �¢it` 'v ®` cP' h e MES i�. x o' \ x a• a h 6 gA, A a g h 5� �P - ,a h1 ®1 2 ° x �k ^ Q^ k a INV = .97 ^ 1?kL1 x 0^ y ^� .� Cif ^% Ga" MATER TANK " h°X 1" Q ° * e ry 4 6a, g' - 9 ,a �' ELECTRIC METER , g» $ , 0 1k g 6° i f` sry _ f d TREES IN THIS AREA NOT LOCATED a �. oh •fi \ % 8 g -'' BREAKER BOX �• 6 ^ Al / Q �" �'' cr x ^0 g l °' 9�1 DOUBLE `X ^ 097 ^ ',Q n /� `G g'Q •- -+' a � R•�' 6 Q �' � g' y�ppp TRANSFORMER ltw�v, " " ® TRAFFIC SIGNAL ACCESS BOX Qi�. OAK TREE N 0 S C A L E 0°0 CLEANOUT X42 PINE TREE Ili) GAS METER i2 (a) GAS VALVE PALM TREE d SANITARY MANHOLE ❑i2 OTHER TREE (AS LABELED) ® GREASE -TRAP MANHOLE (} BUSH CE} ELECTRIC MANHOLE LINK UNKNOWN @D• STORM MANHOLE FND FOUND r. i SCIR SET 1/2" CAPPED IRON ROD "LB 4513° WATER VALVE FIR FOUND IRON ROD SIZE NOTED) RECLAIMED WATER VALVE FCIR FOUND CAPPED IR N ROD (SIZE NOTED) SPIKE RKAYLON ® WATER METER 84X PKR PARKER NAIL (1#1 RECLAIMED WATER METER BOX FCM FOP FOUND CONCRETE MONUMENT (SIZE NOTED) FOUND OPEN -ENDED IRON PIPE (SIZE NOTED} IRRIGATION CONTROL VALVE FPP FOUND PINCHED -TOP IRON PIPE (SIZE NOTED) ?or FIRE HYDRANT FN &D FOUND NAIL & BRASS DISK LIGHT POLE SN &D SET NAIL IN BRASS DISC "LB 4513° a 0 C ID IDENTIFICATION WOOD UTILITY POLE PLS PROFESSIONAL LAND SURVEYOR f CONC UTILITY POLE LB LICENSED BUSINESS ® TELEPHONE BOX P D PLAT DESCRIPTION ® CABLE TV BOX F FIELD MEASURED SiGN O.R. OFFICIAL RECORDS (BOOK) " SPRINKLER HEAD PG PAGE 0' ROOF DRAIN PB PLAT BOOK Oc LANDSCAPING LIGHT cp CALCULATED FROM PLAT CALLS ZD • cf CALCULATED FROM FIELD SURVEY -WATER_ UTILITY PAINT MARK POB POINT OF BEGINNING (ROUND POO POINT OF COMMENCEMENT GUY GUIDE WIRE P.U. PUBLIC UTILITIES EASEMENT R/W RIGHT -OF -WAY ME DRAINAGE EASEMENT � CENTERLINE MH EL. MANHOLE ELEVATION E/P EDGE OF PAVEMENT INV. INVERT BOG BACK OF CURB T.O.P. TOP OF PIPE HWY HIGHWAY UG UNDERGROUND BLVD BOULEVARD U.D. UNDERDRAIN CONC CONCRETE M.E.S. MITERED END SECTION ASPH ASPHALT F.E.S. FLARED END SECTION EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE CLF CHAIN LINK FENCE FRCP ELLIPTICAL REINFORCED CONCRETE PIPE BWF BARBED WIRE FENCE CMP CORRUGATED METAL PIPE WPF WOOD PLANK FENCE DIP DUCTILE IRON PIPE A/C AIR CONDITIONER PVC POLYVNYLCHLORIDE PIPE R.R. RAILROAD GTE GENERAL TELEPHONE AND ELECTRONICS TOB TOP OF BANK TELE. TELEPHONE TOS TOE OF SLOPE OHW AND TELEPHONIE' SERVICE LINE NO, NUMBER SON /OR F.F. FINISH FLOOR F.O.C. FIBER -OPTIC CABLE DIA. DIAMETER 9ry CHECK \ ^ 0 9 GRATE INL T b * k a� h 1 ` k "�" a Q �Ni TOP = 82.1 GRATE INLET h°h°� ^0' x^ 5a O, 1 ' LVE yn d - (y /� FENCE ti ON G Pao 10 \ ° Q� / 1Q r �+ rd J° ' 49� I� a !-(j ! CONC PAD Rr ooh' TOP = 79.82 d` ❑ , x / , <` M ti0° j? Q ' hey' ^ ^ / g v# __,- \ 2P� INV SE = 15 L� 6 ^ a X ^ ^ a� g' �' �r 6 `;1� a 'a gry .._ m iNV = 7 .OR INV. = 75.09 ° '�`� � $' ' � �h� ^0A 0r a *.„.. � -. a a �/ ,'w �Q a Q1 ' X^ ^a ^o x ^0�g., g g �, ,�+ 9.. c4 1 .`° r PUMP ^ o ,�• �e 4, f �. ®5.. �c ^ PUMP ex X e°9 h® ^ h , ®n Qa. G Q a * ® +®C METER �' i 2q® X ETE PUMP W e� 109 X ^07 ^ R E T E N T 14 N P 0 N D x a pp,„„ g pd' DG 1UUj� p 0 ° by 20 x `� cvo g x11' iad1, i2 °' ^�^ ' S� iv t ^° a L4' �• ®° �h x ^0 {t ONO PALL GRATE INLET 0�" o� ° �' °x ^$° x tit ^o .-X ' ° ., -F �1 ; $ +,.- 9 ` P 1 x ti e� ell iy TOP = 78.89 ^ ^O 1¢ qo h� 5, X (i,�,/� 9 . d t !�a �n L\ e DIP 5 eP' ^' ° 9 (1 k `' x : �w- Q 1 .* _. VAULT 1h` ° h e x hh• INV E ®73.25 ^°a' =- ; ° S❑ ` 10 4P S� 0. r b �. ,y e ,p 6�1i,: 7 /�a,.. ® 6. rx' --.. ^ �' ° ^0 ° o 1� a OQ Y ° b• k U 6 ^ ry $ . � ` g; a l : 1. FENCE t# "�'1 0• . * to ^ INV W a 73.25 ^ y �}- --g• ` -, •° ^ l:' o"' i2 r, .-. ® o MES ! 023 hs . 6p fix' 01 1�3 0 x^ x X 1 1 �D * �a `1 g Q . 1' `�3 , : _..a 6• `w ^°r 1' o® ,,s , g2 io Q i r 1� 5 - �. ,, ^ h� X ^ SANITARY MANHOLE a � : d �; k .ka..^ d g. *'` x 1 9°P�° ® °! i1r'� g °a.f,. INV. S 74.98 hti 9 p `d QJd :,: ,�7 X1 e h�0 tx1 RIM m 7680 4' 1d'a ,<-�¢ H° d ..,...'A = �'; ® 9 >._ ; i1�_ ® ° .16 °vr 3° �y ®1°© SANITARY MANHOLE INV E o 72. / 9" b +;` 'cJ ' �?, it '* a< Q'9�' * # w "." ,.. n *. 0a ® 1 i I Q 86 RIM 79.08 ms 11 ® Q Q * ` ,,..:. _ a 1�. ^k 9° g° yr iD1z� .,..'6 �"'C - " i9.( ,Qry INV N ®71.72 INV NW .7¢.26 .�� /� i /� 1Q;,. o j°® . . f�i g) ® 1a.h. i ` .. INV SE m. 71.78 X 17�- . + ,. �. -.' ®' i�i� 1�a ®aa '',+� ` 6 °. iD° 6° 6. -. f 4 ° ®' ..n5 9 .. g "';_ :° °`� e V ®yf' �� TOE - - _ ® i ' "� , -' .4 ^ MES = GRATE INLE �. OF' SLAP ,y o}` ° ^-- =- ° ` e� -ac^ ^`' _ ®- .® ®8� �h1o°, ;- 6 0 I • �' B_t �ti `/C.,, y� ^h of B K ^y , o yry INV 66.27 - ---- - - - - -- - TOP = 77.90 ^ ^ ^h 1h. ` off` ^h ®. d INV = 72.18 TOP OF BANK ^^eh' 1iy ^ ®, ^h► ^° ®h6 ^� ho.� Ax!a q`X ` " ~,, k^ "' ^ i SKIMMER = 77.88 x (1 -- 1 (+ ^ ^h ^¢S1� ^o hh4' c k^ ^e 1 . 1 t? o VERI20N� ^ ^ 1 ^� h o 0 328.25 SLOT = 75.76 x x k � `� _ s' WOOD FENCE ^Q. 'gg... �. ^�• , � f _� ^ m .. .- � ^ � �. ^ ^`ti X X 8kM (1 X ey0 4 X t x 1k'`r h 8' W000 g h b ^o Br i` X FEN o N89 °39'20 "W(D) 1311.05'(D) , ,r h ryh g , A» 5 , ii U� x - -->a x i2 i caTE 4oR FIR 5 8" ` ' 12iy s' cHaN J� 0� x1t ^h&`I 3 0h 6f�P� / LINK FENCE FCR ,t x x �. g ry Mao x^ x X X•11. �^ _" ►� x e•"�' X^ ' ^o• 'w_ ^o',. ,�� TREE DRIPLINE ^ 't° ( A x R (TYP.) x X I X I X X POINT OF BEGINNING x 1° TRACT B THE ELKS SOUTH LINE OF THE NE 1/4 ROBINWOOD SUBDIVISION FIRST ADDITION PB 95, PG 90 OF THE NW 1/4 OF SEC. 5 -29 -16 PB 61, PG 38 AREA OF SURVEY NOT FIELD LOCATED PER CLIENTS REQUEST. =rc •�� r ° ^0. 0 -6 41y' x4p't 1 J hry 10' x^0' 6 POINT OF COMMENCEMENT X KA THE SE CORNER OF THE NE 1/4 OF THE NW 1/4 OF SEC.5 (RR SPIKE - FOUND) • • • •• TRACT A .i C 1 1 76 cc w IL i' 7z 1§111 r' '. i • 0 • • • r t • a ,Ir 1 � 0 (n � © N 0 W LL. 0 1 W Q Ct M Li f i 1 1' 0 • LLJ 00 In C) z 1 1 76 cc w IL i' 7z 1§111 r' '. i • 0 • • • r t • a ,Ir 1 � 0 (n � © N 0 W LL. 0 1 W Q Ct M Li f i 1 1' 0 • LLJ 00 In C) z 00 1711, 0 rl- r. i 0 M .r .. a 0 C ; 0 , 00 oo i ZD • i M 1O'X20 CITY OF K� �= r S-- *42'36�- �' E /� - \ LAKE ( � OU4 ESTATES � � WEST �� NORTH LINE ` K� OF NE 1/4 4 OF T A E- CLEAR��ER0�Y 630`00' PB 90` p[ 22 NV l � OF SECTION 5. CT STREET EAST /OR BOOK 4946' �« �m n�, wuwxn� (BEARING BASIS) PAGE 839\ x x ^ r � � w ^� x � /w°S ' ~nm� 2 N D STREET EAST FOP �_ /2 ° SO. D^ 32`m /D\ � mv ��- 76,22 ~~ LSO KNOWN AS UNION STREET) vW 3000D �P�~nuy ASPHALT PAVEMENT | x x x, �' �� mv��x�� ,�r `~ ~ =n mn ~~~_ . ~ � | `' " �� WV W 1 STORY -_~ - / , 409 MASONRY v -,-�� - - � TOP - ~ � \ '- cV�,u�" I ^ r �oc�r � ww � �ru TOP s =81.23 �y oos� ` IINV S�(8- P�)��oo mwm wvw=m ' -�� 17.7 0 . SANITARY MANHO 87.06 GRAt 1, MASONRY :;f 4V 69.19 x 101 JT I I' I \I\ 4�1 j! GRATE INLET x CHECK VALVE 4' NO% x DOUBLE GRATE INLET x 161* x 151 'NVV SN RIM/ 86 34 MES lov x '0II IN BO:36 0* 1 A �p \ / IANHOL&�__xf V PAD 0 INLET Ids tGRATE 19 x kMES 11 IV a 3.0 1 68.9 x a. dTj = �� L I- _ ______ . || |/ "5& �� ----- --- ----�-- --------- �- � |� � ^ ATE INLET || � ° ` ' ��/ n � �uo�o '' � ORIGINAL SANITARY MANHOLE ^ -^�~ ' ' op \ RIM 87.63 ~�:» RE�EK�D }| ''�� ' /*u ^� uu ~--^v«/��/ �� / /' x~ '\ �,� '~ «�� \ \ �� \\� v-^�� x ~y� �� ' �^^�' �� Top ��c�� ` AREA OF SURVEY NOT RELD LOCATED PER CLIENTS REQUEST. ` ` LEGAL DESCRIPTION: TRACT A �� A PORTION OF �E NORTHEAST �E � S��, RANGE 16 EAST, P|NELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5, THENCE N 89~39'20° VK, ALONG THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF 8A0 SECTION 5` FOR 33.00 FEET TO THE P0NTOFBEG|NN�� THENCE CONTINUE N 8839^2D" 0\ ALONG SAID SOUTH LINE AND ALONG THE NORTHERLY BOUNDARY LINES OF RO8|N00O0 SU8D|NS!ON, ROB|NW00D SUBDIVISION FIRST ADDITION AND THE ELKS, AS RECORDED IN PLAT BOOK 52' PAGE 90, PLAT BOOK 61. PACE 38 AND PLAT BOOK 05, PAGE 90' RESPECTIVELY, OF _ THE PUBLIC RECORDS OF 9|NELLAS COUNTY, FLORIDA, FOR 1311.05 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS; THENCE N 00`48'58" E. ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SEC�DW 5, FOR 1338.20 FEET T0 THE SOUTHWEST CORNER OF THE PLAT OF LAKE CHAUTAUQUA ESTATES, AS RECORDED IN PLAT BOOK 80, PAGE 22 OF THE PUBLIC RECORDS OF P|NELLASCOUNTY' FLORIDA; THENCE S 80`42'36° E, ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5 (BEING THE BASIS OF BEARINGS OF THIS DESCRIPTION), SAME ALSO BEING THE SOUTH BOUNDARY LINE OF AFORESAID LAKE CHAUTAUQUA ESTATES FOR 030.00 FEET TO THE P0NTDF|WTERSEC�0N WITH THE WESTERLY R|QHT-OF-WAYUNE OF 2ND STREET EAST; THENCE S 00102'32" 0( ALONG SAID WESTERLY R|GHT-UF-WAYL�E FOR 3&OO FEET; THENCE S B9�2`30" E' ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID 2ND STREET EAST AND ALONG A LINE 30.00 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5, FOR 670.63 FEET TO THE WEST RIGHT-OF-WAY LINE OF SOVLEROAD; THENCE S 00^22`34" 0\ ALONG SAID WEST LINE AND ALONG A LINE 33'00 FEET WEST UF AND PARALLEL T0 THE EAST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5' FOR 13QT3A FEET TO THE POINT OF BEGINNING AND CONTAINING 33.77 ACRES MORE OR LESS. ��A��ONOF�EN��1�O�E OF SECTION �|P2QS��'�N�18�� pINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE &TTHE SOUTHEAST CORNER OF THE N THE NORTHWEST 1/4 OF SAID SECTION 5; THENCE N 89^39'20^ ALONG THE SOUTH LINE OF THE NORTHEAST 1/4 THE NORTHWEST 1/4 OF SAID SECTION 5, ALSO BEING THE NORTHERLY BOUNDARY LINES 0FR8B|NWO8D SU8D|\4S(ON,RO8|N00OD SUBDIVISION 'RRSTADD|�UN ANU THE EU<S, AS RECORDED IN PLAT BOOK 5� PAGE 99' PLAT BOOK 61^ PAGE 38 AND PLAT BOOK 85, PAGE 9l RESPECTIVELY, OF THE PUBLIC RECORDS OF P|NELLAS COUNTY, FLORIDA, FOR 1015.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID UNEN 88^38^20" M\ FOR 328.25 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS; THENCE W 00^48'56° E' ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5, FOR 337.03 FEET; THENCE N 37^22'44° E. FOR 392.31 FEET; THENCE N 0757'17" E' FOR 29.55 FEET; THENCE S 42^51'57" E. FOR 57'7�FEE� THENCE S 34�6'08^ E. FOR 119.85 FEET, THENCE 44�5'25° E` FOR 107.76 FEET, THENCE S 33^40'06" E^ FOR 80.61 FEET; THENCE S 4475'55° E. FOR 188.55 FEET/ THENCE S 28�42"43" E. FOR 45.96 FEET; THENCE S 1470^34^E' FOR 82.48 FEET; THENCE S 83'33'650" YK FOR 19.88 FEET; THENCE N 2S^31'38" 0\ FOR 78.31 FEET, THENCE S 47`4544" 0\ FOR 328.30 FEET TO THE POINT OF 8EQNNiWG, AND CONTAINING 5.84 ACRES, MORE OR LESS, 254,507 SQUARE FEET' MORE OR LESS. OCT - --- vn07ES PLANNING DEPARTMENT 1. TYPE OF SURVEY- TOPOGRAPHIC SURVEY. CITY OF CLBARVW\TER 2, DATE OF SURVEY. WAY 12.2008. 3. SURyEY{REW: FRANCISCO GARC|A and BRIAN FAWCETT / 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER T0 THE NORTH AMERICAN VERTICAL DATUM OF 1988. (N.A.\(D,) 5. REFERENCE BENCHMARK IS P|NELLAS COUNTY BENCH MARK COURTNEY N, FROM THE INTERSECTION OF S.R. 590 DREW STREET AND S.R. S-590A N.E. COACHMAN R0AD, RUN NORTHEASTERLY ON S.R. S-500AFOR 1,20 MILES TO OLD COACHMAN ROAD' TURN LEFT AND RUN NORTHWESTERLY FOR O.55 MILES ON OLD COACHMAN ROAD, STATION ON LEFT, 20.0 FT WEST OF THE CENTERLINE OF COACHMAN ROAD, 20,5 FT. NORTH OF THE EXTENDED CENTERLINE OF DRIVEWAY 1724 COACHMAN ROAD, 89.8 F[ EAST SOUTHEAST DF THE N.E. CORNER OF A SINGLE STORY BLOCK HOUSE 1724 COACHMAN ROAD, 8.0 FT. WEST OF THE EDGE OF PAVEMENT, 3`0 FT. N.E. OF A TELEPHONE POLE NUMBER 1724, 89.3 F[ N.W. OF A STEEL POWER TRANSMISSION POLE ANL 110. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. ` ELEVATION = 51.77 ' 5. BOUNDARY SURVEY WAS PROVIDED BY CLIENT AND BASED ON A SURVEY BY ZARRA 8OYD' INC. DATED 8/30/02. THIS IS NOT A BOUNDARY SURVEY. 7. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. ' O. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. ' Q. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 10. ALL MEASUREMENTS, D|STANC[S, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61Gi7-8, FLORIDA ADMINISTRATIVE CODE. 11. USE OF THIS SURVEY 8YANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE_USERS3ULE RISK WITHOUT LIABILITY TO THE SURVEYOR. 12. THERE MAY BE ITEMS DRAWN OUT OFSCALE TO GRAPHICALLY SHOW THEIR LOCATION, 13. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HE|QHT(DBH), WERE LOCATED AND SHOWN ON MAP OF SURVEY. ' 14. THERE MAYBE ADDITIONAL PLANTED CYPRESS TREES IN RETENTION PONDS NOT LOCATED. ` SHEET 1 O 2 co 10 w L Cc Q_ LLJ LLI < 0 �Z_ LL �H uj Ir- U) I < \., (- J ° � r� (� < ~ _J � p) [> [O "` . � Lli -/ ry 0 ~ � LJ I._4 ry 0 E . 0 �M [D Lli QO 0 ~^ � 7 OO 0 OO ~ `' < 0 LL_ I _ [L C4 < .� CLr7 `- ' OO r7 Qr_ 0O U [L O] LJ= =ND OAK TREE 13 TRAFFIC SIGNAL ACCESS BOX 1110 SCALE 0' CLEANOUT PINE TREE 0 GAS METER PALM TREE 0 GAS VALVE CYPRESS TREE SANITARY MANHOLE GREASE-TRAP MANHOLE OTHER TREE (AS LABELED) ELECTRIC MANHOLE 0 BUSH STORM MANHOLE UNK UNKNOWN FND FOUND WATER VALVE SCIR SET llr CAPPED IRON ROD -L8 451Y 0 RECLAIMED WATER VALVE FIR FOUND IRON ROD E WATER METER BOX FOR FOUND CAPPED IRWRONDO(TSEIDA NOTED) RECLAIMED WATER METER BOX FRR FOUND RAILROAD SPIKE PK FCM FOP PARKER KAYLON NAIL FOUND CONCRETE MONUMENT ?,ZE NOTED FOUND OPEN-ENDED IRON PIP NOTL) o ore IRRIGATION CONTROL VALVE FIRE HYDRANT FFP (SIZE FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) LIGHT POI F FN&D FOUND NAIL & BRASS DISK WOOD UTILITY POLE SN&D SET NAIL IN BRASS DISC 'LIR 4513" CONC UTILITY POLE ID PLS IDEN11FICAIION PROFESSIONAL LAND SURVEYOR TELEPHONE BOX LB LICENSED BUSINESS CABLE TV BOX p PLAT SIGN D DESCRIP71ON SPRINKLER HEAD 6.R. FIELD MEASURED OFFICIAL RECORDS (BOOK) ROOF DRAIN PO PAGE LANDSCAPING LIGHT P8 CP PLAT BOOK CALCULATED FROM PLAT CALLS -WATER- UNDER�ROUND UTILITY PAJNT MARK LABELED) Cf CALCULATED FROM FIELD SURVEY 'AS POB POINT OF BEGINNING GUY GUIDE WIRE FOC POINT OF COMMENCEMENT R/W RIGHT-OF-WAY D.E. DRAINAGE EASEMENT E/P EDGE OF PAVEMENT MH MANHOLE 80C BACK OF CURB EL ELEVATION HWY HIGHWAY INV. INVEIRT BLVD BOULEVARD T.Olpl TOP OF PIPE CONC CONCRETE UG UNDERGROUND M.E.S. MITERED END SECTION EM ELECTRIC METER F.ES. FLARED END SECTION CLF CHAIN LINK FENCE RCP REINFORCED CONCRETE PIPE BWF BARBED WRE FENCE ERCP ELUP71CAL REINFORCED CONCRETE PIPE WPF WOOD PLANK FENCE CMP CORRUGATED METAL PIPE A/C AIR CONDITIONER DIP DUCTILE IRON PIPE R.R. RAILROAD PVC POLY'ANYLCHLORIDE PIPE TOB TOP OF BANK GTE GENERAL TELEPHONE AND ELECTRONICS TO$ TOE OF SLOPE TELE. TELEPHONE NO. NUMBER ��c�� ` AREA OF SURVEY NOT RELD LOCATED PER CLIENTS REQUEST. ` ` LEGAL DESCRIPTION: TRACT A �� A PORTION OF �E NORTHEAST �E � S��, RANGE 16 EAST, P|NELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5, THENCE N 89~39'20° VK, ALONG THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF 8A0 SECTION 5` FOR 33.00 FEET TO THE P0NTOFBEG|NN�� THENCE CONTINUE N 8839^2D" 0\ ALONG SAID SOUTH LINE AND ALONG THE NORTHERLY BOUNDARY LINES OF RO8|N00O0 SU8D|NS!ON, ROB|NW00D SUBDIVISION FIRST ADDITION AND THE ELKS, AS RECORDED IN PLAT BOOK 52' PAGE 90, PLAT BOOK 61. PACE 38 AND PLAT BOOK 05, PAGE 90' RESPECTIVELY, OF _ THE PUBLIC RECORDS OF 9|NELLAS COUNTY, FLORIDA, FOR 1311.05 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS; THENCE N 00`48'58" E. ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SEC�DW 5, FOR 1338.20 FEET T0 THE SOUTHWEST CORNER OF THE PLAT OF LAKE CHAUTAUQUA ESTATES, AS RECORDED IN PLAT BOOK 80, PAGE 22 OF THE PUBLIC RECORDS OF P|NELLASCOUNTY' FLORIDA; THENCE S 80`42'36° E, ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5 (BEING THE BASIS OF BEARINGS OF THIS DESCRIPTION), SAME ALSO BEING THE SOUTH BOUNDARY LINE OF AFORESAID LAKE CHAUTAUQUA ESTATES FOR 030.00 FEET TO THE P0NTDF|WTERSEC�0N WITH THE WESTERLY R|QHT-OF-WAYUNE OF 2ND STREET EAST; THENCE S 00102'32" 0( ALONG SAID WESTERLY R|GHT-UF-WAYL�E FOR 3&OO FEET; THENCE S B9�2`30" E' ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID 2ND STREET EAST AND ALONG A LINE 30.00 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5, FOR 670.63 FEET TO THE WEST RIGHT-OF-WAY LINE OF SOVLEROAD; THENCE S 00^22`34" 0\ ALONG SAID WEST LINE AND ALONG A LINE 33'00 FEET WEST UF AND PARALLEL T0 THE EAST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5' FOR 13QT3A FEET TO THE POINT OF BEGINNING AND CONTAINING 33.77 ACRES MORE OR LESS. ��A��ONOF�EN��1�O�E OF SECTION �|P2QS��'�N�18�� pINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE &TTHE SOUTHEAST CORNER OF THE N THE NORTHWEST 1/4 OF SAID SECTION 5; THENCE N 89^39'20^ ALONG THE SOUTH LINE OF THE NORTHEAST 1/4 THE NORTHWEST 1/4 OF SAID SECTION 5, ALSO BEING THE NORTHERLY BOUNDARY LINES 0FR8B|NWO8D SU8D|\4S(ON,RO8|N00OD SUBDIVISION 'RRSTADD|�UN ANU THE EU<S, AS RECORDED IN PLAT BOOK 5� PAGE 99' PLAT BOOK 61^ PAGE 38 AND PLAT BOOK 85, PAGE 9l RESPECTIVELY, OF THE PUBLIC RECORDS OF P|NELLAS COUNTY, FLORIDA, FOR 1015.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID UNEN 88^38^20" M\ FOR 328.25 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS; THENCE W 00^48'56° E' ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5, FOR 337.03 FEET; THENCE N 37^22'44° E. FOR 392.31 FEET; THENCE N 0757'17" E' FOR 29.55 FEET; THENCE S 42^51'57" E. FOR 57'7�FEE� THENCE S 34�6'08^ E. FOR 119.85 FEET, THENCE 44�5'25° E` FOR 107.76 FEET, THENCE S 33^40'06" E^ FOR 80.61 FEET; THENCE S 4475'55° E. FOR 188.55 FEET/ THENCE S 28�42"43" E. FOR 45.96 FEET; THENCE S 1470^34^E' FOR 82.48 FEET; THENCE S 83'33'650" YK FOR 19.88 FEET; THENCE N 2S^31'38" 0\ FOR 78.31 FEET, THENCE S 47`4544" 0\ FOR 328.30 FEET TO THE POINT OF 8EQNNiWG, AND CONTAINING 5.84 ACRES, MORE OR LESS, 254,507 SQUARE FEET' MORE OR LESS. OCT - --- vn07ES PLANNING DEPARTMENT 1. TYPE OF SURVEY- TOPOGRAPHIC SURVEY. CITY OF CLBARVW\TER 2, DATE OF SURVEY. WAY 12.2008. 3. SURyEY{REW: FRANCISCO GARC|A and BRIAN FAWCETT / 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER T0 THE NORTH AMERICAN VERTICAL DATUM OF 1988. (N.A.\(D,) 5. REFERENCE BENCHMARK IS P|NELLAS COUNTY BENCH MARK COURTNEY N, FROM THE INTERSECTION OF S.R. 590 DREW STREET AND S.R. S-590A N.E. COACHMAN R0AD, RUN NORTHEASTERLY ON S.R. S-500AFOR 1,20 MILES TO OLD COACHMAN ROAD' TURN LEFT AND RUN NORTHWESTERLY FOR O.55 MILES ON OLD COACHMAN ROAD, STATION ON LEFT, 20.0 FT WEST OF THE CENTERLINE OF COACHMAN ROAD, 20,5 FT. NORTH OF THE EXTENDED CENTERLINE OF DRIVEWAY 1724 COACHMAN ROAD, 89.8 F[ EAST SOUTHEAST DF THE N.E. CORNER OF A SINGLE STORY BLOCK HOUSE 1724 COACHMAN ROAD, 8.0 FT. WEST OF THE EDGE OF PAVEMENT, 3`0 FT. N.E. OF A TELEPHONE POLE NUMBER 1724, 89.3 F[ N.W. OF A STEEL POWER TRANSMISSION POLE ANL 110. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. ` ELEVATION = 51.77 ' 5. BOUNDARY SURVEY WAS PROVIDED BY CLIENT AND BASED ON A SURVEY BY ZARRA 8OYD' INC. DATED 8/30/02. THIS IS NOT A BOUNDARY SURVEY. 7. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. ' O. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. ' Q. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 10. ALL MEASUREMENTS, D|STANC[S, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61Gi7-8, FLORIDA ADMINISTRATIVE CODE. 11. USE OF THIS SURVEY 8YANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE_USERS3ULE RISK WITHOUT LIABILITY TO THE SURVEYOR. 12. THERE MAY BE ITEMS DRAWN OUT OFSCALE TO GRAPHICALLY SHOW THEIR LOCATION, 13. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HE|QHT(DBH), WERE LOCATED AND SHOWN ON MAP OF SURVEY. ' 14. THERE MAYBE ADDITIONAL PLANTED CYPRESS TREES IN RETENTION PONDS NOT LOCATED. ` SHEET 1 O 2 co 10 w L Cc Q_ LLJ LLI < 0 �Z_ LL �H uj Ir- U) I < \., (- J ° � r� (� < ~ _J � p) [> [O "` . � Lli -/ ry 0 ~ � LJ I._4 ry 0 E . 0 �M [D Lli QO 0 ~^ � 7 OO 0 OO ~ `' < 0 LL_ I _ [L C4 < .� CLr7 `- ' OO r7 Qr_ 0O U [L O] W, , e I , A" 01. 1. i 0 RIM = 85-88 9p, w �W-NE_(8-PVC) 78.09 L "To K " "1", 4 6 , V Nt (w PVC) 80 9 1 qv )KINV NW_ (8- PVC) 7 it GRATE > st LET kgj,A1 --A4>t d , 4. - ep I i4, x TOP 80,85 & N (§�/ INV I AC' w4j"-wil 1 V W '(85C PVC) 81.q1 /1'SW (1.0" PVC) p3f 0 INV 81.35 p- x v -0 x 1 'v "61 ICV� pew, tP �p M 4�1 7, INV 80.30 Y r,- 0& x x IWOO'R \-IAININ 't N11\1 tD IN 68.9 ",by 4 7;. tg 7k X4 .91 COD �p a, e, 41 - 4-�' x �Y, Y jr Vv - k\ Al- L, NVE S TT LPE 7' 1 Kill MA T( Ezra =�x 7�1 r"m f_1 C_ 7� _'CH LINE SHEE7 161. 4 DEW 1�_ I/ MT6 \1 ill IL." � # .4", - .1� 1� ( MA 7 E Got oo_ (tj,6", C, ->.� 'r _7,1� - i � 91 �' � 'o"N"D '/ f6c '* \ 0/ di!, � ( 6 11 A x RETENTICrVN x 0 x 10 A r1hN, I - - 0 _. 1 51 lb -A 0 / ry ov o --fe, ,z SANITARY MANHOLE r-SANITARYMAWOLE --:�;T E RIM - 87.63 1 1 RIM - 88,13 a WInRj Mr NnVL I RIM = 66.10 1 eA I e I' ZMES y x (.3 CV INV 66.40 x x x x SANITARY MANHOLE R 98 P STORM MH lq01 full = /6.00 INV ry976.15 AD Q j 11V % , // tol C3 X V i 0A s.I x0 A W�� x 4URATE INLET Rh IN e A 0�p_ TOP = 83.1 ZA RIM = 75.96 1p. x INV SE = '72.44 co <m INV HE - 72.47 0, INV S (15- RCP) = 78.6 INV N (36- RCP) = 78.67 INV SE (36- RCP) = 78.71 :"�j�"vd xe RCP , x 'a cs.\ GRATE INLET TOP = 83.65 INV W = 78.00 INV HE - 79.07 GRATE INLET - x TOP = 84.03 CURB INLE NV E - 79.26 0� NV W {30° CP) �50' :NV W - 80.52 INV SE _(*2" ROP) PC" ci` JHROAT = 8 1p X0 -p X. x 0 0 t5 x 0�0 x OUR LZ A yq RA64.4' taf (84.42 :NV 15" RCP) = 79.17'" X* NV S (36" RCP) - 79.40 x z C 1 x 56 o II w Q 0o1 1 7 R1 X S LS 2' CONC CUIRB�� < XO o e o CL PALM TREE 2' CONC CU X� ti 0 0 CYPRESS TREE (3) SANITARY MANHOLE GRAPHIC SCALE 1� , q 4 o° %\ 0 x 249.27 50 0 25 50 100 cr_ ELECTRIC MANHOLE x -R-3--m MAN= xor ATE INLET BUSH x STORM MANHOLE UNK UNKNOWN z 0 P = 83.51 ❑ IfV S ( 14 X/Q Cr) 80.76 x 0 0 4v IOU x1r x GRATE INLET TOP ; taf (84.42 :NV 15" RCP) = 79.17'" 2�e � p, \ NV S (36" RCP) - 79.40 C"I r- INV N (36- RCP) = 79.17/ OAK TREE 1 x 56 o II w Q et- 1 7 R1 X S LS 2' CONC CUIRB�� < XO o e o lie x PALM TREE 2' CONC CU X� ti v TOP OF BANK yy 2' RCP e , 4 INV (42* RCP) 3;oe_�r' appe o A W A , VLx< bLi- 6'", AL112111 SANITARY MANHOLE INV IN 73.25 5 FENCE -r-- pr MES k x INV. 13 �,& � - , I yq -,/ X��' I ' ��? , < "*"-SANTARY MANHOLE COULD NOT OPEN) oi 1 4- , q , , \,( A:� - - ------- , , f*,4�T, 4" A, (FILLED WITH WATER 74.98 bo FM P�A I I f Xtx RIM M-A SANITARY MANHOLE 1, - - X_ �1� \ . � - i, � I" - p Im , �, .w 5 E; 5R air INV Va RIM - 79�03 Iv Z to. INV N 2�2 '11, Q - ev _i� - NV N 71.72 %n- 7, 6mg :NV SE 71.78 AO 0 , '7�� 9, - 0;,\ ��, 121 av, �r 7- / 4". �p MES ;4 0,� GRATE INLE _77�7 T/'�7 Eo\ ��ti INV 66.27 1! 77.90 . �i - lb , - 6 OF BANK TOP At, TOP INV = 72,18 SKIMMER = 77.88 328.25' SLOT = 75.78 DA�N- 12-p 'To , , , �,,/ , _ N89'39'20"W(D) 1311.05 _x1 taf LEGEND 2�e � p, \ 11 * WP C"I r- 04 OAK TREE ca 71 II w Q 0 to 1 00' CLEANOUT S LS PINE TREE < GAS METER lie x PALM TREE ti 0 CYPRESS TREE (3) SANITARY MANHOLE GRAPHIC SCALE @ GREASE-TRAP MANHOLE %\ 0 LLJ j 50 0 25 50 100 cr_ ELECTRIC MANHOLE x -R-3--m MAN= IN FEET 1 inch = 50 ft, X4-' x E. B OUNDARY OF THE NE 1/4 > 4P OF THE NW 1/4 OF SEC. 5, � II FN &D TWP. 29 S, RGE. 16 E LB 021 x 10 0 0, 0 MES INV 9.97' Y) THE ELKS PB 95, PG •0 12 AREA OF SURVEY NOT FIELD LOCATED PER CLIENTS REQUEST. I----SOUTH LINE taf LEGEND ROBINWOOD SUBDIVISION FIRST ADDITION OF THE NW 1/4 0 OAK TREE ca TRAFFIC SIGNAL ACCESS BOX 140 SCALE 00' CLEANOUT dt PINE TREE < GAS METER PALM TREE GAS VALVE 0 CYPRESS TREE (3) SANITARY MANHOLE a-, < > @ GREASE-TRAP MANHOLE LLJ j OTHER TREE (AS LABELED) cr_ ELECTRIC MANHOLE 0 BUSH STORM MANHOLE UNK UNKNOWN z 0 5� < FND FOUND WATER VALW SCR SET CAPPED IRON ROD `L8 451r 0 RECLAIMED WATER VALVE FIR g2" FOUt IRON ROD ((SIZE NOTED) Ea WATER METER BOX FCIR FOUND CAPPED IR N ROD (SIZE NOTED) RECLAIMED WATER METER BOX E-4 FRR FOUND RAILROAD SPIKE 0- o 0 PK PARKER KAYLON NAIL IRRIGATION CONTROL VALVE FCM FOP FOUND CONCRETE MONUMENT (SIZE NOTED) FOU14D oore FIRE HYDRANT 0 FPP OPEN-ENDED IRON PIPE (SIZE NOTED) FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) < LIGHT POLE FN &D FOUND NAIL % BRASS DISK 0 WOOD UTILITY POLE SN&D SET NAIL IN BRASS DISC U 4513* :D 0 CONC UTILITY POLE ID PLS IDENTIFICATION PROFESSIONAL LAND SURVEYOR CD TELEPHONE BOX LB LICENSED BUSINESS CABLE TV BOX P PLAT SIGN D DESCRIPTION SPRINKLER HEAD 6.R. FIELD MEASURED OFFICIAL RECORDS (BOOK) 0' ROOF DRAIN PG PAGE LANDSCAPING LIGHT Ps cp PLAT BOOK CALCULATED FROM PLAT CALLS �WATER UNDERGROUND UTILITY PAINT cf CALCULATED FROM FIELD SURVEY MARK (AS LABELED) Poe POINT OF BEGINNING GUY GUIDE WIRE POC POINT OF COMMENCEMENT R/W RIGHT-OF-WAY Cu P.U. PUBLIC UTIU77ES EASEMENT q CENTERUNE 0.1 ME* DRAINAGE EASEMENT E/P EDGE Of PAVEMENT C) MH MANHOLE 800 BACK OF CURB EL. ELEVATION HWY HIGHWAY INV, INVERT BLVD BOULEVARD T.O' P, TOP OF PIPE OONC CONCRETE CD UG U.Q. UNDERGROUND NDERDRAIN ASPH ASPHALT 2 M.E:Sv MITERED END SECTION EM ELECTRIC METER CO F.E.S. FLARED END SECTION CLF CHAIN LINK FENCE RCP REINFORCED CONCRETE PIPE aff BARBED WERE FENCE EROP ELLIPTICAL REINFORCED CONCRETE PIPE WPF WOOD PLANK FENCE CUP CORRUGATED METAL PIPE A/C AIR CONDITIONER 0) DIP DUCTILE IRON PIPE R.R. RAILROAD 39: PVC POLYMNYLCHLORIDE PIPE TOB TOP OF BANK 0 GTE GENERAL TELEPHONE AND ELECTRONICS IDS TOE OF SLOPE TE• TELEPHONE NM NUMBER OHW OVE EAD ELECTRIC ON ANDTOR TELEPHONemEws) F.F. DID. DIAMETER DIAMETER C:1 F. 0. C_ FIBER-OPTIC CABLE THE ELKS PB 95, PG •0 12 AREA OF SURVEY NOT FIELD LOCATED PER CLIENTS REQUEST. I----SOUTH LINE OF THE NE 1/4 ROBINWOOD SUBDIVISION FIRST ADDITION OF THE NW 1/4 OF SEC. 5-29-16 PB 61, PG 38 1016"Rii 131101T 11 a 4 LU _j 0 00 X POINT OF COMMENCEMENT THE SE CORNER OF THE NE 1/4 OF THE NW 1/4 OF SEC.5 (RR SPIKE-FOUND) N89-39'20"W (D) 33-00' (D) laeffillimns 8�1 • t ri-I I o Jim Lo o C'4 L0 0 CID Z o 0- a J • • • iii iii wM610111 0 _j C\j CL JAJ LL L0 LL_ 0 LLJ M © Q J 0 z cc P � 0 IL pj w Z 0 0 cc < 0 Q 0 0 01) LLJ Y 00 (,C) < U In 0 z 00 a-, < > 0 LLJ j cr_ oo o m z 0 5� < cr) Lij Ii y Q _j LL_ 0 - < < C/) L,J E-4 0 C) 01 0- o 0 00 0 < oo oo z :D 0 CD CC Sam A' �� 1� _4 y- V. ��8441 �-D B63 p" LEA je W 0) 5; U) u (L Lu Svj-p I— t3:5 - _j � w < (nD cc -, 0 g'< Z v)w WO W' " ir W <U_<�- 0 0 u D' mox°-o1' IL 0 2 0 x CZO D ie 111' 2� lj qN - 3 GREASE TRAP cs TOP 87.42 E� All L5's V., 611, ICV 3 Uj LXJ r. *j. LIJ 115 x %bi ❑ uvc GREASETRAP '�36 .7�2'2 p _ ;F VC=84.15 1, 1 N ICV ICV 147 10 ) , tm-, UI;7 0 7 CSI 129 u > (131 O p L "7 'ver 1401 rq-2-2- 3 ol IcV c cm c= E=cvn= mmmmm== Z= nit'. 'Em MATCH LTYX SHEET 1.4 W MATCH LINE- SHRWT 1.3 or �y mm Ims 1� cmpt �tll= .:I", mm mm Esc2zzm=zmm cm�\ m= mescom� orn CTN tti CD O CD OD u CU ,D �D 7 -rft IcV (768' . . .ate ... 766) �R g 10V II L2 I HATCH LINE SHZZT fS1.6 SYEET TS1.6 )�?e MA SHEETFS1.2l WA er Ail_ Z; kill N ix )IcV _2 17! LEGEND 0 OAK a TRAFFIC SIGNAL ACCESS BOX . NO SCALE 0' CLEANOUT PINETREE GAS METER PALM TREE GAS VALVE SANITARY MANHOLE CYPRESS TREE @ GREASE-TRAP MANHOLE OTHER TREE (AS LABELED) @ ELECTRIC MANHOLE 0 UNK BUSH UNKN OM @ STORM MANHOLE 0 WATER VALVE FND SCIR FOUND SET 117'CAPPED IRON ROD'I_B451T' 0 RECLAIMED WATER VALVE FIR FOUND IRON ROD (SIZE NOTED) M WATER METER BOX FCIR FOUND CAPPED IRON ROD (SIZE NOTED) ff) RECLAIMED WATER METER BOX ERR PK FOUND RAILROAD SPIKE PARKER KAYLON NAIL IRRIGATION CONTROL VALVE FCM FOUND CONCRETE MONUMENT (SIZE NOTED) 4b'�E HYDRANT FOP FOUND OPEN-ENDED IRON PIPE (SZE NOTED) or FPP FOUND PINCHED -TOP IRON PIPE (SIZE NOTED) LIGHT POLE FN&D FOUND NAIL & BRASS DISK WOOD UTILITY POLE SN&D SET NAIL IN BRASS DISC'I_B451T' CONO UTILITY POLE ID IDENTIFICATION PLS PROFESSIONAL LAND SURVEYOR TELEPHONE BOX LB LICENSED BUSINESS CABLE TV BOX P PLAT -SIGN D DESCRIPTION SPRINKLERHEAD 6.R. FELDMEASURED ,]8p ROOF DRAIN PG OFFICIAL RECORDS (BOUT,} PAGE 4 LANDSCAPING LIGHT PB cp PLAT BOOK CALCULATE FROM PLAT CALLS WATER- UNDERGROUND UTILITY PAINT E cf CALCULATED) FROM FIELD SURVEY MARK (AS LABELED) POEL PO:NT OF BEGINNING INNING GUY GUIDE WIRE POC FONT COMMENCEMENT RAN RIGHT -CF -WAY P.U. PUBLIC UTILITIES EASEMENT q CENTERLINE D.E. DRAINAGE EASEMENT EIP EDGE OF PAVEMENT FAH MANHOLE BOC BACK OF CURB EL ELEVATION HWY HIGHWAY INV. INVERT BLVD BOULEVARD T.O.F. TOP OF PIPE CONC CONCRETE UG U.D. UNDERGROUND UNDERDRA IN ASPH ASPHALT M, E.S. MITERED END SECTION Em ELECTRIC METER F.E.S, FLARED END SECTION CLF CHAN LINK FENCE RCP REINFORCED CONCRETE PIPE BWF BARBED WIRE FENCE ERCP ELLIPTICAL REINFORCED CONCRETE PPE WPF WOOD PLANK FENCE CMP CORRUGATED METAL PIPE A/C AIR CONDITIONER DIP DUCTILE IRON PIPE R.R. RAILROAD PVC POLYVINYLCHLORIDE PIPE TOB TOP OF BANK GTE GENERAL TELEPHONE AND ELECTRONICS TOS TOE OF SLOPE TELE TELEPHONE NO, NUMBER OHW OVERHEAD ELECTRIC, CABLETELEVISION F.F. FINISH FLOOR AND/OR TELEPHONE SERVICELINE(S) D1A_ DIAMETER F.O.C. FIBER- OPl"IC CABLE a a Ir I = GAS w 0 0 fA a- CL LLJ LJ C) 0 In CD Q0 N L0 V) 0 LLJ LAJ w 0 Z: z z 2 2 0 0 0 0 EL (n 0 0 0 _0 L6 :5 IN 0 uJ C14 00 Z Y c 14 tn c1q SUOISIA98 ry 0 u Cm) II m c0 w co D co 0 0 I >_ [L'60 < z Ir w a (5 0 w U) (D (D 0 -1 C'4 0- LLJ L1_ 0 I LiJ < m T z .00 it 0 U. VJ ui U5 uJ cl� Ad7F OJI0, LF stir z4.:, " 11 _'_ d__"� - i , CZ0 -4 z :Fx Bftp _j -1�2 E 00t MID p _j o a) LL.h 2! J.D ci 4_1 W �Zilit 0 U. CL w J2 to (Be - �0 ) N ORIGIN& f1E 0 m r�4 Lij 00 6L -S O_ CD NOTES' OCT 2 7 2000 4' • 1 LL U in (p Li.) L� 1. TYPE OF SURVEY: TOPOGRAPHIC SURVEY. PLANNING DEPARTMENT LC) CITY OF CLEARWATER z 00 2. DATE OF SURVEY: MAY 12,2006. ry 0 3. SURVEY CREW: FRANCISCO GARCIA and BRIAN FAWCETT 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (N.A.V.D.) Q0 00 5. REFERENCE BENCHMARK IS PINELLAS COUNTY BENCH MARK COURTNEY N, FROM THE cf) INTERSECTION OF S.R. 590 DREW STREET AND S.R. S-590A N.E. COACHMAN ROAD, RUN ;7 X NORTHEASTERLY ON S.R. S-590A FOR 1.20 MILES TO OLD COACHMAN ROAD, TURN LEFT AND RUN 0 < �D NORTHWESTERLY FOR 0.55 MILES ON OLD COACHMAN ROAD, STATION ON LEFT, 20.0 FT WEST � 0 Li OF THE CENTERLINE OF COACHMAN ROAD, 20.5 FT. NORTH OF THE EXTENDED CENTERLINE III < OF DRIVEWAY 1724 COACHMAN ROAD, 89.8 FT. EAST SOUTHEAST OF THE N.E. CORNER y OF A SINGLE STORY BLOCK HOUSE 1724 COACHMAN ROAD, 8.0 FT. WEST OF THE EDGE < U OF PAVEMENT, 3.0 FT. N.E. OF A TELEPHONE POLE NUMBER 1724, 89.3 FT. N.W. OF A STEEL POWER TRANSMISSION POLE ANIL 110. SET IN THE TOP OF A CONCRETE POST ry 0- < < THAT IS FLUSH WITH THE GROUND. V) LLJ fy ELEVATION = 51.77 Q 0 0 6. BOUNDARY SURVEY WAS PROVIDED BY CLIENT AND BASED ON A SURVEY BY ZARRA BOYD, L _J n INC. DATED 8/30/02. THIS IS NOT A BOUNDARY SURVEY, 0 0 0In o 7, NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, _e4 8. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP 0 00 WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. u < 9. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 10. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN 0 EL STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER m 61617-6, FLORIDA ADMINISTRATIVE CODE. 11. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE 14 1 RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR, 12. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. CV) 13. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE LOCATED AND SHOWN ON MAP OF SURVEY. 14. THERE MAY BE ADDITIONAL PLANTED CYPRESS TREES IN RETENTION PONDS NOT LOCATED. SHEET 1 OF 2 6' WOOD FENCE FIC L3J U2 56i A!v'' T TREE DRIPL IN FIR E L FIR w TYR.) (� EDGE y1_1 a Ir I = GAS w 0 0 fA a- CL LLJ LJ C) 0 In CD Q0 N L0 V) 0 LLJ LAJ w 0 Z: z z 2 2 0 0 0 0 EL (n 0 0 0 _0 L6 :5 IN 0 uJ C14 00 Z Y c 14 tn c1q SUOISIA98 ry 0 u Cm) II m c0 w co D co 0 0 I >_ [L'60 < z Ir w a (5 0 w U) (D (D 0 -1 C'4 0- LLJ L1_ 0 I LiJ < m T z .00 it 0 U. VJ ui U5 uJ cl� Ad7F OJI0, LF stir z4.:, " 11 _'_ d__"� - i , CZ0 -4 z :Fx Bftp _j -1�2 E 00t MID p _j o a) LL.h 2! J.D ci 4_1 W �Zilit 0 U. CL w J2 to (Be - �0 ) N ORIGIN& f1E 0 m r�4 Lij 00 6L -S O_ CD NOTES' OCT 2 7 2000 4' • 1 LL U in (p Li.) L� 1. TYPE OF SURVEY: TOPOGRAPHIC SURVEY. PLANNING DEPARTMENT LC) CITY OF CLEARWATER z 00 2. DATE OF SURVEY: MAY 12,2006. ry 0 3. SURVEY CREW: FRANCISCO GARCIA and BRIAN FAWCETT 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (N.A.V.D.) Q0 00 5. REFERENCE BENCHMARK IS PINELLAS COUNTY BENCH MARK COURTNEY N, FROM THE cf) INTERSECTION OF S.R. 590 DREW STREET AND S.R. S-590A N.E. COACHMAN ROAD, RUN ;7 X NORTHEASTERLY ON S.R. S-590A FOR 1.20 MILES TO OLD COACHMAN ROAD, TURN LEFT AND RUN 0 < �D NORTHWESTERLY FOR 0.55 MILES ON OLD COACHMAN ROAD, STATION ON LEFT, 20.0 FT WEST � 0 Li OF THE CENTERLINE OF COACHMAN ROAD, 20.5 FT. NORTH OF THE EXTENDED CENTERLINE III < OF DRIVEWAY 1724 COACHMAN ROAD, 89.8 FT. EAST SOUTHEAST OF THE N.E. CORNER y OF A SINGLE STORY BLOCK HOUSE 1724 COACHMAN ROAD, 8.0 FT. WEST OF THE EDGE < U OF PAVEMENT, 3.0 FT. N.E. OF A TELEPHONE POLE NUMBER 1724, 89.3 FT. N.W. OF A STEEL POWER TRANSMISSION POLE ANIL 110. SET IN THE TOP OF A CONCRETE POST ry 0- < < THAT IS FLUSH WITH THE GROUND. V) LLJ fy ELEVATION = 51.77 Q 0 0 6. BOUNDARY SURVEY WAS PROVIDED BY CLIENT AND BASED ON A SURVEY BY ZARRA BOYD, L _J n INC. DATED 8/30/02. THIS IS NOT A BOUNDARY SURVEY, 0 0 0In o 7, NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, _e4 8. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP 0 00 WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. u < 9. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 10. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN 0 EL STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER m 61617-6, FLORIDA ADMINISTRATIVE CODE. 11. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE 14 1 RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR, 12. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. CV) 13. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE LOCATED AND SHOWN ON MAP OF SURVEY. 14. THERE MAY BE ADDITIONAL PLANTED CYPRESS TREES IN RETENTION PONDS NOT LOCATED. SHEET 1 OF 2 6' WOOD FENCE FIC L3J U2 56i A!v'' T TREE DRIPL IN FIR E L FIR w TYR.) (� EDGE y1_1 II m c0 w co D co 0 0 I >_ [L'60 < z Ir w a (5 0 w U) (D (D 0 -1 C'4 0- LLJ L1_ 0 I LiJ < m T z .00 it 0 U. VJ ui U5 uJ cl� Ad7F OJI0, LF stir z4.:, " 11 _'_ d__"� - i , CZ0 -4 z :Fx Bftp _j -1�2 E 00t MID p _j o a) LL.h 2! J.D ci 4_1 W �Zilit 0 U. CL w J2 to (Be - �0 ) N ORIGIN& f1E 0 m r�4 Lij 00 6L -S O_ CD NOTES' OCT 2 7 2000 4' • 1 LL U in (p Li.) L� 1. TYPE OF SURVEY: TOPOGRAPHIC SURVEY. PLANNING DEPARTMENT LC) CITY OF CLEARWATER z 00 2. DATE OF SURVEY: MAY 12,2006. ry 0 3. SURVEY CREW: FRANCISCO GARCIA and BRIAN FAWCETT 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (N.A.V.D.) Q0 00 5. REFERENCE BENCHMARK IS PINELLAS COUNTY BENCH MARK COURTNEY N, FROM THE cf) INTERSECTION OF S.R. 590 DREW STREET AND S.R. S-590A N.E. COACHMAN ROAD, RUN ;7 X NORTHEASTERLY ON S.R. S-590A FOR 1.20 MILES TO OLD COACHMAN ROAD, TURN LEFT AND RUN 0 < �D NORTHWESTERLY FOR 0.55 MILES ON OLD COACHMAN ROAD, STATION ON LEFT, 20.0 FT WEST � 0 Li OF THE CENTERLINE OF COACHMAN ROAD, 20.5 FT. NORTH OF THE EXTENDED CENTERLINE III < OF DRIVEWAY 1724 COACHMAN ROAD, 89.8 FT. EAST SOUTHEAST OF THE N.E. CORNER y OF A SINGLE STORY BLOCK HOUSE 1724 COACHMAN ROAD, 8.0 FT. WEST OF THE EDGE < U OF PAVEMENT, 3.0 FT. N.E. OF A TELEPHONE POLE NUMBER 1724, 89.3 FT. N.W. OF A STEEL POWER TRANSMISSION POLE ANIL 110. SET IN THE TOP OF A CONCRETE POST ry 0- < < THAT IS FLUSH WITH THE GROUND. V) LLJ fy ELEVATION = 51.77 Q 0 0 6. BOUNDARY SURVEY WAS PROVIDED BY CLIENT AND BASED ON A SURVEY BY ZARRA BOYD, L _J n INC. DATED 8/30/02. THIS IS NOT A BOUNDARY SURVEY, 0 0 0In o 7, NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, _e4 8. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP 0 00 WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. u < 9. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 10. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN 0 EL STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER m 61617-6, FLORIDA ADMINISTRATIVE CODE. 11. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE 14 1 RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR, 12. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. CV) 13. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE LOCATED AND SHOWN ON MAP OF SURVEY. 14. THERE MAY BE ADDITIONAL PLANTED CYPRESS TREES IN RETENTION PONDS NOT LOCATED. SHEET 1 OF 2 6' WOOD FENCE FIC L3J U2 56i A!v'' T TREE DRIPL IN FIR E L FIR w TYR.) (� EDGE y1_1 U) (D (D 0 -1 C'4 0- LLJ L1_ 0 I LiJ < m T z .00 it 0 U. VJ ui U5 uJ cl� Ad7F OJI0, LF stir z4.:, " 11 _'_ d__"� - i , CZ0 -4 z :Fx Bftp _j -1�2 E 00t MID p _j o a) LL.h 2! J.D ci 4_1 W �Zilit 0 U. CL w J2 to (Be - �0 ) N ORIGIN& f1E 0 m r�4 Lij 00 6L -S O_ CD NOTES' OCT 2 7 2000 4' • 1 LL U in (p Li.) L� 1. TYPE OF SURVEY: TOPOGRAPHIC SURVEY. PLANNING DEPARTMENT LC) CITY OF CLEARWATER z 00 2. DATE OF SURVEY: MAY 12,2006. ry 0 3. SURVEY CREW: FRANCISCO GARCIA and BRIAN FAWCETT 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (N.A.V.D.) Q0 00 5. REFERENCE BENCHMARK IS PINELLAS COUNTY BENCH MARK COURTNEY N, FROM THE cf) INTERSECTION OF S.R. 590 DREW STREET AND S.R. S-590A N.E. COACHMAN ROAD, RUN ;7 X NORTHEASTERLY ON S.R. S-590A FOR 1.20 MILES TO OLD COACHMAN ROAD, TURN LEFT AND RUN 0 < �D NORTHWESTERLY FOR 0.55 MILES ON OLD COACHMAN ROAD, STATION ON LEFT, 20.0 FT WEST � 0 Li OF THE CENTERLINE OF COACHMAN ROAD, 20.5 FT. NORTH OF THE EXTENDED CENTERLINE III < OF DRIVEWAY 1724 COACHMAN ROAD, 89.8 FT. EAST SOUTHEAST OF THE N.E. CORNER y OF A SINGLE STORY BLOCK HOUSE 1724 COACHMAN ROAD, 8.0 FT. WEST OF THE EDGE < U OF PAVEMENT, 3.0 FT. N.E. OF A TELEPHONE POLE NUMBER 1724, 89.3 FT. N.W. OF A STEEL POWER TRANSMISSION POLE ANIL 110. SET IN THE TOP OF A CONCRETE POST ry 0- < < THAT IS FLUSH WITH THE GROUND. V) LLJ fy ELEVATION = 51.77 Q 0 0 6. BOUNDARY SURVEY WAS PROVIDED BY CLIENT AND BASED ON A SURVEY BY ZARRA BOYD, L _J n INC. DATED 8/30/02. THIS IS NOT A BOUNDARY SURVEY, 0 0 0In o 7, NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, _e4 8. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP 0 00 WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. u < 9. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 10. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN 0 EL STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER m 61617-6, FLORIDA ADMINISTRATIVE CODE. 11. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE 14 1 RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR, 12. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. CV) 13. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE LOCATED AND SHOWN ON MAP OF SURVEY. 14. THERE MAY BE ADDITIONAL PLANTED CYPRESS TREES IN RETENTION PONDS NOT LOCATED. SHEET 1 OF 2 6' WOOD FENCE FIC L3J U2 56i A!v'' T TREE DRIPL IN FIR E L FIR w TYR.) (� EDGE y1_1 s t1 t i 0 12 LEGEND 01 OAK TREE ® TRAFFIC SIGNAL ACCESS BOX w NO SCALE QCC CLEANOUT a PINETREE ® GAS METER t2 Li PALM TREE GAS VALVE 0 1 CYPRESSTREE �6) (°) SANITARY MANHOLE 12 Q GREASE -TRAP MANHOLE OTHER TREE (AS LABELED) @E ELECTRIC MANHOLE Q HUSH Q STORM MANHOLE UNK FND UNKNOWN FOUND 0 WATER VALVE SCIR SET 1/2" CAPPED IRON ROD' B4513" 0 RECLAIMED WATER VALVE FIR FOUND IRON ROD (SIZE NOTED) EE WATER METER BOX FOR FOUND CAPPED IROIROD(SIZE NOTED) ® RECLAIMED WATER METER BOX FRR PK FOUND RAILROADSPIKE PARKER KAYLCN NAIL �cv txl IRRIGATION CONTROL. VALVE FCM FOUND CONCRETE MONUMENT (SIZE NOTED) 0 of aE HYDRANT FOP FOUND OPEN-ENDED IRON PIPE (SIZE NOTED) O FPP FOUND PINCHED -TOP IRON PIPE (SIZE NOTED) 3'yT LIGHT POLE FN&D FOUND NAIL& BRASS DISK ,®' WOOD UTILITY POLE SNBD SET NAIL IN BRASS DISC9.B 4513" Qj CONC UTILITY POLE ID PLB IDENTIFICATION PROFESSIONAL LAND SURVEYOR ED TELEPHONE BOX LB LICENSEDBUSINESS [D CABLE TV BOX PLAT -- SIGN D D DESCRIPTION PRI B.R. FIELD MEASURED q� ROOF PG OFFICIAL RECORDS (HOC'S) PAGE DRAIN 4 LANDSCAPINGLIGHT PB PLAT BOOK C CALCULATED FROM PLAT CALLS g- WATER- UNDERGROUND UTILITY PAINT r CALCULEDFROM FIELD SURVEY MARK (AS LABELED) F OB POINT OF BEGINNING GUY GUIDEWIRE POO POINTOPCOMMENCEMENT FIN RIGHT -OF -WAY P.U. PUBLIC UTILITIES EASEMENT (R CENTERLINE D.E. DRAINAGE EASEMENT EIP EDGE OF PAVEMENT MH MANHOLE SOC BACK OF CURB EL ELEVATION HWY HIGHWAY INV. T.O.P. INVERT TOP OF PIPE BLVD BOULEVARD UG UNDERGROUND CONIC CONCRETE U.D. D ASPH ASPHALT M.E.S. M MITER EN MITERED END SECTION EM ELECTRIC METER F.E.S. FLARED END SECTION CLF CHAIN LINK FENCE RCP REINFORCED CONCRETE PIPE BWF BARBED WIRE FENCE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE WPF WOOD PLANK FENCE CMP CORRUGATED METAL PIPE A/C AIR CONDITIONER DIP DUCTILE IRON PIPE R.R. RAILROAD PVC POLYVINYLCHLORIDE PIPE TUB TOP OF BANK GTE GENERAL TELEPHONE AND ELECTRONICS TOS TOE OF SLOPE TELE. TELEPHONE NO. NUMBER CHW OVERHEAD ELECTRIC, CADLETELEVISION F.F. FINISH FLOOR ANDIOR TELEPHONE 8ERVICE LINE(S) DIA DIAMETER F O_C. FIBER -OPTIC CABLE i i r w 0 W ( IN FEET ) 1 inch = 50 ft, i' • �• 1 ■ 1 {: {, a: r•� LL1 to co 0 U} p 0 J N n W FT L0 LL. W Q Ld Q m Q Li i I w D o Q � W Li � 0 f Ln J Z Q © z 03 Z ry > y� O U _ O W U ::D `- ►_ O Q) ,Q (D O 0 0 o U Ci Q a C. V) 0 y Q __J U ry CL N W Q ry � 00 (f) U 0 i' • �• 1 ■ 1 {: {, a: r•� LL1 to co 0 U} p 0 J N n W FT L0 LL. W Q Ld Q m Q Li i I r D o Q � Li � f Ln © z 03 ry > h O U _ W ::D `- O rq U m o U x Cl) W Q y Q __J U ry CL N W Q ry � 00 (f) U 0 I O C O Ln 00 Q z O EL r V ) m r IN CONC 21 A T , 2 - 2) 4 20 41- 2d 33 F31 -41 (�06 Ale le RAMP w I 1.91 i-- 14] SPIGOT 0 W x WOOD BOX W1 AIRS COMPRESSOR, WOOD POST W/ EIJEC. BOX _UTLET 18) 41 �17 1 F 2 x WIRE I FENCE., 15, x W f- (( 25 El 0 0 GA TE af GATE 0 CO NC < CL� a- i-- x 1 0 F31 I TREE DRIPLINE 0 (TYP.) 1799 1798 1i n3 � 1795 n3 0 11' WOOD FENCE m 21 rr x 11 W�� YAl �- M -WIIIIIIIIIII IN I V V min, 1A 29 37 [2] n3 41 �Y II r "F fl ,tt II II ii Q 6' WOOD FENCE U3 121-7 5 7 8 56'-- _ �, F31 60 /141 4 "TREE DRIPLINE 59 Y. (TYP.) m IVVI 13 a, Ir III 13 0 11' WOOD FENCE m 21 rr x 11 W�� YAl �- M -WIIIIIIIIIII IN I V V min, 1A 29 37 [2] n3 41 �Y II r "F fl ,tt II II ii Q 6' WOOD FENCE U3 121-7 5 7 8 56'-- _ �, F31 60 /141 4 "TREE DRIPLINE 59 Y. (TYP.) m IVVI 13 a, Ir GREASE TRAP AP PVC = 84.15 fOP OF 6 SCALE: 1 —20 jS E3 13 E 0 C'4 c,q a: tr) Ln 13 I-- a� v M to Z N-ao 0 04 c D 13 13 0 GREASET P TOP = 87.42 TOP OF 6" PVC 84.78 > o 0 GREASE TRAP AP PVC = 84.15 fOP OF 6 SCALE: 1 —20 jS • PLO I to iJii La FAA m Ts-, E 0 C'4 c,q a: tr) Ln I-- a� v M to Z N-ao 0 04 c D Ld D 0 o -r x m U > o 0 7� -r D •• t E 0 co 00 m 0 — V) ry • it LA Li 0>'F— -0 D U 0 n N 0 0 LLJ E ■ < Ld • LU • PLO I to iJii La FAA m Ts-, L3J MA TCH LINE SHEET TS 1. 5 57 f MATCH LINE SHEET TSI. 3 ,,, ` -' h3 426 n — 3 L-4 -Z 44' 4�-� 401) �0 Z 2 4 "4' 11 A 42 �142 L3 424) F31 L Co 411'R F41 10) 3 i407) L31 rfi a. 4064 i39Tl ED TREE DRIPLINE El J 43W (TYP 379 377) r i' [ L31 P El 1. r3 I 3 1^ ---- ------ F3 E3 El IcV IcV E3 1721)), 1 0 Elm] -- --------- - M TCH LIKE S*EE T A ® K� M 2 CE Em 46 ® f�,-A MACH LINE SHEET 7, 3 k 41T r3j k Al 'ZI I 4 0 07 3 I A l n, ` 11 Issue gate: Revisions: No. Date Description ADDED TREES ►7T WIR o N/I ids II&SKU E 0 C-4 9 C4 LE 0 0 Lli 0 M V) V) ry OWM 0 x m LL- U-1 > 0 0 V) z4k Ld ry ry 7- • m 00 0 >- m (�o V) lqt (0 M W < F- Cn re) F,- 0 T--• n L- 0 n Lc) E > -i 0 • Issue gate: Revisions: No. Date Description ADDED TREES ►7T WIR o N/I ids II&SKU oA' 4' / wl -555 f 1 552 5 ) -03 h3 H LINE SHEET TS 1.5 H LINE SHEE T TS 1. 4 14; M MrCH Ll IE cm cm mllrl�'ICH Ll Ali fr oA' 4' / wl -555 f 1 552 5 ) -03 h3 H LINE SHEET TS 1.5 H LINE SHEE T TS 1. 4 14; M MrCH Ll IE cm cm mllrl�'ICH Ll Ali --TREE CANOPY/ROOT ZONE TREE DBH TREE SYMBOL SCALE: 1 _10' • • LO D D to @ it ■y 0 < 0 W C-4 C3 Lo • C14 • c) LLJ CD DD x m U —i Z LL_ U V) LLJ > • Z F_ 0 Ld < ry Z 0 i_ m E /! • ..0 )_ m 0 (Jo M ■ < LAJ • -0 C) CL D Lo E 0 Ld a Ld C/I U • • m LLI --TREE CANOPY/ROOT ZONE TREE DBH TREE SYMBOL SCALE: 1 _10' 11790 ,f A\ I 4,1781) 31—" /A\ L J�7 F_j,'E T 0 0 11 T TS 1.6 ' ` - _ y r :03 A 9 1780 1783 im 5 786 L If T T �x V V 7 A F3 rel-I 1 0 11--- /n3 -A l 0777 FZ77 17841' 1 WS 10 IcV Lillfv`E SJ�EE T TS 1. 6 Na- SCALE: 1 —10 Issue Date: Revisions: No. Date Descripfion A IA O o T 0 Of LLJ 0 tq,) F- V� (9) cl) M < LO Z • < z C) 'a c\j 0 110 C14 ■ L-li 0 • _j LJ 0 :D —j x m U z LL- U Li > 0 z 0 Lf) 4111: ZD m E •0 00 C) >- m 0 • ry m n, < < Li -0 0 00- a- N Ln E ry (n V ry LAJ Issue Date: Revisions: No. Date Descripfion A IA O o T A- �TN I N ALL SCALE: 1 -10' issue Date: Revisions: o. Date Description • N ADDED TRERS rcol�i M M&S 1 � 7 111 n E • N Lj cr- M LO 0 C-1 N W 0 Lj 0 0 L'i M x co 0 z U- • Lj > • 0 M Ld ■ r cr- m E 0 00 C.) ..00 >- Im — to V) ■ • N CL • LO E • LJ ■ < --j F- LIJ V) (N • ■ • __j • M issue Date: Revisions: o. Date Description • N ADDED TRERS rcol�i M M&S 1 � 7 111 CO [J E-� El 0 OV, IN I V. (41 (772, 0 C,4 C,4 F.1 0 OV, IN I V. sD;te: Revisions: No. Do te Description A ��lll ADDED TREES fay yJy 0 C,4 C,4 CL Ld E r4) @ V) M LO 0 Z < CD C: 6 �z ry ::D 9 • x it C) LL- Lij > 0 • Ld m E •0 C) u 0 m 0 — (.C) I,t Ln ry (-0 m a-- < V) LLJ C) LL- (Z) CL LO E 0 LLJ ry LLJ N LLJ m sD;te: Revisions: No. Do te Description A ��lll ADDED TREES fay yJy it 53 jai , IL �� L-4] 01 r3l mv 0 it L4] F , 31z-- I rsX Acr DOUBLE CHECK VALVE 14( WIEW-mram- AWAWW EWE a I gmumimmommumi CONC R� TREE CANOPY/ROOT ZONE TREE DBH TREE SYMBOL IKE] MOM t E 0 C'4 04 0 . -0 ry ry a 0- to- rf) 0 M < ry 0 < V) 'D 04 0 U Ln 110 i ■ V D C14 Ld 0 0 Lij m bi > 21 0 0 Ld Elf m •o (0 _, cn 0— (D V) (.C) m x < W 1 0 0 LL- 0 C:L 04 N 0 Lr) E Lai C%4 • uj IKE] MOM t 625 IcV MATCH LINE SHEET 1. 4 MATCH LINE SHEET 1. 10 ((622)�- - --J ,623);, V URI �-w Cr 0 646,j X1,645', j Q F31 f 31 ff� A V, 0 a N II Ii 641 II II i a U GAS M RKER ZVI Q3 CL E 172),), C,q L: 0 7 1 E 0 �O . M IL eel—, 0 N-aO "<---CONC PAD LO V) Z N Fy Ld 0 p Lj =) _j El • LL- V) > 0 625 IcV MATCH LINE SHEET 1. 4 MATCH LINE SHEET 1. 10 ((622)�- - --J ,623);, V URI �-w Cr 0 646,j X1,645', j Q F31 f 31 ff� A V, 0 a N II Ii 641 II II i a U GAS M RKER ZVI Issue Date: Revisions: No. Date Description *JR-00, f CL E C,q L: 0 CL E 0 �O M eel—, 0 N-aO LO V) Z N Fy Ld 0 p Lj =) _j m • LL- V) > 0 • < ry ry m 00 0 0 CO 0 - • M ■ < F- LLJ • 0 CL N CL • Lj U) < Ld Ld IN C) -0 D Ld �tz L Issue Date: Revisions: No. Date Description *JR-00, f SHEET TS 1. r7n:= c3 E3 0 3 Z07 ? Aff 57) I —TREE CANOPY/ROOT ZONE TREE DBH TREE SYMBOL CL F 0 c)- I- n Lf) F— m < ■ o Ln Lij :D 0 0 x LLJ m 7— U LLJ > 0 0 Lj cr- D • U) ■ • M 0 0- CL ■ C) LAJ R AX iLl s�I m jo 0 Row-lb-01IF—Ew a ► 0 - , - , - 0 0020000mm, lCV MA T LIN. ATC LIA A 6' WOOD FENCE r nNlr PAn L -L- L- k -/ I 1\11-1 IV I I- I I- I BREAKER BOX TRANSFORMER ON CONC PAD AY� ®4- Rep, J ri Fir., w—fag"NINA MWINA V� rA CL E • P3 E3 Cq fPA 13 13 m jo 0 Row-lb-01IF—Ew a ► 0 - , - , - 0 0020000mm, lCV MA T LIN. ATC LIA A 6' WOOD FENCE r nNlr PAn L -L- L- k -/ I 1\11-1 IV I I- I I- I BREAKER BOX TRANSFORMER ON CONC PAD AY� ®4- Rep, J ri Fir., w—fag"NINA MWINA V� rA CL E • Cq CL E CD �0 Ln -Z) ry �O V) r m Ln C) < C N Ull 0 0 -A 0 x Ld it > F- 0 (n M C)o 00 > -, m (jo • M 0,.� LJ u Lj- c) cq • LO CL CY) LLJ Revisions: No. Date Descriptio'n —m ADDEUTREES M-0 mit, " 91 " m- , q, I T, 11EE T 7.73 9 lop 42" RCP - z (2)icv �y' u em 1j`Ae` /maINEv SHE C1, H LINE SHE ,f x icv =D 3' 7 52)� ,,d 5 fl P M& a] a --m-1 II II it II II Ii II II II I, I� 400, it II II II II 00V II II II II TREE INVENTORY NOTEI -TREE CANOPY/ROOT ZONE TREE DBH TREE SYMBOL 41 SCALE: I"_20' )' 636)T HE-L 1 1. 10 % L) 4 0 0 giml 0 0 09910 0 gig] 0 n7 n mm 0 a 5w] 0 n ME] F1 n 11EE T 7.73 9 lop 42" RCP - z (2)icv �y' u em 1j`Ae` /maINEv SHE C1, H LINE SHE ,f x icv =D 3' 7 52)� ,,d 5 fl P M& a] a --m-1 II II it II II Ii II II II I, I� 400, it II II II II 00V II II II II TREE INVENTORY NOTEI -TREE CANOPY/ROOT ZONE TREE DBH TREE SYMBOL 41 SCALE: I"_20' Issue Date., evisions: No. Date Description A 11/01 /07 ADDED TREES -4 �fA – - – _- ----- - - 1. E 0 % L) 4 • ry V) Q M ry -7 U) c: -a Ln r _j UJ 9 x o umi > o o C/) of m • E 00 fo, 0 >- Lm C) (D m ry < F_ U N Ln E Li N C) iii Li Issue Date., evisions: No. Date Description A 11/01 /07 ADDED TREES -4 �fA – - – _- ----- - - 1. -, ED \ 7- a EMD ED ' L If ]A\ 11 Elp'71' LINE � —_TREE CANOPY/ROOT ZONE THEEOBH 41' TREE SYMBOL I-Me ED ' �~ ' L If ]A\ 11 Elp'71' LINE � —_TREE CANOPY/ROOT ZONE THEEOBH 41' TREE SYMBOL I-Me w MA Ti,i GII.E S_ 7 2 2 fr 1211 212 1z 1207 h3 HEE T --- - -------------- 1-1 I'1 �`,`', MA T L'1 "'JI, S'H 1.92 Tu" LINE SHEET 1. 15 V_ 3 ~\ 1125 6' WOOD 3 A" FENCE CONC PAD 10) _n3 IMi L 3j ,3 3 WELL 3 3] 1105 - - PUMP 13 113 BETE 744 1121 3 3 3 11.7 4 I, -Ali 75, 3 o0go) ,\'1120, , \) 3 L) A I 1 74 1102 N-7, 3 < 3 j9 lei ivil III\ BREAKER BOX TRANSFORMER /—ON CONC PAD BENCH 840 0 0 is I � '-----WG0D FENCE PUMP METER X� i PUMP W/ CONC PAD L6" DIP VAHI T �g ,018,19vi I anzi. C/] 7 —TREE CANOPY/ROOT ZONE REE DBH REE SYMBOL I E n E • C'4 C,4 L: 0 ry • U-j r�, N E F-- ro Lo • x < • C r 0 Lo ro D Ez • ouim _oj x m • LL_ V) > 0 z 0 ■ :D =m t E C)00>-m 0 V) (D 0 L: M Ce F- < LLJ F- 7) .. O_ Cq 0 CL 0 Lo E< Li LL j @) w uj • U • WIT" 0.3 millwo, all"m Z�� T-C V NA 11 143 sHEE MA-TCH LINE SHEE !05 CL E 0 � Ln rO M Ln o < \�- 0 V) WWM O O -i X s- m 0 Ld > 0 0 D m E 00,0 0 m (D V) ry (D m a LIJ rn LL- 0 CL N 0 w Ln E ry ry LA C) 7 JW 7 3 8 ))L7 f4u) im 743 MA TC MA TC-' ul 1 A f-% 1.114 m f= = 1.197 I I a" I il W V-11 fil lkvdl,� TPt:l= rAKlnDVlPnnT 7nf\ii= REE DBH ZEE SYMBOL TREE INVENTORY RATING TREE INVENTORY NUMBER DEAD TREE SCALE: I"-10' ._ E 0 CL ZD M o < r Lo C4 • r-, LLJ ■ 0 ,� • -7 Lj D I x M U LL. C/I Ld > 00(/) cy- F- M E ►0 0, > - M • to (0 M ■ cn 0 �D • C) Ld ■ Lij • • LLJ mm AI ................ Z r1 C.) 11 J �7!' j A 10 L�y L nZ 9� ELEVATION X R @-SRALTE-98 12 1. 110 DECORATIVE ALUMINUM RAILING FIBERGLA55/A5PHALT ROOF LIS k- ldr 12 12 n� 3 110 — - - - - - - - - - - - - - - - - - - 77 5TUCCO TRIM Lil (--PAINTED AT 77 �7_' _Q t jAA �A_ n M'MA i STUCCO EX M T ELEVATION A 0 12& TYPICAL 5 _7 777 77-7-7777 p - AL. -A:X�� 12 _lmg ';t 4 t -vl' NN lo! g _k 17 3^ Y - yl -2 71 w see tM L 7fffF f3 i 7NI-1 g g wf g ------ rl 71 if jjlll� ''III q 5F I p �7 EXTERIOR ELEVATION lzi9` SCAtX-- 118'- T-0' EH I A - ac F t€ L_jL_Jl L EXTERIOR ELEVATION NNEW010 lillills,iil!Mnl,l",I=, w RIA'Allool'A 11 a ZEN A@ zz tee' Y rz ti it I. ter, ell EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 �15 a. sa Z5 t II sl fjjf �15 Z5 PROPOSED FLOOR PLAN WALe. 1/16' - T-V T. ti EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMEffTON RD., BLDG. 6A LARGO, FL 33771 72 kt SIDE ELEVATION - VILLA I m ----------- re Ax. 53 JIM N't " a 0 M w n n - iO -i�4` t v 4;4 1; -4� 74 RIM 0 9 if -5i FRONT VIEW EVAT ,--It I IONS .1 II ii EMMETT WALSH ARCHITECT REG. NO. 13930 I0225 ULMERTON RD.. BLDG. GA LARGO, FL 33771 L tij Gii arm I I I 0-fw=1 ----------- re Ax. 53 JIM N't " a 0 M w n n - iO -i�4` t v 4;4 1; -4� 74 RIM 0 9 if -5i FRONT VIEW EVAT ,--It I IONS .1 II ii EMMETT WALSH ARCHITECT REG. NO. 13930 I0225 ULMERTON RD.. BLDG. GA LARGO, FL 33771 L tij Gii arm I NAti ZZETT-; M -7- T , _t7 v 'M vv- g MEW* -Q "-f TYPICAL -7 A-IT TM I U-T hini m"a S-t:! AL, -IM-54it-i -I i tal L tat- i�t h-1 • -s-:- �v�ll nv-m - r4"i. --LLL --A� - - --jit _UF 00 11 R w -?gl L�u6, 61DE ELEVATION Y__ ( rx_l� • A U j I --p, a —M -4 - V, tai ; V7411i J i f-M ---- �fTTM-H MIDPOINT OF ROOF Lij- R, K; 24" TYPICAL -r- V=m vv— Tile Ml!rr It Vi k. Tu r N,A 1 e • �s �4 L--j L h7l L--j L--j r----1 r � NN ___j L--Jl =r L--j L—i L—j L--j E—j FREAR ELEVATION- m 16-1t. 4t-Y LARGO, 0 5 Q@ co LARGO, 1.- 14 ,51DE ELEVATION I I 12" TYPICAL 18/-2// go EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD BLDG. 6A LARGO, FL 31771 j ktw V"I LLA 3 ZjAmATOG""A ELEVATIUNS + urm*LAN EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD BLDG. 6A LARGO, FL 31771 j I MOM pw W, 00 tits Up , mi wa 10 �a 7U 9*9 &ECONF,) FLOOfR FLAN CAfRfR1AG;E HOU&E 2 I FRONT ELEVATION — CARRIAGiE HOU5E 2 EMMETT WALSH ARCHITECT REG. NO, 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 C L DRAWING NO. OF J 17L, -71 EMMETT WALSH ARCHITECT REG. NO, 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 C L DRAWING NO. OF J 17L, &OUTH ELEVATION 1/811=11-01, EA&T ELEVATION 1/8'*--l'-D" NOfRTH ELEVATION 1/81*-I*-011 10 MATCH EY15TING EXISTING SUN DECK FLOOR FLAN - N05TALGIC VILL74GE N UJF=,5T ELEVATION rr EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 o rr EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 Rl NOfRTH ELEVATION - �IAINTENANCE BUILIDING 24" T WE5T ELEVATION - MAINTENANCE BUILDING 5CALE. 3/lG_l'-0" &OUTH ELEVATION - MAINTENANCE 5UILDING D„ I NEW= 1601 111 1IF"rm 51111 "4111R, EAST ---ELEVATION - MAINTENANCE BUILDING- 1091,211M, 'EMASS, t7, " lZ.1, EA&T ELEVATION- NORTP ELEVATION WE&T ELEVATION Pralw9mFu FLOOR PLAN N SCALE' 1/8" = l'-O" • Z 0 I 01 PROPOSED 5TORAGE/V BUILDING 1*3 m a t �`b 0 I C lo 1114 LIGHTED- COV. PKG. (Typ.) - I fib -LIGHTED COV. PKC — (TYP.) 5TREET .IGHTED IV. PKG. (TYP-) EXISTING RETENTION POND "I __ V!.11 r 00- i !�4 a WE (o lut • • EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 m__ I, 'ok.. .IGHTED IV. PKG. (TYP-) EXISTING RETENTION POND "I __ V!.11 r 00- i !�4 a WE (o lut • • EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 m__ I, i LL 0 z '0 iz LU 0 CL x LLJ rT_ _j U_ W ui W �w 0 w m < (L o C) cr- CL U_ • w I U w w LL i I I WIN in ri o WR W111-8. W a 1p Et QA! w, no., "-wme. m? J.j t _fir • Fy M r. pp I im. h. -Q. Maui It ME m I I •• l mil V. g No mg W OEM 'aj vzi , AN q O i5iO W, g No mg W OEM ww__vm'� n * 4 �t _j� 'A. wrl'"_Ry;? COMPILED BY PHOTOGRAMMETRIC METHODS BY E269,000 CHICAGO AERIAL SURVEY w 3n- DES PLAINES, ILLINOIS Y r� A� W 5K AN t7% N 1,332,000 N 1,331,000 N 1,330,000 A CONTROL USC&G HORIZONTAL B-5 TRAVERSE STATION X50 I VERTICAL CONTROL Bm_4 12 pjv SECTION CORNERS 141 13 CONTOURS DEPRESSION CONTOURS Al MA SPOT ELEVATI Wl AA Q p A i R4 • ."'m Aar w W-, R 15 E R 16E HIM • 2 23 /24 19 LAKE TAIFPON 21 26/q 2 5 30 W-001 Jilk RAITFIF 34 36 31 T27 S set;: T28 S Ml )2 1 • 1 1 12 7 l . 6 15/ 14 18 23 24 19 Aw4l 7 26 25 30 35 36 31 T 2 E T29 2 1 6 590 18 III1�.�II7 j [E4 3. 19ill KEY MAP N 0 T E • ACCURACY: IT IS INTENDED THAT THIS MAPPING COMPLY rot "almm WITH U.S, NATIONAL MAP ACCURACY STANDARDS: SUCH ACCURACY, OR ANY OTHER LEVEL OF HOWEVER, A(_CURACY, IS NOT GUARANTEED BY THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, THE LAND LINE INFORMATION SHOWN HEREON 15 all, Aim COMPILED FROM THE BEST AVAILABLE DATA AND DOES NOT NECESSARILY REPRESENT TRUE LAND LINE LOCATION. PER., 45,1 .4' DASHED CONTOURS AND UNDERLINED ELEVATIONS INDICATE STANDARD VERTICAL ACCURACY REDUCED BY TREE COVER. MA R IN FULL, WITHOUT SPECIFIC APPROVAL OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. P P. BOX 457, BROOKSVILLE,FLORIDA 33512 M COPYRIGHT BY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. ALL RIGHTS RESERVED, a GRIDS BASED ON FLORIDA STATE PLANE ✓ COORDINATE SYSTEM, WEST ZONE. 79. Rm ELEVATIONS BASED ON &G.S. DATUM n. 200 0 200 400 600 Offin SCALE 1- 200' CONTOUR INTERVAL I' OCTOBER 1976 DATE OF PHOTOGRAPHY DATE OF MAPPING FEB.-MARCH I U 1 S 0 U T H VV E S 7 F L 0 R D A D I S T R C T Mill WAT E R MA NAG EMENT 1. _,� W, Raft., PINELLAS-ANCLOTE BASIN MRA 0 U N 7 Y NNELLApi- WN N 7, iZ AERIAL PHOTOGRAPHY "WITH CONTOURS 5-29-16 'aj vzi , AN q O i5iO W, ww__vm'� n * 4 �t _j� 'A. wrl'"_Ry;? COMPILED BY PHOTOGRAMMETRIC METHODS BY E269,000 CHICAGO AERIAL SURVEY w 3n- DES PLAINES, ILLINOIS Y r� A� W 5K AN t7% N 1,332,000 N 1,331,000 N 1,330,000 A CONTROL USC&G HORIZONTAL B-5 TRAVERSE STATION X50 I VERTICAL CONTROL Bm_4 12 pjv SECTION CORNERS 141 13 CONTOURS DEPRESSION CONTOURS Al MA SPOT ELEVATI Wl AA Q p A i R4 • ."'m Aar w W-, R 15 E R 16E HIM • 2 23 /24 19 LAKE TAIFPON 21 26/q 2 5 30 W-001 Jilk RAITFIF 34 36 31 T27 S set;: T28 S Ml )2 1 • 1 1 12 7 l . 6 15/ 14 18 23 24 19 Aw4l 7 26 25 30 35 36 31 T 2 E T29 2 1 6 590 18 III1�.�II7 j [E4 3. 19ill KEY MAP N 0 T E • ACCURACY: IT IS INTENDED THAT THIS MAPPING COMPLY rot "almm WITH U.S, NATIONAL MAP ACCURACY STANDARDS: SUCH ACCURACY, OR ANY OTHER LEVEL OF HOWEVER, A(_CURACY, IS NOT GUARANTEED BY THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, THE LAND LINE INFORMATION SHOWN HEREON 15 all, Aim COMPILED FROM THE BEST AVAILABLE DATA AND DOES NOT NECESSARILY REPRESENT TRUE LAND LINE LOCATION. PER., 45,1 .4' DASHED CONTOURS AND UNDERLINED ELEVATIONS INDICATE STANDARD VERTICAL ACCURACY REDUCED BY TREE COVER. MA R IN FULL, WITHOUT SPECIFIC APPROVAL OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. P P. BOX 457, BROOKSVILLE,FLORIDA 33512 M COPYRIGHT BY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. ALL RIGHTS RESERVED, a GRIDS BASED ON FLORIDA STATE PLANE ✓ COORDINATE SYSTEM, WEST ZONE. 79. Rm ELEVATIONS BASED ON &G.S. DATUM n. 200 0 200 400 600 Offin SCALE 1- 200' CONTOUR INTERVAL I' OCTOBER 1976 DATE OF PHOTOGRAPHY DATE OF MAPPING FEB.-MARCH I U 1 S 0 U T H VV E S 7 F L 0 R D A D I S T R C T Mill WAT E R MA NAG EMENT 1. _,� W, Raft., PINELLAS-ANCLOTE BASIN MRA 0 U N 7 Y NNELLApi- WN N 7, iZ AERIAL PHOTOGRAPHY "WITH CONTOURS 5-29-16 L V NO' S RIPTI A BEING A PORTION OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE '16 EAST, PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5 THENCE N 89'39 20" W., ALONG THE SOUTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 33.00 FEET TO THE POINT OF BEGINNING, • THENCE CONTINUE N 89'39 20" W, ALONG SAID SOUTH LINE AND ALONG THE NORTHERLY BOUNDARY LINES OF ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION AND THE ELKS, AS RECORDED IN PLAT BOOK 52, PAGE 99, PLAT BOOK 61, PAGE 38 AND PLAT BOOK 95, PAGE 90, RESPECTIVELY, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR 1311.05 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS, THENCE N 00'4856" E, ALONG THE WEST LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF S41D SECTION 5, FOR 1336.20 FEET TO THE SOUTHWEST CORNER OF THE PLAT OF LAKE CHAUTAUQUA ESTATES, AS RECORDED IN PLAT BOOK 90, PAGE 22 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S 89 42'36" E, ALONG THE NORTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5 (BEING THE BASIS OF BEARINGS OF THIS DESCRIPTION), SAME ALSO BEING THE SOUTH BOUNDARY LINE OF AFORESAID LAKE CHAUTAUQUA ESTATES FOR 630.00 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT —OF —WAY LINE OF 2ND STREET EAST- THENCE S 00-02'J2- W ALONG SAID WESTERLY RIGHT —OF —WAY LINE, FOR 30.00 FEET; THENCE S 894236" E, ALONG THE SOUTH RIGHT —OF —WAY LINE OF SAID 2ND STREET EAST AND ALONG A LINE 30.00 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 670.63 FEET TO THE WEST RIGHT —OF —WAY LINE OF SOULE ROAD; THENCE S 00'22 34" W ALONG SAID WEST LINE AND ALONG A LINE 33,00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 130739 FEET TO THE POINT OF BEGINNING AND CONTAINING 33.77 ACRES MORE OR LESS. TRACT B BEING A PORTION OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF S4/0 SECTION 5,• THENCE N 89-39'20" W, ALONG THE SOUTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, ALSO BEING THE NORTHERLY BOUNDARY LINES OF ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION AND THE ELKS, AS RECORDED IN PLAT BOOK 52, PAGE 99, PLAT BOOK 61, PAGE 38 AND PLAT BOOK 95, PAGE 90, RESPECTIVELY, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR 1015.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE N 89-39'20- W, FOR 328,25 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS; THENCE N 00'4856" E, ALONG THE WEST LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 337,03 FEET- THENCE N 3772244" E FOR 39231 FEET, • THENCE N 07'57'17" E, FOR 29.55 FEET; THENCE S 42'5157- E FOR 5273 FEET,- THENCE S 34'36 08" E. FOR 119.85 FEET' THENCE S 44-3525- E, FOR 107.76 FEET- THENCE S 33'40 O6" E. FOR 80.61 FEET- THENCE S 44'16'55" E, FOR 158.55 FEET, • THENCE S 28'4243" £, FOR 45.96 FEET; THENCE S 14' 1 D'34 "E, FOR 82,48 FEET- THENCE S 63'33'650" W, FOR 19.88 FEET' THENCE N 29'31 38" W, FOR 78.31 FEET,' THENCE S 47'45'44" W, FOR 328.30 FEET TO THE POINT OF BEGINNING AND CONTAINING 5.84 ACRES, MORE OR LESS 254,507 SQUARE FEET, MORE OR LESS. tl l.V+r xy r i 114411 SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: SUNCOAST LAND SURVEYING, INC. KELLY 0. McCLUNG, P.L.S. #4032 DATED: 05/12/06 3 Ir7Li3 c 0T SHI• 'A H a E16 E ATE FL RID } MTE DATA L V NO' S RIPTI A BEING A PORTION OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE '16 EAST, PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5 THENCE N 89'39 20" W., ALONG THE SOUTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 33.00 FEET TO THE POINT OF BEGINNING, • THENCE CONTINUE N 89'39 20" W, ALONG SAID SOUTH LINE AND ALONG THE NORTHERLY BOUNDARY LINES OF ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION AND THE ELKS, AS RECORDED IN PLAT BOOK 52, PAGE 99, PLAT BOOK 61, PAGE 38 AND PLAT BOOK 95, PAGE 90, RESPECTIVELY, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR 1311.05 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS, THENCE N 00'4856" E, ALONG THE WEST LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF S41D SECTION 5, FOR 1336.20 FEET TO THE SOUTHWEST CORNER OF THE PLAT OF LAKE CHAUTAUQUA ESTATES, AS RECORDED IN PLAT BOOK 90, PAGE 22 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S 89 42'36" E, ALONG THE NORTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5 (BEING THE BASIS OF BEARINGS OF THIS DESCRIPTION), SAME ALSO BEING THE SOUTH BOUNDARY LINE OF AFORESAID LAKE CHAUTAUQUA ESTATES FOR 630.00 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT —OF —WAY LINE OF 2ND STREET EAST- THENCE S 00-02'J2- W ALONG SAID WESTERLY RIGHT —OF —WAY LINE, FOR 30.00 FEET; THENCE S 894236" E, ALONG THE SOUTH RIGHT —OF —WAY LINE OF SAID 2ND STREET EAST AND ALONG A LINE 30.00 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 670.63 FEET TO THE WEST RIGHT —OF —WAY LINE OF SOULE ROAD; THENCE S 00'22 34" W ALONG SAID WEST LINE AND ALONG A LINE 33,00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 130739 FEET TO THE POINT OF BEGINNING AND CONTAINING 33.77 ACRES MORE OR LESS. TRACT B BEING A PORTION OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF S4/0 SECTION 5,• THENCE N 89-39'20" W, ALONG THE SOUTH LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, ALSO BEING THE NORTHERLY BOUNDARY LINES OF ROBINWOOD SUBDIVISION, ROBINWOOD SUBDIVISION FIRST ADDITION AND THE ELKS, AS RECORDED IN PLAT BOOK 52, PAGE 99, PLAT BOOK 61, PAGE 38 AND PLAT BOOK 95, PAGE 90, RESPECTIVELY, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR 1015.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE N 89-39'20- W, FOR 328,25 FEET TO THE NORTHWEST CORNER OF AFORESAID PLAT OF THE ELKS; THENCE N 00'4856" E, ALONG THE WEST LINE OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SAID SECTION 5, FOR 337,03 FEET- THENCE N 3772244" E FOR 39231 FEET, • THENCE N 07'57'17" E, FOR 29.55 FEET; THENCE S 42'5157- E FOR 5273 FEET,- THENCE S 34'36 08" E. FOR 119.85 FEET' THENCE S 44-3525- E, FOR 107.76 FEET- THENCE S 33'40 O6" E. FOR 80.61 FEET- THENCE S 44'16'55" E, FOR 158.55 FEET, • THENCE S 28'4243" £, FOR 45.96 FEET; THENCE S 14' 1 D'34 "E, FOR 82,48 FEET- THENCE S 63'33'650" W, FOR 19.88 FEET' THENCE N 29'31 38" W, FOR 78.31 FEET,' THENCE S 47'45'44" W, FOR 328.30 FEET TO THE POINT OF BEGINNING AND CONTAINING 5.84 ACRES, MORE OR LESS 254,507 SQUARE FEET, MORE OR LESS. tl l.V+r xy r i 114411 SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: SUNCOAST LAND SURVEYING, INC. KELLY 0. McCLUNG, P.L.S. #4032 DATED: 05/12/06 3 Ir7Li3 c 0T SHI• 'A H a E16 E ATE FL RID ' {E ) 25' 30 (E) t BLDG. SETBACKS: REAR; 87.5' (S) 43.20 �NW) 10, 30 S ; SIDE: 100' (E) 27' (W) 5' BLDG. HEIGHT: 5— STORIES SEE TABLE 50' MAX, a PAVED VEHICULAR USE AREA: 362,285 S.F. (V, U.A.) 375,586 S.F. s '9 li IMPERVIOUS SURFACE RATIO: 645,995 S.F. 775,890 S.F. (I.S.R.) 0,374 I 0.449 0.85 MAX. OPEN SPACE: ti 1,081,416 S.F. 951,521 S.F. 15% MIN. (S.F. & % OF GROSS SITE) 62.6% 55.1 PARKING LOT INTERIOR LANDSCAPE: . S.F. ' ? 10% OF V.U.A. (% OF V.U.A.) 18% 'BASED ON ALLOWABLE l PARKING: 567 670 1 71?7 PARKING CALCULATIONS: 1/2 RESIDENCE TOTAL 850 BEDS / 2 = 425 SPACES REQUIRED PARKING 85012 = 425 SPACES. BUILDING HEIGHTS r1 18' -2" TO MIDPOINT OF SLOPED ROOF 2 j 18' -2" TO MIDPOINT OF SLOPED ROOF 3 18' TO MIDPOINT OF SLOPED ROOF AGE HOUSE 28' TO MIDPOINT OF SLOPED ROOF TOWN HALL ! 31' TO MIDPOINT OF SLOPED ROOF ALZHEIMER CARE 17' TO MIDPOINT OF SLOPED ROOF ._ MAINTENANCE BLDG 15' -6" TO MIDPOINT NORTH ALF BLDG 65.9' SOUTH ALF BLDG 65.9' NURSING CENTER 15' LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION +10.00 NEW CONTOUR 10 EXIST. STORM SEWER r � NEW STORM SEWER NEW UNDERDRAIN C3 M =3 CM M = C3 M C3 C3 1 EXIST. SAN. SEWER -� NEW SAN. SEWER EXIST. WATER SERVICE NEW WATER SERVICE NEW INLET NEW SAN. MANHOLE C.O. NEW CLEAN— OUT(C.O.) 9== I NEW BUILDING AREA NEW ASPHALT I ' NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION OF NEW UTILITY TO EXIST. M M ETER B. F. P. D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW —OFF T. &V, TAP AND VALVE EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 �i a I� L cp t 1 10 f 1' �- MDEX OF SIL HILETS Cl. I CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2. i DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN C5.1 CIVIL SITt DETAILS C5.2 CIVIL SITE DETAILS C5.3 CIVIL SITE DETAILS GM �gg RI1 REC EVED T 2'7 2 PLANNING DEPARTMENT CRY OF CLEARWATER CONDITIONS OF APPROVAL FLD 2003 -03016 1. THAT APPROVAL OF THIS REQUEST BE SUBJECT TO THE APPROVAL OF THE COMPANION CASE LUZ2003 -03002 2. THAT THE THREE PARCEL IDENTIFICATION NUMBERS FOR TRACT A BE RECOMBINED BY THE PINELLAS COUNTY PROPERITY APPRAISER UNDER ONE PARCEL NUMBER WITH ONE OWNER OR A UNITY OF TITLE DOCUMENT BE RECORDED IN THE PUBLIC RECORDS TYING THE THREE PARCEL IDENTIFICATION NUMBERS TOGETHER AS ONE PARCEL FOR TRACT A BY DECEMBER 31,2003. J. THAT ANY FUTURE DIVISION OF EITHER TRACT A OR TRACT B BE SUBDIVIDED IN ACCORDANCE WITH CITY SUBDIVISION REGULATIONS. 4. THAT THE APPLICANT SUBMIT SITE AND BUILDING PLANS FOR STAFF REVIEW BY DECEMBER 31,2003 , FOR THE PURPOSE OF OBTAINING BUILDING PERMITS TO RELOCATE THE MAINTENANCE BUILDING AND SHED EXISTING IN THE NORTHWEST CORNER OF TRACT A OUTSIDE OF THE 15 FOOT WIDE UTILITY EASMENT AND TO M EET THE R EQ UIRED ST E T BAC K OF 1 0 FEET THE SITE PLAN S HA LL IN C LUDE A CONTINUOUS HEDGE OR VINES TO BE PLANTED ALONG THE WEST PROPERITY LINE ADJACENT TO THE OFFICE BUILDING FOR SCREENING AND BUFFERING PURPOSES, THE CONTINUOUS HEDGE OR VINES SHAL BE PLANTED IN AN AMMOUNT AND LOCATION ACCEPTABLE TO STAFF AND ALLOWED TO GROW TO A SIX —FOOT HEIGHT WITHIN A THREE YEAR TIME PERIOD ) . 5. THAT ANY FUTURE FREESTANDING S /GNAGE BE DESIGNED AS A MONUMENT SIGN AT A MAXIMUM HEIGHT OF SIX FEET ABOVE GRADE AND CONSISTENT WITH THE MATERIALS AND COLOR AS THE PRINCIPAL BUILDING OR THE BRICK FRONTAGE WALL. IL co �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 MTE DATA ml E EXISTING (E) P PROPOSED (P) R REQUIRED I/P I I/P I I/P ZONING: I I/P I I/P I I/P LAND USE: I $ A A.L.F. A A.L.F. WD. LIVING A.L,F. USAGE; I ANCILLARY BUILDINGS A A A UPLANDS: 1 1,690,964 S.F. I I U UPLANDS: 1,690,964 S.F. (38.82 AC,) ( (38,82 AC.) LOT AREA: ( WETLANDS: 36,447 S.F. W WETLANDS: 36,447 S.F. 20,000 S.F. MIN. TOTAL: 1,727,411 SF T TOTAL: 1,727,411 SF 39,65 ACRES 3 39.65 ACRES i 1 S 416 UNITS SEE TABLE 1 12.5 UPA = 485 DENSITY 8 12 UPA 1 850 BEDS 1 DU = 3 BEDS = 1 BUILDING COVERAGE 1 182,955 S.F. 3 136,062 S.F. (NEW (SF & % OF GROSS SITE) 1 10.6% 31 9,017 S.F. TOTAL -- 1 18.5% GROSS FLOOR AREA (SF) 6 671,643 S.F. 2 205,266 S.F. (NEW) F.A.R. 0 0.388 { 876,909 S.F. 0.65 MAX, 0.57 _ 0 � 1 100' � �., . .. 2 7, 5R' { N E) PARKING CALCULATIONS: 1/2 RESIDENCE TOTAL 850 BEDS / 2 = 425 SPACES REQUIRED PARKING 85012 = 425 SPACES. BUILDING HEIGHTS r1 18' -2" TO MIDPOINT OF SLOPED ROOF 2 j 18' -2" TO MIDPOINT OF SLOPED ROOF 3 18' TO MIDPOINT OF SLOPED ROOF AGE HOUSE 28' TO MIDPOINT OF SLOPED ROOF TOWN HALL ! 31' TO MIDPOINT OF SLOPED ROOF ALZHEIMER CARE 17' TO MIDPOINT OF SLOPED ROOF ._ MAINTENANCE BLDG 15' -6" TO MIDPOINT NORTH ALF BLDG 65.9' SOUTH ALF BLDG 65.9' NURSING CENTER 15' LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION +10.00 NEW CONTOUR 10 EXIST. STORM SEWER r � NEW STORM SEWER NEW UNDERDRAIN C3 M =3 CM M = C3 M C3 C3 1 EXIST. SAN. SEWER -� NEW SAN. SEWER EXIST. WATER SERVICE NEW WATER SERVICE NEW INLET NEW SAN. MANHOLE C.O. NEW CLEAN— OUT(C.O.) 9== I NEW BUILDING AREA NEW ASPHALT I ' NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION OF NEW UTILITY TO EXIST. M M ETER B. F. P. D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW —OFF T. &V, TAP AND VALVE EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 �i a I� L cp t 1 10 f 1' �- MDEX OF SIL HILETS Cl. I CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2. i DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN C5.1 CIVIL SITt DETAILS C5.2 CIVIL SITE DETAILS C5.3 CIVIL SITE DETAILS GM �gg RI1 REC EVED T 2'7 2 PLANNING DEPARTMENT CRY OF CLEARWATER CONDITIONS OF APPROVAL FLD 2003 -03016 1. THAT APPROVAL OF THIS REQUEST BE SUBJECT TO THE APPROVAL OF THE COMPANION CASE LUZ2003 -03002 2. THAT THE THREE PARCEL IDENTIFICATION NUMBERS FOR TRACT A BE RECOMBINED BY THE PINELLAS COUNTY PROPERITY APPRAISER UNDER ONE PARCEL NUMBER WITH ONE OWNER OR A UNITY OF TITLE DOCUMENT BE RECORDED IN THE PUBLIC RECORDS TYING THE THREE PARCEL IDENTIFICATION NUMBERS TOGETHER AS ONE PARCEL FOR TRACT A BY DECEMBER 31,2003. J. THAT ANY FUTURE DIVISION OF EITHER TRACT A OR TRACT B BE SUBDIVIDED IN ACCORDANCE WITH CITY SUBDIVISION REGULATIONS. 4. THAT THE APPLICANT SUBMIT SITE AND BUILDING PLANS FOR STAFF REVIEW BY DECEMBER 31,2003 , FOR THE PURPOSE OF OBTAINING BUILDING PERMITS TO RELOCATE THE MAINTENANCE BUILDING AND SHED EXISTING IN THE NORTHWEST CORNER OF TRACT A OUTSIDE OF THE 15 FOOT WIDE UTILITY EASMENT AND TO M EET THE R EQ UIRED ST E T BAC K OF 1 0 FEET THE SITE PLAN S HA LL IN C LUDE A CONTINUOUS HEDGE OR VINES TO BE PLANTED ALONG THE WEST PROPERITY LINE ADJACENT TO THE OFFICE BUILDING FOR SCREENING AND BUFFERING PURPOSES, THE CONTINUOUS HEDGE OR VINES SHAL BE PLANTED IN AN AMMOUNT AND LOCATION ACCEPTABLE TO STAFF AND ALLOWED TO GROW TO A SIX —FOOT HEIGHT WITHIN A THREE YEAR TIME PERIOD ) . 5. THAT ANY FUTURE FREESTANDING S /GNAGE BE DESIGNED AS A MONUMENT SIGN AT A MAXIMUM HEIGHT OF SIX FEET ABOVE GRADE AND CONSISTENT WITH THE MATERIALS AND COLOR AS THE PRINCIPAL BUILDING OR THE BRICK FRONTAGE WALL. IL co �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION +10.00 NEW CONTOUR 10 EXIST. STORM SEWER r � NEW STORM SEWER NEW UNDERDRAIN C3 M =3 CM M = C3 M C3 C3 1 EXIST. SAN. SEWER -� NEW SAN. SEWER EXIST. WATER SERVICE NEW WATER SERVICE NEW INLET NEW SAN. MANHOLE C.O. NEW CLEAN— OUT(C.O.) 9== I NEW BUILDING AREA NEW ASPHALT I ' NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION OF NEW UTILITY TO EXIST. M M ETER B. F. P. D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW —OFF T. &V, TAP AND VALVE EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 �i a I� L cp t 1 10 f 1' �- MDEX OF SIL HILETS Cl. I CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2. i DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN C5.1 CIVIL SITt DETAILS C5.2 CIVIL SITE DETAILS C5.3 CIVIL SITE DETAILS GM �gg RI1 REC EVED T 2'7 2 PLANNING DEPARTMENT CRY OF CLEARWATER CONDITIONS OF APPROVAL FLD 2003 -03016 1. THAT APPROVAL OF THIS REQUEST BE SUBJECT TO THE APPROVAL OF THE COMPANION CASE LUZ2003 -03002 2. THAT THE THREE PARCEL IDENTIFICATION NUMBERS FOR TRACT A BE RECOMBINED BY THE PINELLAS COUNTY PROPERITY APPRAISER UNDER ONE PARCEL NUMBER WITH ONE OWNER OR A UNITY OF TITLE DOCUMENT BE RECORDED IN THE PUBLIC RECORDS TYING THE THREE PARCEL IDENTIFICATION NUMBERS TOGETHER AS ONE PARCEL FOR TRACT A BY DECEMBER 31,2003. J. THAT ANY FUTURE DIVISION OF EITHER TRACT A OR TRACT B BE SUBDIVIDED IN ACCORDANCE WITH CITY SUBDIVISION REGULATIONS. 4. THAT THE APPLICANT SUBMIT SITE AND BUILDING PLANS FOR STAFF REVIEW BY DECEMBER 31,2003 , FOR THE PURPOSE OF OBTAINING BUILDING PERMITS TO RELOCATE THE MAINTENANCE BUILDING AND SHED EXISTING IN THE NORTHWEST CORNER OF TRACT A OUTSIDE OF THE 15 FOOT WIDE UTILITY EASMENT AND TO M EET THE R EQ UIRED ST E T BAC K OF 1 0 FEET THE SITE PLAN S HA LL IN C LUDE A CONTINUOUS HEDGE OR VINES TO BE PLANTED ALONG THE WEST PROPERITY LINE ADJACENT TO THE OFFICE BUILDING FOR SCREENING AND BUFFERING PURPOSES, THE CONTINUOUS HEDGE OR VINES SHAL BE PLANTED IN AN AMMOUNT AND LOCATION ACCEPTABLE TO STAFF AND ALLOWED TO GROW TO A SIX —FOOT HEIGHT WITHIN A THREE YEAR TIME PERIOD ) . 5. THAT ANY FUTURE FREESTANDING S /GNAGE BE DESIGNED AS A MONUMENT SIGN AT A MAXIMUM HEIGHT OF SIX FEET ABOVE GRADE AND CONSISTENT WITH THE MATERIALS AND COLOR AS THE PRINCIPAL BUILDING OR THE BRICK FRONTAGE WALL. IL co �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 �i a I� L cp t 1 10 f 1' �- MDEX OF SIL HILETS Cl. I CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2. i DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN C5.1 CIVIL SITt DETAILS C5.2 CIVIL SITE DETAILS C5.3 CIVIL SITE DETAILS GM �gg RI1 REC EVED T 2'7 2 PLANNING DEPARTMENT CRY OF CLEARWATER CONDITIONS OF APPROVAL FLD 2003 -03016 1. THAT APPROVAL OF THIS REQUEST BE SUBJECT TO THE APPROVAL OF THE COMPANION CASE LUZ2003 -03002 2. THAT THE THREE PARCEL IDENTIFICATION NUMBERS FOR TRACT A BE RECOMBINED BY THE PINELLAS COUNTY PROPERITY APPRAISER UNDER ONE PARCEL NUMBER WITH ONE OWNER OR A UNITY OF TITLE DOCUMENT BE RECORDED IN THE PUBLIC RECORDS TYING THE THREE PARCEL IDENTIFICATION NUMBERS TOGETHER AS ONE PARCEL FOR TRACT A BY DECEMBER 31,2003. J. THAT ANY FUTURE DIVISION OF EITHER TRACT A OR TRACT B BE SUBDIVIDED IN ACCORDANCE WITH CITY SUBDIVISION REGULATIONS. 4. THAT THE APPLICANT SUBMIT SITE AND BUILDING PLANS FOR STAFF REVIEW BY DECEMBER 31,2003 , FOR THE PURPOSE OF OBTAINING BUILDING PERMITS TO RELOCATE THE MAINTENANCE BUILDING AND SHED EXISTING IN THE NORTHWEST CORNER OF TRACT A OUTSIDE OF THE 15 FOOT WIDE UTILITY EASMENT AND TO M EET THE R EQ UIRED ST E T BAC K OF 1 0 FEET THE SITE PLAN S HA LL IN C LUDE A CONTINUOUS HEDGE OR VINES TO BE PLANTED ALONG THE WEST PROPERITY LINE ADJACENT TO THE OFFICE BUILDING FOR SCREENING AND BUFFERING PURPOSES, THE CONTINUOUS HEDGE OR VINES SHAL BE PLANTED IN AN AMMOUNT AND LOCATION ACCEPTABLE TO STAFF AND ALLOWED TO GROW TO A SIX —FOOT HEIGHT WITHIN A THREE YEAR TIME PERIOD ) . 5. THAT ANY FUTURE FREESTANDING S /GNAGE BE DESIGNED AS A MONUMENT SIGN AT A MAXIMUM HEIGHT OF SIX FEET ABOVE GRADE AND CONSISTENT WITH THE MATERIALS AND COLOR AS THE PRINCIPAL BUILDING OR THE BRICK FRONTAGE WALL. IL co �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 I� L cp t 1 10 f 1' �- MDEX OF SIL HILETS Cl. I CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2. i DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN C5.1 CIVIL SITt DETAILS C5.2 CIVIL SITE DETAILS C5.3 CIVIL SITE DETAILS GM �gg RI1 REC EVED T 2'7 2 PLANNING DEPARTMENT CRY OF CLEARWATER CONDITIONS OF APPROVAL FLD 2003 -03016 1. THAT APPROVAL OF THIS REQUEST BE SUBJECT TO THE APPROVAL OF THE COMPANION CASE LUZ2003 -03002 2. THAT THE THREE PARCEL IDENTIFICATION NUMBERS FOR TRACT A BE RECOMBINED BY THE PINELLAS COUNTY PROPERITY APPRAISER UNDER ONE PARCEL NUMBER WITH ONE OWNER OR A UNITY OF TITLE DOCUMENT BE RECORDED IN THE PUBLIC RECORDS TYING THE THREE PARCEL IDENTIFICATION NUMBERS TOGETHER AS ONE PARCEL FOR TRACT A BY DECEMBER 31,2003. J. THAT ANY FUTURE DIVISION OF EITHER TRACT A OR TRACT B BE SUBDIVIDED IN ACCORDANCE WITH CITY SUBDIVISION REGULATIONS. 4. THAT THE APPLICANT SUBMIT SITE AND BUILDING PLANS FOR STAFF REVIEW BY DECEMBER 31,2003 , FOR THE PURPOSE OF OBTAINING BUILDING PERMITS TO RELOCATE THE MAINTENANCE BUILDING AND SHED EXISTING IN THE NORTHWEST CORNER OF TRACT A OUTSIDE OF THE 15 FOOT WIDE UTILITY EASMENT AND TO M EET THE R EQ UIRED ST E T BAC K OF 1 0 FEET THE SITE PLAN S HA LL IN C LUDE A CONTINUOUS HEDGE OR VINES TO BE PLANTED ALONG THE WEST PROPERITY LINE ADJACENT TO THE OFFICE BUILDING FOR SCREENING AND BUFFERING PURPOSES, THE CONTINUOUS HEDGE OR VINES SHAL BE PLANTED IN AN AMMOUNT AND LOCATION ACCEPTABLE TO STAFF AND ALLOWED TO GROW TO A SIX —FOOT HEIGHT WITHIN A THREE YEAR TIME PERIOD ) . 5. THAT ANY FUTURE FREESTANDING S /GNAGE BE DESIGNED AS A MONUMENT SIGN AT A MAXIMUM HEIGHT OF SIX FEET ABOVE GRADE AND CONSISTENT WITH THE MATERIALS AND COLOR AS THE PRINCIPAL BUILDING OR THE BRICK FRONTAGE WALL. IL co �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 MDEX OF SIL HILETS Cl. I CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2. i DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN C5.1 CIVIL SITt DETAILS C5.2 CIVIL SITE DETAILS C5.3 CIVIL SITE DETAILS GM �gg RI1 REC EVED T 2'7 2 PLANNING DEPARTMENT CRY OF CLEARWATER CONDITIONS OF APPROVAL FLD 2003 -03016 1. THAT APPROVAL OF THIS REQUEST BE SUBJECT TO THE APPROVAL OF THE COMPANION CASE LUZ2003 -03002 2. THAT THE THREE PARCEL IDENTIFICATION NUMBERS FOR TRACT A BE RECOMBINED BY THE PINELLAS COUNTY PROPERITY APPRAISER UNDER ONE PARCEL NUMBER WITH ONE OWNER OR A UNITY OF TITLE DOCUMENT BE RECORDED IN THE PUBLIC RECORDS TYING THE THREE PARCEL IDENTIFICATION NUMBERS TOGETHER AS ONE PARCEL FOR TRACT A BY DECEMBER 31,2003. J. THAT ANY FUTURE DIVISION OF EITHER TRACT A OR TRACT B BE SUBDIVIDED IN ACCORDANCE WITH CITY SUBDIVISION REGULATIONS. 4. THAT THE APPLICANT SUBMIT SITE AND BUILDING PLANS FOR STAFF REVIEW BY DECEMBER 31,2003 , FOR THE PURPOSE OF OBTAINING BUILDING PERMITS TO RELOCATE THE MAINTENANCE BUILDING AND SHED EXISTING IN THE NORTHWEST CORNER OF TRACT A OUTSIDE OF THE 15 FOOT WIDE UTILITY EASMENT AND TO M EET THE R EQ UIRED ST E T BAC K OF 1 0 FEET THE SITE PLAN S HA LL IN C LUDE A CONTINUOUS HEDGE OR VINES TO BE PLANTED ALONG THE WEST PROPERITY LINE ADJACENT TO THE OFFICE BUILDING FOR SCREENING AND BUFFERING PURPOSES, THE CONTINUOUS HEDGE OR VINES SHAL BE PLANTED IN AN AMMOUNT AND LOCATION ACCEPTABLE TO STAFF AND ALLOWED TO GROW TO A SIX —FOOT HEIGHT WITHIN A THREE YEAR TIME PERIOD ) . 5. THAT ANY FUTURE FREESTANDING S /GNAGE BE DESIGNED AS A MONUMENT SIGN AT A MAXIMUM HEIGHT OF SIX FEET ABOVE GRADE AND CONSISTENT WITH THE MATERIALS AND COLOR AS THE PRINCIPAL BUILDING OR THE BRICK FRONTAGE WALL. IL co �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 GM �gg RI1 REC EVED T 2'7 2 PLANNING DEPARTMENT CRY OF CLEARWATER CONDITIONS OF APPROVAL FLD 2003 -03016 1. THAT APPROVAL OF THIS REQUEST BE SUBJECT TO THE APPROVAL OF THE COMPANION CASE LUZ2003 -03002 2. THAT THE THREE PARCEL IDENTIFICATION NUMBERS FOR TRACT A BE RECOMBINED BY THE PINELLAS COUNTY PROPERITY APPRAISER UNDER ONE PARCEL NUMBER WITH ONE OWNER OR A UNITY OF TITLE DOCUMENT BE RECORDED IN THE PUBLIC RECORDS TYING THE THREE PARCEL IDENTIFICATION NUMBERS TOGETHER AS ONE PARCEL FOR TRACT A BY DECEMBER 31,2003. J. THAT ANY FUTURE DIVISION OF EITHER TRACT A OR TRACT B BE SUBDIVIDED IN ACCORDANCE WITH CITY SUBDIVISION REGULATIONS. 4. THAT THE APPLICANT SUBMIT SITE AND BUILDING PLANS FOR STAFF REVIEW BY DECEMBER 31,2003 , FOR THE PURPOSE OF OBTAINING BUILDING PERMITS TO RELOCATE THE MAINTENANCE BUILDING AND SHED EXISTING IN THE NORTHWEST CORNER OF TRACT A OUTSIDE OF THE 15 FOOT WIDE UTILITY EASMENT AND TO M EET THE R EQ UIRED ST E T BAC K OF 1 0 FEET THE SITE PLAN S HA LL IN C LUDE A CONTINUOUS HEDGE OR VINES TO BE PLANTED ALONG THE WEST PROPERITY LINE ADJACENT TO THE OFFICE BUILDING FOR SCREENING AND BUFFERING PURPOSES, THE CONTINUOUS HEDGE OR VINES SHAL BE PLANTED IN AN AMMOUNT AND LOCATION ACCEPTABLE TO STAFF AND ALLOWED TO GROW TO A SIX —FOOT HEIGHT WITHIN A THREE YEAR TIME PERIOD ) . 5. THAT ANY FUTURE FREESTANDING S /GNAGE BE DESIGNED AS A MONUMENT SIGN AT A MAXIMUM HEIGHT OF SIX FEET ABOVE GRADE AND CONSISTENT WITH THE MATERIALS AND COLOR AS THE PRINCIPAL BUILDING OR THE BRICK FRONTAGE WALL. IL co �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 �S 11 NOT SCALE PRINTS VAll 1113 DA 06/30/06 i PERMIT CONSTR DATE DATE ':PROJECT . 0632 r\ O 7w 161 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 4OD -4 & 4OD -40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED 510,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. CLEARING AND GRUBBING NOTES (CON'T) 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTIN A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION /DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE- SODDED IN ACCORDANCE TO THE PLANS, 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY WATER SYSTEM NOTES - -, 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. - c lr2 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AN 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. SPECIFICATIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 IN ACCORDANCE WITH THE APPROVED PLAN. (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE -= EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS � SEALED IN ACCORDANCE WITH ANSI A 21.6 (AWWA C 104 -71). THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE 4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE WITH AWWA C -110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C -111. FITTINGS SHALL BE YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C -104. POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND /OR SCARIFY THE POND 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE C -900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE ACCORDANCE WITH ASTM D -2241. SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241 -89. STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. • GASOLINE, OIL, GREASE, CHEMICALS, ETC. i . • 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND SLEEVE TYPE JOINTS, FLUSHED SEMI- ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN & ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL MEETING THE REQUIREMENTS OF AWWA C509. SHALL BE DISPOSED OF IN A PERMITTED FACILITY, 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE EROSION AND SILTATION CONTROL NOTES APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. MEASURES INTENDED TO TRAP SEDIMENT AND /OR PREVENT THE TRANSPORT OF 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE ON DETAILS. INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED ■ FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. ANY OTHER DISTURBANCE OF THE SITE BEGINS. 13. THE IRRIGATION SYSTEM SHALL HAVE PURPLE COLOR PIPING AND LABELING ON THE 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. SANITARY SEWER NOTES 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION 1, ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING COVER. ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF THE END OF THE WAR ANTY PERIOD. R POL`' VINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE _CONSTRUCTJOtU tJR.A1Nll4GS. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO AND SPECIFICATIONS. ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH ANY CONFLICTS OR DISCREPANCIES. STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL D- 3034 -77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT UNSTABILIZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000 SDR 21 COLO R GREEN, WITH A AND /OR REPAIRED AS REQUIRED. GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE FILTER MEDIUM SPECIFICATIONS PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN ". THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE A 21.6, A 21.8, OR A 21.51. FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT COEFFICIENT OF 1.5 OR GREATER. REQUIRE D.I.P. ARE TO BE POLYLINED OR EPDXY LINED. RATE OF 0.125 CM /SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM /SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL 9, ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR HS -20 LOADING. BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED, SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE PVC) CONFORMING TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) INCH DIAMETER PERFORATIONS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE. THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY RESPONSIBILITY. SHALL BE INCLUDED IN THE AS -BUILT SUBMITTAL. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN CLEARING AND GRUBBING NOTES ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN GRADING AND DRAINAGE NOTES THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. CONSTRUCTION. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS, 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 1. TRENCH EXCAVATION 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS UNLESS OTHERWISE NOTED ON PLANS. NOW A PART OF LAWS QF FLORIDA CHAPTER 90 -96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C -900, CLASS 150 WITH THIS LAW. STANDARDS, UNLESS OTHERWISE NOTED, - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND TRAFFIC RATED FOR HS -20 LOADINGS. APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. 6. THE CONTRACTOR IS TO SOD THE RETENTION /DETENTION POND AS INDICATED ON MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL ELEVATION(S) OF THE STORM PIPES(S). PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR STORM PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S). MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. WATER/SEWER CLEARANCE REQUIREMENTS 62- 555.314 LOCATION OF PUBLIC WATER SYSTEM MAINS FOR THE PURPOSE OF THIS SECTION, THE PHASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER, FIRE HYDRANT LEADS, AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62- 610,F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPING CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E- 6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY -OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST D 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSING DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES, BUT SUPPLIES OF WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRS OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST US PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION: (1) TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. (2) A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. (3) ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB - SUBPARAGRAPHS A. THROUGH D. BELOW. (A) EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTING BETWEEN THE MAIN (AN))D THE MANHOLE. INBSTALILED IN EACH CONFLICT CASING E{ IPEEHAVING HIGH IMPACT STRENGTHH(I EE HAVING AN SHALL BE STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25- INCH -THICK DUCTILE IRON PIPES.) (C) EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. (D) GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. ('4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C., AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY QR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S. AND RULE 64E- 6.002, F.A.C. (5) EXCEPTIONS, WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THE REQUIREMENTS IN SUBSECTION (1) OR (2) ABOVE, THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THESE REQUIREMENTS IF SUPPLIES OF WATER OR CONSTRUCTION PERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH EXCEPTION AND PROVIDE ALTERNATIVE CONSTRUCTION FEATURES THAT AFFORD A SIMILAR LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES, INCLUDING THE FOLLOWING. (A) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FFROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER (1) USE OF PRESSURE -RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCIATION STANDARDS INCORPORATED INTO RULE 62- 555.330, F.A.C., FOR THE OTHER PIPELINE IF IT IS A GRAVITY -OR, VACUUM - TYPE PIPELINE (2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE; OR (3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE. (B) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND IS BEING LAID LESS THAN THE REQUIRED MINIMUM VERTICAL DISTANCE FROM THE OTHER PIPELINE. UALOF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST (DUAL TO THAT OF 0.25- INCH -THICK DUCTILE IRON PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN, AND ) (2) USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST EEQUAL TO THAT OF 0.25 -INCH -THICK DUCTILE IRON PIPE) OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE OTHER PIPELINE IF IT IS NEW AND IS CONVEYING WASTEWATER OR RECLAIMED WATER. - WATER IMPACT FEE SCHEDULE CAN BE FOUND IN THE CITY OF CLEARWATER, CODE OF ORDINANCES APPENDIX A, XXV(1)i RIGHT OF WAY NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN CITY OF ST. PETERSBURG LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 2. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THRU 665 (LATEST EDITIONS). 3. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T- 99(100 %). 4, DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 5. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, SHALL BE REPAIRED AT CONTRACTOR EXPENSE 6. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 7. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 8. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN -UP. 9. SAW CUT EXISTING EDGE -OF- PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. 10. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS DISTURBED, CONTACT THE AREA INSPECTOR WITH THE FLORIDA DEPT. OF TRANSPORTATION. 11. PROVIDE A MINIMUM OF 3' COVER OVER UTILITIES AT ALL DITCH CROSSINGS. 12. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE CITY OF ST. PETERSBURG. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 13. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650, SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. 14. DRIVEWAY TO BE CONSTRUCTED TO FDOT INDEX #515. 15. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT IND #104 & 105. 16. ALL STRIPING SHALL BE LEAD FREE NON - SOLVENT BASED THERMOPLASTIC AND MEET ACCORDING TO THE FOOT SPECIFICATION SECTION 711. 17. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATIONS SECTION 706. 18. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 17352. 19. SIGNING AND STRIPING WITHIN FOOT RIGHT -OF -WAY SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 20. TRAFFIC CONTROL & SIDEWALK CLOSURE ARE TO BE PER FDOT INDICES #600 AND #623. CONTRACTORS RESPONSIBILITY OTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON - CRACKED, NON=-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS' AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK ANY AREA OF T HE BUILDINGS AND/OR UTILITIES AND/OR THE BUILDING(S) AND /OR UTILITIES AND /OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND /OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND /OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY SANITARY SEWER STORM SEWER NATURAL AND LP GAS LINES ELECTRICAL POWER RECLAIMED WATER SUPPLY IRRIGATION LINES T.V. CABLES FIBER OPTIC CABLES TELEPHONE CABLES FIRE ALARM SYSTEM CABLES SECURITY WIRING CONTROL WIRING SITE UNDERGROUND MECHANICAL SYSTEMS INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FDOT STANDARD SPECIFICATIONS 971 -1.2. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (1 2) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT SHALL CONSIST 1 %' TYPE S -3 ASPHALT ON 6" F.D.O.T. CERTIFIES BASE COMPACTED TO 98% OF MAXIMUM DENSITY. SUBBASE COMPACTED TO 98% MAXIMUM DENSITY, PER AASHTO T -180. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ALL ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM(1988). 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION, 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1 -800- 432 -4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE; UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION: TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO THE END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW -CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125 -8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., 5.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (IDLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT /ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. �.N e -.k , ®® THI5 DRAWING IS AN INSTRUMENT�'8� S Fj*f� t I L OR�USED l AN OPER WI�HOUTE ENGINEER. AND SHALL NOT BE rR�1'*bucE X181 a� 1I THE CONSENT OF THE ENGINE R,� , , .{j (PYRIGH7 e2. NOT PUBLISHED it • N u »,� • ' " � *. RAM A: G EL,- Ph.D. ,.P E �d " i 2 :� 2!1i1P, COPIES OF THESE PLANS ARE .NOT' ALID UNLESS EMBOSSED WITH THE" SIGNING - ENGINEER'S ,SEAL �r c� 4---------' � >r; N.__ , �� Q�,� EMMETT S ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 .� _..,_.- 11. r' ..�.._,,. -, c_-) - c lr2 � I' = cD cn cl::5 oo� --'4 -= ■ � <=) " O _' � � 11 � i � i;� i ., I � " i „11` .� _..,_.- 11. r' ..�.._,,. -, _�.a.,...._ . , I' .. ■ ■ .i , i 11 6 i I ., I iI " i „11` • .. ll i . • i c• i M11: r • ■ . ,. _1_1_____ ■ ;», . �• I� _o-Aqr .. an I • •- • • • ••- - • �• r .•�� r- -• r • -- .�.. i• a I 1. r ► • i• DESCRIPTION N �DATE ISSUED11 06/30/06 BID i i' DATE 1: 'PROJECT 0632 C102 � I � I Ill, I :, i k I 4 i I 11 I— I : � I '� i i` 11 111-111-- ■ ■ .i , i 11 i i I iI " i „11` • .. ll r i -. -r .. M11: r • ■ 1 , ■ �• I� _o-Aqr .. an I • •- • • • ••- - • �• r .•�� r- -• r • -- .�.. i• a I 1. r ► • i• DESCRIPTION N �DATE ISSUED11 06/30/06 BID i i' DATE 1: 'PROJECT 0632 C102 � I � I Ill, I :, i k I 4 i I 11 I— I : � I '� i �C S89*42'36'E (D) 0 i-0, i-I I 3.01"J�, J. 630-00' (D) 4_1 SOO-02'32"W (D) u-e VS IM L' A ;S P 1, T" A 2" N D S Ir" R Er" . E Ir" b A4'S' T = rp"I (UNION S TRE-L -1) 4 F� It 1,717A1 E N T 30-00' (D) 4 t 14 - -1 s?, "I � p; 7Y ------ 47 0 4 W s ail. - :K) Q4 A� -1-y 0 T 0 U3 13- 41,,( 1 x _�W C', Q� I -y TONA-1W Wi VMv(,k`PVC'� DE V-1 0 _7 q T.B.M. #1 r 4 ��. _-�= 'q -N —it i GRATEII&E -, ", "x ., 7', ;t,7-- x,� r 7 77, x 6' WOOD -86.d4 ti� I X I I _ i , N x :il oct% iV/ TOP I ; �`_,_,' , _�7'7Z�77�77� -_`� !)"I --- ti�`. , ", - xL, 4 FENCE --t X, X", x X " - , ` -�: - '�S,17-1511 = 3.03 V Q� Nv "'s �i`C OU 7 7 z. J "N X "'N 4" 4Y to X 1�x X -v x X tie; 1Cv x 'X v lev S&I j x t%/�. 'it 'X XX 7� 1N in (ov, I f. x ""F- XN mm �zl y x /3 v<11 "'y Y X,Q, V%_ pq� 471, 0 Xx, y x", J X� 4" y " V, 11 1 1 x, A J-Y t;l &6� it, tit; -,REM -x- A 1�7 45: o 7 �\A X 'T,Te j �J,; o T �.i �t 'x 7,o0p 'T 6F, i R., IA11 1-1, 11 fit �v < *M", Al, 'q. LUERkx < T 7 V7 R 7 �4 ;ff �.F a 6, t 1, 11 kv 4. TOP x x "A X� Al Iv, y 1 %y :6 r -3- n r; A" & q -5 P. Li it A Ag u L Z11 _j! T ."A N it VW , ,, I 1�_ 'Y 711�t T ir t ;p Z, 41 # 2y, t"! IL17, -2- %x "T'iLL V. 'J" Ag i ,7 MW tj (S'tPj/Qji_�,17 ['�, "' -I I is, t-, it ..Vf .17 ",'. , i �, - , ty 'p 7� "P L3 Yt,` 1�_ d t;z, L 4- 'p A ik 4, z� �F "'t \a9 &A, 7. V. 04 4 T0 _jr ir-1 j gV t;i itt C5 < '4 A�_ -ZiA L0 I tv -7 A V 7 Z q o,� % AA 9 n x 9 V r r A, L"i '\A %A, ttvi �A NOTE. SILT FENCES AND EROSION CONTROL MEASURE MUST BE PLACED PRIOR TO CONSTRUCTION AND BE MAINTAINED THROUGH THE PROJECT I I I � � "" , -.- I ;1� -1 "1 � lit- VA i ti 1xcIi I- - �- ", ", , I 7, zl� k�� g,: "I ACKNOWLEDGE THE PLACEMENT & LOCATION OF ALL MEASURES THIS PLAN REQUIRES Jx 'A a,4 4" . 7t 9 *1 V, it TO CONTROL TURBIDITY & EROSION FOR THIS SITE. THIS PLAN SHALL BE MADE _)P Al 9 AVAILABLE TO SITE CONTRACTOR A K - A rl a Shl'ttil;"."_1", 1.;A DA TE. Aoil, J_ J % 2 A A -4;, A % J" 'P ------ - SHU7E BOAI�. R %, - CONC PAD "i;,"Cou Tr IPI q, I tu v`� "o, Jq, 13 1 , I : i 1,�, I lo, ,?v, 7 7 -4, A mi, 77711� y A-2 z w A' ',,Zj F7,2Z X, 9ETL,4ND,4REA 112 A 'i Nif I A 1? V I tA ia i0! 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'x At % CD A 5,%& X, "'y (o 0 X�J, '<, _X t 13T?, L I L,1,1 17T A A" 19 u V x X, F '�77 X 9 [D -- GRATERVLET _1A v-, 4" M TP X- E' X' I N1__ - � 11 V D Ix .1 1 011 I'M r Xl; 41 INV 74.62 TOP 81.54 rr) -F C-ivl� Y*c),�L GRA TE DrLff SLOTNE=8049 -x. -,t T 9\) &V�68.94 7 6, - �o ME4�41`4�7_1__, TOP - 7 68 .1 4- t t INVNE - 74-35 0 LVVNW 74.36 A ... ..... ... 4� S'yz -ipn 2 11.. 1:,: m t 0 N') X", :T , ""-/ 4 , w., 3 V co cf) 7 v Lo A 1, Mv Al ��, t, ti, 22� l2 Y, �CY , , ,, I " , , - - h11 u A ti, 0 -T,7, c \e" Zl V__�� L__ -, - _.: :�-1-_1 - -1 it 7;M-17�'-' 7- X, 07 it TOP 74.69 17VVNW wj14 0 _D ORA T)k [NLEY\ Z RE�TAINJpto. !i 1 41, 1 4 It - , 2- �j -,68.19 v" tip A MSTV=77�Q xx/ , qs, t, f5e X -z"', PN: Z A `tt A 0EMOLMONAIWA' EB 0 x ? N� x, 4 X, >4� A y� x IFTORMAM — > ci ------ p _4 t x Rw_ 75.96 �j. SE 721 44 1. - tt ;l_ JN NE - 72.4 7 71 y -4t 4 0 amw �F. X '761 7- V '71 Izr "Y d -777 '1 4 X, sl ItJ V, "T. X , ki wi` _4�07 :eX it IV ii" Q aP %v, % 'X T 0A -64 3. � I " - I : "1 2, j '' , "" 11L. 1i .�N -1, , I "zt T " ', - !, , �,� t �,: �-`- , i -.,, , " / , - I I , _ 1 -1, , ,;, I , � �� 1, - Y 7 A S", W. P J1, -,/y X tX v- GRA M"ILE-T .`v v, v) 7,op TE < N -78.2-4 v, X x 'Xd ��x x tit xx, 11", '.L t;z i. Al Ay N\ 3 A j X % EWE= 76.15 INV W 73.73 0 it A 69 j 7: 1 x �-t Z"i �;i "u.i 7 flVVNW= 72.5S K, e A IM IGRA TE ET j, 11: X, X - TOP 78.34 tit xx t: v �)", - �i y� I I flVVSE 7255 07,IT INV NE 72 63 , . , 1_1 -, - i �,/ -1 � -1 - �'_l i, % Z .2 , a xl��< v UX T �011 L) Al tL )Y �T v If 7 R 41 ,.n X T S x r 141*��`_I`Itt I -7 INA "A X' T`:, X A lo A, N , -T - J., o" 7 7r MY- 4_-J10 RVV- 74 72 AL 2 .7" "T7 % 'x xz�- A', x': '01, P; AtWS 771� (D x Alt , I �Z` V� J_ ��11 AA'x 77:,,," X t� 77, J,117'4 lie K, 4 F CoNd F NoZ, it 'A 1,,,, CE 00 v N & _j n, A C x Ir _,7 AA4 W LAADAP A # 4 1: 7 7. 8611c ET E U/ N. V. _4 il:"' 0. 778 A C N, N GRATEMIE'r r MP - 78.69 VN -73.25 , -:,,- Z-\ -6 _/ - _,� - / INVE T�1_6 - - _ 131n % \, 4, MZ5 INV W - 73.2S -mm A 17W 74.98 lit Awn 71 iz, TE 7 -S AIME rArVW&2W.27--J L 7Z90 SIL?IFENCE RVV 72.18 SKIM SLO 328.25' M E3 m 1015.80 E3 0 EM �=I[ CM 01 ===11 123 173 ==N 0 0 1Z=ZZ=3 E3 C3 m 03 0 E3 0�1 E _''m 0� mmm�a m 0 �=iI 0 m mwpz=a,, 0 'tm, N89' 39'20"W(D) 13 1 1 .05'(D) - DEMOLMON OF FMSTING AREAS AREA SF OF IMPERVIOUS AREA TO BE DEMOLISHED EA 34,116 SF E8 60,282 SF EC 50,248 SF TO TAL 144,646 SF In REMOVE EXISTING ASPHALT AND BASE n2 REMOVE EXISTING STORM PIPI & STRUCTURE. in REA40VE EXISTING CONCRETE. El REMOVE EXISTING RETAINING WALL. El REMOVEIRELOCATE TREE. El REMOVE CURBING TO THE NEAREST EXPANSION JOINT 0 REMOVE FENCE AND GATE AND ASSOCIATED POSTS. F8 REMOVEIRELOCATE TRANSFORMER AND BOLLARDS F9 REMOVE STAIRS AND WALKWAY. 10 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. 11 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS 'A 4vi T_,:4 "'n) SCALE: 1"=50' LL L L__ L�L 50 0 25 50 100 L11 EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 Cn C.> CZ C\2 DO NOT SCALE PRINTS THE DOCUMENTS AND THE INFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS N 0. DESCRIPTION DATE ,5; K5 tz_� 11 T 0 �7, �DATE ISSULL), 06/30/06 BID PERMIT CONSTR DATE DATE PROJECT NCA u0 6 3112% DRAWING NO.; C2,9 I DEMOLITION NOTES LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVALIRELOCATION OF REMOVE. ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY CONCRETE SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND ASPH. & BASE TELEPHONE CABLES, GAS LINES, ELLLLLLLLLLLLLLLL TREES, SHRUBS, ETC.) AND IS LLLLLLLLLLLLLLLL LL LLLLLLLLLLLL NOT LIMITED TO WHAT'S SHOWN. BUILDING In REMOVE EXISTING ASPHALT AND BASE n2 REMOVE EXISTING STORM PIPI & STRUCTURE. in REA40VE EXISTING CONCRETE. El REMOVE EXISTING RETAINING WALL. El REMOVEIRELOCATE TREE. El REMOVE CURBING TO THE NEAREST EXPANSION JOINT 0 REMOVE FENCE AND GATE AND ASSOCIATED POSTS. F8 REMOVEIRELOCATE TRANSFORMER AND BOLLARDS F9 REMOVE STAIRS AND WALKWAY. 10 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. 11 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS 'A 4vi T_,:4 "'n) SCALE: 1"=50' LL L L__ L�L 50 0 25 50 100 L11 EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 Cn C.> CZ C\2 DO NOT SCALE PRINTS THE DOCUMENTS AND THE INFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS N 0. DESCRIPTION DATE ,5; K5 tz_� 11 T 0 �7, �DATE ISSULL), 06/30/06 BID PERMIT CONSTR DATE DATE PROJECT NCA u0 6 3112% DRAWING NO.; C2,9 I r-��: ,------.,,---, ", S89'42'36'E (D) E ; T' _ ' � T' j -,, �, I A _11, �,_ jlL � 1 630.00' (D ) , , , , , , � -- I , I I " ._1 , l ,�� 11 1 , , " " � I I � , � r I ,_ , - I - 4' � --- - I 11 _ `.11 -, !�` _� I t, I , __ �, _ " - � , re�'_, � I � � - , , I I - , Ile I,- 1, '111 !t7 \ I A'i - * I r--T ". 'a I- : � , ,, � "k- 11 I � . I �/ L� 1 , 'I- � 7, 4' 11 11 � I ��,'� ' , ,',,:� ,,,, ,,%,� A " " , , T��' ��, 1, , ,�:,� ��, r � Ce �-; I � , '1'11�. , , I 11 �_," I � , � 11 11�� ", ,�,, " I . � 1, , " , � �- " ., �', � '. - - - - _ , " -,'' . I , , ", 1 7 W,. '' � ,/�,,,, ".." '��,�'_ _��. ,_ 11 , , , .. 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I I NEW ASPHALT , . - '- � - NEW CONCRETE I- Vl�, ... _ - * , - I � , ", ,�-� I 1�11 WETLAND AREA . I . . , , '1� �",��,�, , _" '. , - QLI� r�z �---,�-__ EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FL 33771 . - - I _ 11 " � , . ; I Ill , 11 I .. 1 • a � I � I I -_ I I I ! I I I . 2 I 1 , 11 � 11 11 I I 11 I I : 0 . ! � - I Is I - � I , I 11� I I I I- -1-1-1 � I T � , DO NOT SCALE PRINTS I p : , THE DOCUMENTS AND THE INFOR- , I MATION CONTAINED HEREIN ARE THE � k SOLE PROPERTY OF ARCHITECTURAL � � I CONCEPTS INC. UNAUTHORIZED RE- : , � , REUSE MAY BE ' , , PROSECUTED IN ACCORDANCE WITH , I � - I ! � THE APPROPRIATE COPYRIGHT AND I � 11 PATENT LAWS I � I i � REVISIONS I I , " --- � I � ; � NO-7 DESCRIPTION � : DATEI � � I : I q I � :i�: I . i � I - I ,., l!��. I -7, - -- , -,,IT, I � 1 I ?� , L - , , � � I . I r�� ,4 ,,, - I , I . <,, ,0 . � - - 117, ,- � � ` - .__ . r4l ; I � t I � I � .� � � � , � DATE ISSUED i � I ! 06/30/06 � I � BID I I I i . I � I PERMIT _ � I CONSTR � - I T DATE � , - � I I � DATE - � I � I : I PROJECT NO. � I � I i I I � DRAWING NO 6--) c 001 14 A�l 11 � I _ 11 " � r , , 11 I 1 • a � I � I I , �� a I I I , � A - , I I I I . 2 I 1 , 11 � 11 11 I I 11 I I 11 I I'M" I , : - I Is I - a , I I 4% • 11 11 I- -1-1-1 � I T � , DO NOT SCALE PRINTS I p : , THE DOCUMENTS AND THE INFOR- , I MATION CONTAINED HEREIN ARE THE � k SOLE PROPERTY OF ARCHITECTURAL � � I CONCEPTS INC. UNAUTHORIZED RE- : , � , REUSE MAY BE ' , , PROSECUTED IN ACCORDANCE WITH , I � - I ! � THE APPROPRIATE COPYRIGHT AND I � 11 PATENT LAWS I � I i � REVISIONS I I , " --- � I � ; � NO-7 DESCRIPTION � : DATEI � � I : I q I � :i�: I . i � I - I ,., l!��. I -7, - -- , -,,IT, I � 1 I ?� , L - , , � � I . I r�� ,4 ,,, - I , I . <,, ,0 . � - - 117, ,- � � ` - .__ . r4l ; I � t I � I � .� � � � , � DATE ISSUED i � I ! 06/30/06 � I � BID I I I i . I � I PERMIT _ � I CONSTR � - I T DATE � , - � I I � DATE - � I � I : I PROJECT NO. � I � I i I I � DRAWING NO 6--) c 001 14 A�l 11 � 7\I T ER 1L' :D f-, A r" A tz I T- I A -SS9'42'36'E (D) ij I'i 630-00' (D) v 1 L! i, S -02'32"W (D) 00 NEW SWALE NEW SWALE __�n nn' (n) % �, 1, -1, 11�_' e-y rim 7-% -9-7 p_" 7" c"y r717 2" N D 3 1 -KEb I bA31 (UNION S -rl"R E E T) 6' X ki Y'�nl Aonf'l 1 NEW SWALE "A, Ott F 4= 0 1, _4� cly L 4 1P _4_= �"L ,t L I 1 -11 _cV_ q 'or r 9 4.b 8& 5 wy 84.5 .5 S, IXI ia 9 'tb �A 'If VILLA 3 VILLA 3 88.6 y N 84.0 VILLA 3 VILL* _46.7� 89.6 FL. EL. V' �;f PE EU,El, T E J, i 89.0 VILLA 3 VILLA 3 870 875 89.1 6 0.0 + 90. 0 8 .8 "N )N 89.5 _4� 41 41 i g 41 84. + 4� LA I !, Ah t1l 1?4 Jf.0 89.4 FL EL + 0 8 . ;I _p fi�� '4, .0 89. 1. 13 PROPOSED STORAGE7o �7 90.51 MAINTE�kA��Et BLDG. 77 VILLA 2 TF� .6, T FL. EL. 'N' -to t "op uu. '17 t. i"t 3_ 90.5 0� V "i? 4sc rN 5__ Alh,_OJVT i� VL tl' �I,, :7 P 64 R I It Z_'f. rt 0 (7 -3.2 A\ FL. EL. 80.1 A + 'A 8 j" VILLA 3 61 `R, FL. EL. t -86.7 -ILL 885, 8.8 P__ 3-11, 90.5 f + 8 El V 8 0 cl A .fit 87.1 88 1 87. + 8 U r VEASEVEATT ORA TF INT FT VILLA 2 j"I �:.l' TILJ T �X` Pi`il, 9Q 7.3 FL. EL. _v .�O 8 895 ""e �4, 4. 87. + 7 w t NEWHOME �TH, 871 4 87. mA, 0 87�4 4" 8 .0 7 71 % 87.3 87.1 + CARE 0 .5 NEW SWALE, 6 40 A 87. FML 'k NEW S E ci &0 88 .+8 -VfP- j , 7 It SIL T NEW TOWN HALL SCR VILLA 3 EEN 874 V' '3 �Y FL. a.' 88. 5 FL. EL. FL. EL, pl 88. + 88.4 88.5,�` 85.5 Lj 4,- A A 137.0,/ kz. w" 4 -A V 8 Mm 8 .8 8 F.1 86.9 -o _5� I t NEW ------- 50 e;1 6.5 T 01; '4. 30 J87 3 STALGIC VILLAGE 88.0 88.0 8. 6.5 4--487.4 ASONRY 86 0 'N I S7Y-M 87. 'Al j �T716+, 87.81 FFE =875 86.7 jo 'N"V6 it 1 _0,f lit- A-2 i -T I i -FA (0 87. 87.o 87' 3 1. + A 112 WETLAND APE L vJ1, 7 .7 87.3 87 0,.* 61 % 0.057AC 8 2 1 v 86.5 0�, 87.3 6.0 87.0 -3 8 .3 NO, I T 6 %lit + 86.7 EX. FL UME A 87.0 < d .0 TO REMA IN " I .5 0 i:t Ip 3' _ij T F I# RV 7,�'�," R5 �S 6. t +76 5 71 "P, �&"PLEX_q XF 82. 0 1; S" j;V uti, . a t All 4 '24 Nip 5 4- '-- 0 i,ep REZW')ff10N P)OND, 14P Alt.y -L 4�. 1: " I . I � li� I 170 � " _* EW WALL 1 1 ! :1 CIO) o T0,BE,MQD1F1.D V 9.3 %ti! 810 t4* -1 BOT EL. 81.0!t CD OPEL MXMlk, 1 E 'ATE1 4, 11___w__ "15, 171-1 .0 A 3 LA 3 IL V L L. + F E EL E 26 SIXPLEX5 7z TI EX. RETENTION POND #20, TO BE MODIFIED ','I T! - TOP EL. 73. 0 MIN. EF,.,82.0 Al BOT. EL. 69.7 t % ?m NEW BEI 81.0 TOP EL. 7J. 0 13 ft 79.8 4 r + 4� -�t lit c) 810 + 0 �1) cn - f7 80.3 co 7 n, TZ Ln t: SIM EX 6 q! .55 ��f"A NEW �RETAINIAIG 2 00 FF. 82.0 __j f, WALL (100) SIM EX 3 TOP EL, 73. 0 FF. 795 0 _X7 81'0' 61 CD < % 4 78. 9.6 S1. ��,,K 4 it!, 9.5 A, STEW (RAISE GRA TE WALL FLUSH TO EL. 72.5) FL 9. 9 ILK WAL lop �A 80 A 8. 78.5 MLLWA A. 41"t 2t, WALL j IN P .0 % 79. 0 .25 'IXPLEX2 FF 8. F % 78. 6 S TEPS 7 78, "-NEW SWAL 73- 8. \73 1111� rj 0 V Ii. 0 r 4 N1, 78.0 R� A 75. 7 X-1 _,h F 4 NEW IN. WALL 7 NORAIL v 'I' OLT. 11 V_ 0,47 Iy 1Y ;R� 077 77. T 6 _:"g .6 77 SIL 7.2 SCREEN mv 1 1 79.0 51111 7 77A 77.9 77.5 .41 82 8 T�10 �j ',J/ .8 r I L + ,.6 781 8212 Q i N, V N - - ---- f "it t 83� 28 782 'k A, 78.3 T ,"__8216 ""47., 1? -7 '4 X, 7 ';�8.9N .6 :171 fW d D < gt STORM SEWER STRUCTURE TABLE # STRUCTURE TYPE GRATE. ELEV. INV, ELEV. NEW TYPE "C" INLET 86.8 84.J NEW TYPE "C" INLET 85.5 82.0 EX. CURB INLET 87.10 80.55 EX. INLET 85.48 81.11 NEW TYPE "E" INLET 86.0 81.0 EX. INLET 84.8.3 (VERIFy) 80. 6(T) 80.7( 122 18 " RCP A/F NEW TYPE "C" INLET 87.75 85.0 8 NEW TYPE "C" INLET 870 84.25 NEW TYPE "C" INLET 86.2 si. 0 NEW JUNCTION BOX TYPE 'P "A LT. A 86.2 82.0 ull EX. INLET 85.24 80.67 (S) 8 1. O(NEW) NEW TYPE Z "INLET 81.0 78.5 NEW CONTROL STRUCTURE 82.5 80.0 NEW TYPE "C" INLET 81.0 78.0 NEW TYPE 'D " INLET 78.3 74. 0 (tNV W 75. NWE3 0( NEW MITERED END --- 70.0 NEW TYPE "C" INLET 78.75 (W/2'x9 76.4 W(NOOkYjLSE) NEW TYPE "C" INLET 80.0 76.5 EX, INLET 78.55 (RA ISE TOP 76.15 TO EL. 80, 0) NEW TYPE "C "INLET 77.2 75.0 NEW TYPE "C " INLET 78.0 7J.5 NEW TYPE "C "INLET 78.0 72.5 NEW JUNCTION BOX TYPE '�D " ALT. A 78. J 71.5 NEW TYPE 'D " INLET 7J. 5 70.5 OPENING IN WALL --- 70.0 MORTOR WATER TIGHT NEW CONTROL STRUCTURE 72.5 66.09 NEW TYPE "C" INLET 78.75 75.0 NEW TYPE "C" INLET 78.0 74.57 EX. JO" Rcp --- 74.7± NEW TYPE "C" INLET 78.5 74�JJ NEW MITERED END --- 74.25 NEW TYPE "C" INLET 80.8 78.0 NEW TYPE "C" INLET 81.0 75.0 NEW MITERED END --- 75.5 NEW CONTROL STRUCTURE 77.5 72.0 NEW MITERED END --- 70.0 STORM PIPE SCHEDULE STRUCTURE FROM- TO LENGTH (FT) SIZE & TYPE SLOPE (7.) 170 13 " RCP 1. J5 65 18" RCP 2.2J 115 36" RCP 0.29 140 36- RCP 0.21 115 15" RCP 0.65 115 18 " Rcp 1.09 122 18 " RCP 0.82 Jo 18" Rcp 3jj �g 105 15 " RCP 0.48 25 24" RCP 3.0 160 24" RCP 1.87 75 24- RCP 5.JJ 85 15 " RCP 0.29 'TOT-'!y- 74 H 4N I il!, ii N 48. t It l -0. ,.- 1, �,Wt ao u'D !6, A 78 �A f 71? F 1;1.,:, N 814 y ........ I'ti3p, 4or 1'r7l, �en;lx, i�t 0 R ±3 824 T Ej�n LI - I , -, , I R. SIXPLCA.,0 (D -FL. EL, 82.' 6A 79.2 44 Rn A, STRUCTURE FROM- TO LENGTH (FT) S/_7,� & TYPE SLOPE (7.) 60 15 RCP 0.53 150 15 RCP 1.57 1jo 75 RCP 0.77 I J5 24 RCP 0.25 155 24 RCP 0.90 65 24 RCP O.2J 115 15 RCP 0. J7 25 JO RCP 0.52 �g 120 36 RCP 0,20 35 J6 RCP 0.2J 120 24 RCP 1.67 40 24 RCP 1.25 150 J6t" RCP 1.Jj SCALE: V=50' 50 0 25 50 100 cn 4� mmog g EMMETT WALSH ARCHITECT REG. NO. 13930 10225 ULMERTON RD., BLDG. 6A LARGO, FIL 33771 DO NOT SCALE PRINTS THE DOCUMENTS AND THE INFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS D =DESCRIPTION O�E A1 c) DATE ISSUED 06/30/06 BID PERMIT CONSTR DATE DATE PROJECT NO., 0" 6 33 2 DRAWING NO C4 1 _1 11 111 111 I I ''I -1-11- I - 11111--l- - -1 I "I',". 111- -, I I I I - I 11 I I I I I I � 11 I - � I I I I 11.11, I—— I I 1-11 I 1-11 - - - � - 11 I I 11 I - - 1 I - . - � � I— 11 - I 11 - � I 11 - I I , � � I ! i ; ! I I I , 2 .� ,,, � ',rI, 1-1 f 7"/ �-, ; i � , i , . � ,� 1, �_ � 2 � -, ! I - F ____� I �11'% i " F. , I I Z, I -F �1. � . Qj,`�T,` i � I : " -'s � I r - "I 11 _ ; 11 - ',-,, I , , - I �__l ._,;,.,) '_ " !� I'__', I r'.1 I 1-11 ! , :_ _- �Vv ,.'/_� ,I L IN �_ 1 ! r,' I � , W� I,-, [ i S89'42'36'E (D) j " I -, I � ,-) �-) Q - � � , 1 ��z E7 ':' 630.00' (D) �7 -,f- -),.,-, . 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I- 0 �% m , 0 3t,* ,, i L.0 Uj 0 " Ld w c: le d -4, z ,; > z 04"411 05 N — ;� - 0 ___ ____ on %A ?w 'L .. 0 i �— LU �: � 7-_01 i 0 ! — I ca �__ __M� e.op- :;;p =) :2 . 'i ! I dg�Z ; -< Lj_ I -w- i o � LJJ �0 I& % :2 0 i � i I i i i 1 1 i i I w I 1 I cc i : w .## Lu 0 F- Z i 1 : ! a i M I w 1 m Cc < 0) w �,e M cc 0 1 �j : < 0 .< t% Cc .1'..L,f — _j i U_ � ! ! I I : 0 L_ - U 11: Z - IM LILJ 1 F- I 21- ; 5-. =j t _j ww< em CC -%.-/.< 3�: i 0 I w < Uj W fro cr <; W 11 � to � W = LL 0 _j �) li a) < U 7p '2 d Z) , : I 1 L.0 Uj 0 < 0--"21' =) z �_ dL_ 0 cr _j >Z z 0 1 0- ; � e. e-A U j 0 ___ ____ i I _ - ___ CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY 2A TE 1 4/9/02 CHECKED BY UUMrWLR ENCLOSURE �'=DNO. REV. DATE Rev. Notes D. M. SINGLE DESCRIPTION APP. DESIGNED BY OF 6' dia. Steel bottards conc. Filled (typ,) C1 0 6' conc stab clearan/e/ clearance When Valve Oc/ set Bose on lU TYPICAL VALVE SE T 7- TK] [- Mech. Joint Vuiv-e/ / n.ts. C5 � � o (4- �m � ` o mu o � -C � |c� |w .o u"+�~ m";° �-Restraining Joint , CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING Tie meun with REDRAWN BY T TYPICAL VALVE D DATE SETTING I INDEX NO. CROSS-SECTION 4 REV. D DATE D DESCRIPTION A APP. D TYPICAL FTRE HYDRANT S-T TTN n.t.s. clearance min, boltards conc. Fitted (typ" i Ox ade Grade F c Z3000 swing ga te 1, r8' 4' \�� (typ.) ps.l, concrete stab Min, 1 B'x 16' concrete with Fiber mesh reinforcing thickness, 6'x6'/ 10xj0 N. T. S. drop pin ELEVATION CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY 2A TE 1 4/9/02 CHECKED BY UUMrWLR ENCLOSURE �'=DNO. REV. DATE Rev. Notes D. M. SINGLE DESCRIPTION APP. DESIGNED BY OF 6' dia. Steel bottards conc. Filled (typ,) C1 0 6' conc stab clearan/e/ clearance When Valve Oc/ set Bose on lU TYPICAL VALVE SE T 7- TK] [- Mech. Joint Vuiv-e/ / n.ts. C5 � � o (4- �m � ` o mu o � -C � |c� |w .o u"+�~ m";° �-Restraining Joint '--- --- ---- - - -- Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal TAP AT 450 ANGLE Saddle required on Dri5cOpi[)e 5100 Or Endot/Y(lr`dieY Saddle stainless steel straps shalt �—�- ----�- Blue Jet, SDR 9, 340e Poiy2thyig�)e with epoxy coated ductile iron loOdy. \ \-' Water Main CHLORINATION TA[} DATE DESCRIPTION AM ��_ `�' ' 2^ BuK \/c / Hose B|bb-- CITY OF oLE4RW^JEn FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DATE _CHLORI NATION T INDEX NO. �\ �� CLEANOUT PLUG CHARLOTTE Pipe And Foundry Comp, Part No. 1O6 Or Equal See NOTE For Traffic Bearing Cover. Concrete Pad 8"- Thick x 1'-6" So. FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company :'art No. 101 Or Equal ^=—' _°^"°` ME N.T.S. �\ �� CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT NOTE' Cieunout Plug Cover To Be REDRAWN BY S ANDARD DATE U.C. Foundry 7623 Or Equal. CHECKED CLEAN OUT INDEX NO. ZL� 3/04 Revised Per Utilities R.S.F. W.J.S. 304 APPROVED BY <Sanitary) REV. DATE DESCRIPTION APP, I OF I ' Finish grade to uiion 0.4r min., llY R/W nux. fuK fron property Une to | | buck OF curb. . Minimum 36' Behind Back OF Curb F7, c6eanou | ' � / / | Double-Sweep Tee-, 30°-36" or as � Directed by the City CITY OWNED --- AND MAINTAINED :erv|ce Lateral, HOMEOWNER OWNED AND MAINTAINED ��-�TT[�N �� . ��.. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY D TE F_A 6A CHECKED 6y-- DUMPSTER ENCLOSURE INDEX NO. NOTES 701 ;RIPTION APP. DESIGNED 8. nish To Existing Surface With PC III Asphaltic Concrete Original. Paving Origina't 'Base Thickness of Original + 2' ompacted Base -� 12' Compacted | | BackFitt unuis*urmem Trench Side NOTES z Trench muc*riuem in sr compacted lmyers. Density taken every 300 Pt ` 2 n-.~ °_" ' b~ ,~",/-rpa with Asphaltic Concrete Concretp with prior approval of City Engineer. 3 On longitudinal installation requiring resurfacing full width of pavement, finish base to match existing pavement surface and prime. Then resurface as directed by the City Engineer. / NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE ", ''"r "r "1013^ `"'~' "C""^'''= =C"T"^`^IC"~ `"='C` "=~`O ^`^'T °^^'~" ' '"~"�' ~=^'~ri ^"' BETWEEN PIPE JOINTS SHALL BE BY [DBA IRON SERIES 1500 RESTRAINERS. CITY OF CLEARWATER, FLORIDA PUBLII WORKS ADMINISTRATION ENGINEERING ON ALL r[EI o w[wIMuw OF 5' SHALL BE -- RESTRAINED ON EACH RUN LEG. DO NOT USE OR L = MINIMUM LENGTH TO BE VERTICAL OFFSETS RESTRAINED ON EACH SIDE OF FITTING (ft,) * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30^ BURY DEPTH' 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO poLv WRAPPED PIPE NOT[' THRUST RESTRAINT ON SLDzJOINT DUCTILE IRON PIPE SHALL BE U... . PIP[ FIELD LOCK GASKETS FOR TYTON JOINT POPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN FAST[TE PIPE. THRUST RESTRAINT ON DUCTILE IRON F[TTlNG3 SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERSH AND MECHANICAL JOINT FITTINGS, CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CHECKED BY I THRUST INDEX NO. I- RESTRAINING 403 DESIGNED BY r ,ATE NEEMPT1111111 P. MAINTAINED / ��TT�N ��. ��.` ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ATE D.K" LATERAL ::::jj10A1A7/C IQ� NC CHECKED �Y DETAIL INDEX NC 3/04 R.,r.sd Per UtlWes 205 DATE DESCRIPTION APP DESIGNED BY Clay Brick Masonry 1/2' Cement < Plaster Bottom Of a Corbel 14 Brick 2 ry G~ ,SECTION A-A Crown of drop p shoK match crow n ----- -' concrete 1. Alt to be 3000 �s.i. with Fiber mesh reinforcing. � L o 36" 2. P,V.C. pipe entry requires manhole adapter coupling by Flo Control Inc., or approved water stop coupling, 3. Manholes shalt hove a water proof Bituminous CoQting on the exterior & interior. Koppers bitumQstic black solution 300M, or Proco EP-214. RING - HALF PLAN 23" r h21" uc� Surfue��7 \ | OF outFuK pipe f outfuii pipes of 1()' or (urger. | 6 CITY OF CLEARWATER, FLORIDA GINEERING DEPARTMENT REDRAWN BY 13RICK MASONRY DATE CHECKED By MANHOLE DETAIL INDEX NO. 4/�/02 Re, Notes R.G. W.J.S. SANITARY SEWER 302 DATE DESCRIPTION APP. DESIGNED FY_ ` Pick Hoie / l-1/4^ -� �_/' -~ 5/8^ - Min. 4 Required Non Skid Required ~-- Pattern Cl El n 171 0 Required 171 0 SO[-TD COVER 1 "~ 22-3/4^ -~ o ^~ � ---� | "-_�.__� r�_c-_-/ RING - SECTION nu�mn�w ^�rr��c Minimum Weight 7" 232 (bs. S[][-TT] COVER SECTION 9" 278 ibs ' Minimum Weight 128 (bs. CITY OF CLEARWATER, FLORIDA NOTES ENGINEERING DEPARTMENT L Where roadway buse is 8^ or thicker use 9" ring, REDRAWN BY STREET REPLACEMENT DATE oii other cases 7" ring is permissible. ORIGIWI CHECKED BY FOR UTILITY AND —INDEX NO, 2. Manufacturers model of storm ring and cover to F CGK [I, G.L.B. DRAINAGE CUTS 105 be approved by City Engineer. c�/1k]|T��\/ ��UV�� OCT ��7 �000 SANITARY //`.` . .��_,,�_/` -_. �_ ' ~��° MANHOLE `OVER C17Y OF _--.E° xmm 14 Is. LL 0 F�j wil DO NOT SCALE PRINTS THE DOCUMENTS AND THE (NFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS ATE DATE ISSUE BID PERMIT CONSTR DATE DATE ,PROJECT NOA" DRAWING N O C5^ CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY T TYPICAL VALVE D DATE SETTING I INDEX NO. CROSS-SECTION 4 REV. D DATE D DESCRIPTION A APP. D TYPICAL FTRE HYDRANT S-T TTN n.t.s. Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal TAP AT 450 ANGLE Saddle required on Dri5cOpi[)e 5100 Or Endot/Y(lr`dieY Saddle stainless steel straps shalt �—�- ----�- Blue Jet, SDR 9, 340e Poiy2thyig�)e with epoxy coated ductile iron loOdy. \ \-' Water Main CHLORINATION TA[} DATE DESCRIPTION AM ��_ `�' ' 2^ BuK \/c / Hose B|bb-- CITY OF oLE4RW^JEn FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DATE _CHLORI NATION T INDEX NO. �\ �� CLEANOUT PLUG CHARLOTTE Pipe And Foundry Comp, Part No. 1O6 Or Equal See NOTE For Traffic Bearing Cover. Concrete Pad 8"- Thick x 1'-6" So. FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company :'art No. 101 Or Equal ^=—' _°^"°` ME N.T.S. �\ �� CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT NOTE' Cieunout Plug Cover To Be REDRAWN BY S ANDARD DATE U.C. Foundry 7623 Or Equal. CHECKED CLEAN OUT INDEX NO. ZL� 3/04 Revised Per Utilities R.S.F. W.J.S. 304 APPROVED BY <Sanitary) REV. DATE DESCRIPTION APP, I OF I ' Finish grade to uiion 0.4r min., llY R/W nux. fuK fron property Une to | | buck OF curb. . Minimum 36' Behind Back OF Curb F7, c6eanou | ' � / / | Double-Sweep Tee-, 30°-36" or as � Directed by the City CITY OWNED --- AND MAINTAINED :erv|ce Lateral, HOMEOWNER OWNED AND MAINTAINED ��-�TT[�N �� . ��.. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY D TE F_A 6A CHECKED 6y-- DUMPSTER ENCLOSURE INDEX NO. NOTES 701 ;RIPTION APP. DESIGNED 8. nish To Existing Surface With PC III Asphaltic Concrete Original. Paving Origina't 'Base Thickness of Original + 2' ompacted Base -� 12' Compacted | | BackFitt unuis*urmem Trench Side NOTES z Trench muc*riuem in sr compacted lmyers. Density taken every 300 Pt ` 2 n-.~ °_" ' b~ ,~",/-rpa with Asphaltic Concrete Concretp with prior approval of City Engineer. 3 On longitudinal installation requiring resurfacing full width of pavement, finish base to match existing pavement surface and prime. Then resurface as directed by the City Engineer. / NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE ", ''"r "r "1013^ `"'~' "C""^'''= =C"T"^`^IC"~ `"='C` "=~`O ^`^'T °^^'~" ' '"~"�' ~=^'~ri ^"' BETWEEN PIPE JOINTS SHALL BE BY [DBA IRON SERIES 1500 RESTRAINERS. CITY OF CLEARWATER, FLORIDA PUBLII WORKS ADMINISTRATION ENGINEERING ON ALL r[EI o w[wIMuw OF 5' SHALL BE -- RESTRAINED ON EACH RUN LEG. DO NOT USE OR L = MINIMUM LENGTH TO BE VERTICAL OFFSETS RESTRAINED ON EACH SIDE OF FITTING (ft,) * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30^ BURY DEPTH' 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO poLv WRAPPED PIPE NOT[' THRUST RESTRAINT ON SLDzJOINT DUCTILE IRON PIPE SHALL BE U... . PIP[ FIELD LOCK GASKETS FOR TYTON JOINT POPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN FAST[TE PIPE. THRUST RESTRAINT ON DUCTILE IRON F[TTlNG3 SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERSH AND MECHANICAL JOINT FITTINGS, CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CHECKED BY I THRUST INDEX NO. I- RESTRAINING 403 DESIGNED BY r ,ATE NEEMPT1111111 P. MAINTAINED / ��TT�N ��. ��.` ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ATE D.K" LATERAL ::::jj10A1A7/C IQ� NC CHECKED �Y DETAIL INDEX NC 3/04 R.,r.sd Per UtlWes 205 DATE DESCRIPTION APP DESIGNED BY Clay Brick Masonry 1/2' Cement < Plaster Bottom Of a Corbel 14 Brick 2 ry G~ ,SECTION A-A Crown of drop p shoK match crow n ----- -' concrete 1. Alt to be 3000 �s.i. with Fiber mesh reinforcing. � L o 36" 2. P,V.C. pipe entry requires manhole adapter coupling by Flo Control Inc., or approved water stop coupling, 3. Manholes shalt hove a water proof Bituminous CoQting on the exterior & interior. Koppers bitumQstic black solution 300M, or Proco EP-214. RING - HALF PLAN 23" r h21" uc� Surfue��7 \ | OF outFuK pipe f outfuii pipes of 1()' or (urger. | 6 CITY OF CLEARWATER, FLORIDA GINEERING DEPARTMENT REDRAWN BY 13RICK MASONRY DATE CHECKED By MANHOLE DETAIL INDEX NO. 4/�/02 Re, Notes R.G. W.J.S. SANITARY SEWER 302 DATE DESCRIPTION APP. DESIGNED FY_ ` Pick Hoie / l-1/4^ -� �_/' -~ 5/8^ - Min. 4 Required Non Skid Required ~-- Pattern Cl El n 171 0 Required 171 0 SO[-TD COVER 1 "~ 22-3/4^ -~ o ^~ � ---� | "-_�.__� r�_c-_-/ RING - SECTION nu�mn�w ^�rr��c Minimum Weight 7" 232 (bs. S[][-TT] COVER SECTION 9" 278 ibs ' Minimum Weight 128 (bs. CITY OF CLEARWATER, FLORIDA NOTES ENGINEERING DEPARTMENT L Where roadway buse is 8^ or thicker use 9" ring, REDRAWN BY STREET REPLACEMENT DATE oii other cases 7" ring is permissible. ORIGIWI CHECKED BY FOR UTILITY AND —INDEX NO, 2. Manufacturers model of storm ring and cover to F CGK [I, G.L.B. DRAINAGE CUTS 105 be approved by City Engineer. c�/1k]|T��\/ ��UV�� OCT ��7 �000 SANITARY //`.` . .��_,,�_/` -_. �_ ' ~��° MANHOLE `OVER C17Y OF _--.E° xmm 14 Is. LL 0 F�j wil DO NOT SCALE PRINTS THE DOCUMENTS AND THE (NFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS ATE DATE ISSUE BID PERMIT CONSTR DATE DATE ,PROJECT NOA" DRAWING N O C5^ CITY OWNED --- AND MAINTAINED :erv|ce Lateral, HOMEOWNER OWNED AND MAINTAINED ��-�TT[�N �� . ��.. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY D TE F_A 6A CHECKED 6y-- DUMPSTER ENCLOSURE INDEX NO. NOTES 701 ;RIPTION APP. DESIGNED 8. nish To Existing Surface With PC III Asphaltic Concrete Original. Paving Origina't 'Base Thickness of Original + 2' ompacted Base -� 12' Compacted | | BackFitt unuis*urmem Trench Side NOTES z Trench muc*riuem in sr compacted lmyers. Density taken every 300 Pt ` 2 n-.~ °_" ' b~ ,~",/-rpa with Asphaltic Concrete Concretp with prior approval of City Engineer. 3 On longitudinal installation requiring resurfacing full width of pavement, finish base to match existing pavement surface and prime. Then resurface as directed by the City Engineer. / NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE ", ''"r "r "1013^ `"'~' "C""^'''= =C"T"^`^IC"~ `"='C` "=~`O ^`^'T °^^'~" ' '"~"�' ~=^'~ri ^"' BETWEEN PIPE JOINTS SHALL BE BY [DBA IRON SERIES 1500 RESTRAINERS. CITY OF CLEARWATER, FLORIDA PUBLII WORKS ADMINISTRATION ENGINEERING ON ALL r[EI o w[wIMuw OF 5' SHALL BE -- RESTRAINED ON EACH RUN LEG. DO NOT USE OR L = MINIMUM LENGTH TO BE VERTICAL OFFSETS RESTRAINED ON EACH SIDE OF FITTING (ft,) * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30^ BURY DEPTH' 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO poLv WRAPPED PIPE NOT[' THRUST RESTRAINT ON SLDzJOINT DUCTILE IRON PIPE SHALL BE U... . PIP[ FIELD LOCK GASKETS FOR TYTON JOINT POPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN FAST[TE PIPE. THRUST RESTRAINT ON DUCTILE IRON F[TTlNG3 SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERSH AND MECHANICAL JOINT FITTINGS, CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CHECKED BY I THRUST INDEX NO. I- RESTRAINING 403 DESIGNED BY r ,ATE NEEMPT1111111 P. MAINTAINED / ��TT�N ��. ��.` ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ATE D.K" LATERAL ::::jj10A1A7/C IQ� NC CHECKED �Y DETAIL INDEX NC 3/04 R.,r.sd Per UtlWes 205 DATE DESCRIPTION APP DESIGNED BY Clay Brick Masonry 1/2' Cement < Plaster Bottom Of a Corbel 14 Brick 2 ry G~ ,SECTION A-A Crown of drop p shoK match crow n ----- -' concrete 1. Alt to be 3000 �s.i. with Fiber mesh reinforcing. � L o 36" 2. P,V.C. pipe entry requires manhole adapter coupling by Flo Control Inc., or approved water stop coupling, 3. Manholes shalt hove a water proof Bituminous CoQting on the exterior & interior. Koppers bitumQstic black solution 300M, or Proco EP-214. RING - HALF PLAN 23" r h21" uc� Surfue��7 \ | OF outFuK pipe f outfuii pipes of 1()' or (urger. | 6 CITY OF CLEARWATER, FLORIDA GINEERING DEPARTMENT REDRAWN BY 13RICK MASONRY DATE CHECKED By MANHOLE DETAIL INDEX NO. 4/�/02 Re, Notes R.G. W.J.S. SANITARY SEWER 302 DATE DESCRIPTION APP. DESIGNED FY_ ` Pick Hoie / l-1/4^ -� �_/' -~ 5/8^ - Min. 4 Required Non Skid Required ~-- Pattern Cl El n 171 0 Required 171 0 SO[-TD COVER 1 "~ 22-3/4^ -~ o ^~ � ---� | "-_�.__� r�_c-_-/ RING - SECTION nu�mn�w ^�rr��c Minimum Weight 7" 232 (bs. S[][-TT] COVER SECTION 9" 278 ibs ' Minimum Weight 128 (bs. CITY OF CLEARWATER, FLORIDA NOTES ENGINEERING DEPARTMENT L Where roadway buse is 8^ or thicker use 9" ring, REDRAWN BY STREET REPLACEMENT DATE oii other cases 7" ring is permissible. ORIGIWI CHECKED BY FOR UTILITY AND —INDEX NO, 2. Manufacturers model of storm ring and cover to F CGK [I, G.L.B. DRAINAGE CUTS 105 be approved by City Engineer. c�/1k]|T��\/ ��UV�� OCT ��7 �000 SANITARY //`.` . .��_,,�_/` -_. �_ ' ~��° MANHOLE `OVER C17Y OF _--.E° xmm 14 Is. LL 0 F�j wil DO NOT SCALE PRINTS THE DOCUMENTS AND THE (NFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS ATE DATE ISSUE BID PERMIT CONSTR DATE DATE ,PROJECT NOA" DRAWING N O C5^ 12' Compacted | | BackFitt unuis*urmem Trench Side NOTES z Trench muc*riuem in sr compacted lmyers. Density taken every 300 Pt ` 2 n-.~ °_" ' b~ ,~",/-rpa with Asphaltic Concrete Concretp with prior approval of City Engineer. 3 On longitudinal installation requiring resurfacing full width of pavement, finish base to match existing pavement surface and prime. Then resurface as directed by the City Engineer. / NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE ", ''"r "r "1013^ `"'~' "C""^'''= =C"T"^`^IC"~ `"='C` "=~`O ^`^'T °^^'~" ' '"~"�' ~=^'~ri ^"' BETWEEN PIPE JOINTS SHALL BE BY [DBA IRON SERIES 1500 RESTRAINERS. CITY OF CLEARWATER, FLORIDA PUBLII WORKS ADMINISTRATION ENGINEERING ON ALL r[EI o w[wIMuw OF 5' SHALL BE -- RESTRAINED ON EACH RUN LEG. DO NOT USE OR L = MINIMUM LENGTH TO BE VERTICAL OFFSETS RESTRAINED ON EACH SIDE OF FITTING (ft,) * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30^ BURY DEPTH' 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO poLv WRAPPED PIPE NOT[' THRUST RESTRAINT ON SLDzJOINT DUCTILE IRON PIPE SHALL BE U... . PIP[ FIELD LOCK GASKETS FOR TYTON JOINT POPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN FAST[TE PIPE. THRUST RESTRAINT ON DUCTILE IRON F[TTlNG3 SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERSH AND MECHANICAL JOINT FITTINGS, CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CHECKED BY I THRUST INDEX NO. I- RESTRAINING 403 DESIGNED BY r ,ATE NEEMPT1111111 P. MAINTAINED / ��TT�N ��. ��.` ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ATE D.K" LATERAL ::::jj10A1A7/C IQ� NC CHECKED �Y DETAIL INDEX NC 3/04 R.,r.sd Per UtlWes 205 DATE DESCRIPTION APP DESIGNED BY Clay Brick Masonry 1/2' Cement < Plaster Bottom Of a Corbel 14 Brick 2 ry G~ ,SECTION A-A Crown of drop p shoK match crow n ----- -' concrete 1. Alt to be 3000 �s.i. with Fiber mesh reinforcing. � L o 36" 2. P,V.C. pipe entry requires manhole adapter coupling by Flo Control Inc., or approved water stop coupling, 3. Manholes shalt hove a water proof Bituminous CoQting on the exterior & interior. Koppers bitumQstic black solution 300M, or Proco EP-214. RING - HALF PLAN 23" r h21" uc� Surfue��7 \ | OF outFuK pipe f outfuii pipes of 1()' or (urger. | 6 CITY OF CLEARWATER, FLORIDA GINEERING DEPARTMENT REDRAWN BY 13RICK MASONRY DATE CHECKED By MANHOLE DETAIL INDEX NO. 4/�/02 Re, Notes R.G. W.J.S. SANITARY SEWER 302 DATE DESCRIPTION APP. DESIGNED FY_ ` Pick Hoie / l-1/4^ -� �_/' -~ 5/8^ - Min. 4 Required Non Skid Required ~-- Pattern Cl El n 171 0 Required 171 0 SO[-TD COVER 1 "~ 22-3/4^ -~ o ^~ � ---� | "-_�.__� r�_c-_-/ RING - SECTION nu�mn�w ^�rr��c Minimum Weight 7" 232 (bs. S[][-TT] COVER SECTION 9" 278 ibs ' Minimum Weight 128 (bs. CITY OF CLEARWATER, FLORIDA NOTES ENGINEERING DEPARTMENT L Where roadway buse is 8^ or thicker use 9" ring, REDRAWN BY STREET REPLACEMENT DATE oii other cases 7" ring is permissible. ORIGIWI CHECKED BY FOR UTILITY AND —INDEX NO, 2. Manufacturers model of storm ring and cover to F CGK [I, G.L.B. DRAINAGE CUTS 105 be approved by City Engineer. c�/1k]|T��\/ ��UV�� OCT ��7 �000 SANITARY //`.` . .��_,,�_/` -_. �_ ' ~��° MANHOLE `OVER C17Y OF _--.E° xmm 14 Is. LL 0 F�j wil DO NOT SCALE PRINTS THE DOCUMENTS AND THE (NFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS ATE DATE ISSUE BID PERMIT CONSTR DATE DATE ,PROJECT NOA" DRAWING N O C5^ 5/8^ - Min. 4 Required Non Skid Required ~-- Pattern Cl El n 171 0 Required 171 0 SO[-TD COVER 1 "~ 22-3/4^ -~ o ^~ � ---� | "-_�.__� r�_c-_-/ RING - SECTION nu�mn�w ^�rr��c Minimum Weight 7" 232 (bs. S[][-TT] COVER SECTION 9" 278 ibs ' Minimum Weight 128 (bs. CITY OF CLEARWATER, FLORIDA NOTES ENGINEERING DEPARTMENT L Where roadway buse is 8^ or thicker use 9" ring, REDRAWN BY STREET REPLACEMENT DATE oii other cases 7" ring is permissible. ORIGIWI CHECKED BY FOR UTILITY AND —INDEX NO, 2. Manufacturers model of storm ring and cover to F CGK [I, G.L.B. DRAINAGE CUTS 105 be approved by City Engineer. c�/1k]|T��\/ ��UV�� OCT ��7 �000 SANITARY //`.` . .��_,,�_/` -_. �_ ' ~��° MANHOLE `OVER C17Y OF _--.E° xmm 14 Is. LL 0 F�j wil DO NOT SCALE PRINTS THE DOCUMENTS AND THE (NFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS ATE DATE ISSUE BID PERMIT CONSTR DATE DATE ,PROJECT NOA" DRAWING N O C5^ RING - SECTION nu�mn�w ^�rr��c Minimum Weight 7" 232 (bs. S[][-TT] COVER SECTION 9" 278 ibs ' Minimum Weight 128 (bs. CITY OF CLEARWATER, FLORIDA NOTES ENGINEERING DEPARTMENT L Where roadway buse is 8^ or thicker use 9" ring, REDRAWN BY STREET REPLACEMENT DATE oii other cases 7" ring is permissible. ORIGIWI CHECKED BY FOR UTILITY AND —INDEX NO, 2. Manufacturers model of storm ring and cover to F CGK [I, G.L.B. DRAINAGE CUTS 105 be approved by City Engineer. c�/1k]|T��\/ ��UV�� OCT ��7 �000 SANITARY //`.` . .��_,,�_/` -_. �_ ' ~��° MANHOLE `OVER C17Y OF _--.E° xmm 14 Is. LL 0 F�j wil DO NOT SCALE PRINTS THE DOCUMENTS AND THE (NFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS ATE DATE ISSUE BID PERMIT CONSTR DATE DATE ,PROJECT NOA" DRAWING N O C5^ DO NOT SCALE PRINTS THE DOCUMENTS AND THE (NFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS ATE DATE ISSUE BID PERMIT CONSTR DATE DATE ,PROJECT NOA" DRAWING N O C5^ PIL 11, SECTIONA-A MEET EX) POND #20 30 T. • POND NON TRAFFIC GRATE ELEV. 72.50 8" MASONRY OR APPROVED R.C. GREASE SKIMMER PREFAB (SEE DETAIL) BOTTOM OF SLOT ELEV 70.57 JO RCP INV. ELEV 65.09 EX. TO REMAIN 6" 3 'x3 'x4 "THICK CONC SLAB EL. 69.50 ------------- 5" UO INV. 67.7 I Z L ----- In BOT OF POND SECTION D-lo' POND #30 EX. CONTROL STRUCTURE TO BE MODIFIED POND # 20 N.T.S. SOD STEM NEW BLDG, WALL 4' FL. EL. 79.0 CONC. WALK WEIR ELEV OD NEW 5' 4 CONC. WALK WHEEL STOP SOD NEW BLDG. TOP OF BANK \ NEW ASPHA L T 20' FL. EL. 82.0 117 1 1 1 1 1-7 810 _c- 80.0 L/ N. T. S. NON TRAFFIC GRATE ELEV 77,50 8" MASONRY OR APPROVED R.C. GREASE SKIMMER PREFAB (SEE DETAIL) BOTTOM OF SLOT ELEV 76.33 4 io RCP INV. ELEV 72.18 6" _777,p 3'x3 x4 "THICK CONC SLAB EL. 75.00 -------------- MODIFIED TYPE r7 mrwuc CO NTROLL Slm rl% - TURE ellltl POND # ou N.T.S. 7 r"P, BEGIN BANK EDGE (Typ) 6 " THI, J000 Pouvz CONC. m 5' -7" A777= 8" MASONRY OR APPROVED R.C. PREFAB —\ 3 'x3 'x4 "THICK `7;,L7- _j CONC SLAB Lill, EL. 80.00 t --------------- — NON TRAFFIC GRATE ELEV. 82.50 GREASE SKIMMER (SEE DETAIL) BOTTOM OF SLOT ELEV 81.83 — 24 " RCP INV ELEV. 75.0 6 MODIFIED TYPE N.T.S. TOP OF SKIMMER ELEV 82.50 H2" so" 12" ------ I L WEIR CREST 81-8J ELEV. j__ 1 I _ \64" V, GREASE BAFFLE TO BE 114" THICK ALUMINUM w/STAINLESS STEEL ANCHORS \—BOTTOM OF SKIMMER ELEV. 81.50 SOD NEW 5' EX. CURB TOP EL. 83.0 VONC. WALK ------ 7`_ L MEET SECTION F-F EX. GRADE POND #35 N. T. S. ONI M =I_r"% ,e STRUCTUREDETAIL *nj-- POND # 00 N.T.S. 6" UD INV 75.00 OF FOOTER El. 74.00 WEIR C, ELEV , / V. U/ C! 1 14,11, T& GREASE-RAFFLEDETA/L (TWO SIDES) POND #10 "Of'! N.T.S. TOP OF SKIMMER ELEV. 79.50 2 14 1 L ----- \,97" \--BOTTOM OF SKIMMER DO NOT SCALE PRINTS THE DOCUMENTS AND THE INFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS N0. DESCRIPTION DATE] 51 _-C iTl DATE ISSUED 05/30/06 BID PERMIT CON STR DATE DATE PROJECT NO.' 0632 DRAWING NO. C5,9 3 L A i. Y. DO NOT SCALE PRINTS THE DOCUMENTS AND THE INFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS N0. DESCRIPTION DATE] 51 _-C iTl DATE ISSUED 05/30/06 BID PERMIT CON STR DATE DATE PROJECT NO.' 0632 DRAWING NO. C5,9 3 L A i. ■ DO NOT SCALE PRINTS THE DOCUMENTS AND THE INFOR- MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL CONCEPTS INC. UNAUTHORIZED RE- PRODUCTION AND/OR REUSE MAY BE PROSECUTED IN ACCORDANCE WITH THE APPROPRIATE COPYRIGHT AND PATENT LAWS REVISIONS N0. DESCRIPTION DATE] 51 _-C iTl DATE ISSUED 05/30/06 BID PERMIT CON STR DATE DATE PROJECT NO.' 0632 DRAWING NO. C5,9 3 S89*42 36 E (D) C L E A RVAT R [-jT!LI'FY 630.00' D X ..... . . ... ... AS '!VT 30 00 (D) PFLArT PA1,Tv1,1:,' 0 F-51♦ FA14f; SUN; eOe i In U17M 0 1,.-,.! . ...... - ggmi N. 1br) i3cfx w/ Km FIIEC� (30X 1)1-1 LF ii Plq ♦ F VILLA 3 1, � � i ♦ on FZT? qx. ' ® ♦ Ive ram 111-10JEWIFT-T #-- M-A 4 w S 4 EWA or r 1. la Aria A-2 2 Vr Qq Q WETLAAD AREA #2 % ti Li 4 0.057AC % v11 A YOVr F ro INV c I YUJ\"i Lv STORY PASONRY cc 1 57ORY 0-01 FT m 5 "o 'IASO."Ry R L L.11 C 2 L L.11 tir OCUME "'0 t t h r.. 0 0 A/C 8 L. 0 \ I W-4 YM S11�6PLEX 4 N5-7-; V I 0 f;V, V 'W" I P VC i A'L -ki RIO- 0 !A, V �Vr- fh' PVC.I so� 90 N, T) 1"9 �N'te 1'2"'�s' - &41 d a 3c 4 MP\ �E tl "ge Z' ij V)r4 PON'D Ice, 0 0 r oz SIXPLEX 3 ❑ EX 2S' \ .,I I f HA T02 rTg .wo C 1 72 ilic 0 o ❑ 1 FIN W r4l f'0PfC'I'Tj1?T.,' :7 22 SIXPLEX2 z Is FC-21 j >j q _T h 1,,','I-'-e,64,.) z �A • ,j 'E "1 1 0 A 7, Dz �,, E- T' 7 DO NOT SCALE PRINTS THE DOCUMENTS AND THE INFOR- 7�% 20 P MATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF ARCHITECTURAL F91 IL CO CEPS C. 0 ZED E- 4v PRODUCTION AND /OR REUSE MAY BE 71 PROSECUTED IN ACCORDANCE WITH 7R AIM,"71,76r 4" f-v THE APPROPRIATE COPYRIGHT AND c)- 79.)4 J A PATENT LAWS nno r? 1 o --r'9V'V"v= ""�iq' DC 4-j % lC o 2� A • & REVISIONS nn 1. jrr) 1 N 0. T- DESCRIPTION t "AlIN, 1A. DATEI A ORIGIN& 0 1-07/25/08 ilog A' cn -04mj-p M M I T% ? -1007 ov t O'. OCT 2 2006 A A 14 PLANNING DEPARTMENT Cfly OF CLEARWATER lw 4Ne -f IKY 1 7" War it, 0) 1. F 15.f r,9,4;3 A DATE ISSUED 06/30/06 BID PERMIT CON STR DATE DATE PROJECT NO. 0632 DRAWING NO. L I I SCALE: I"=50' 50 0 25 100 11 50 fi rlr i It • C) z �O UJI WNW, LU 0- X rr- LL w 00"i F— SCALE: I"=50' 50 0 25 100 11 50 fi i It • C) z �O UJI WNW, LU 0- X rr- LL w 00"i F— wm C) Qu=j w ci App, uj cl-_ < 39: 0 i. < cr- 0 cr- SCALE: I"=50' 50 0 25 100 11 50 fi ILL • C) z �O UJI LU 0- X rr- LL w 00"i F— wm C) Qu=j w ci App, uj cl-_ < 39: 0 i. < cr- 0 cr- LL w w SCALE: I"=50' 50 0 25 100 11 50 fi