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FLD2005-03028? i ORIGINAL FLD2005-03028 2077 E PALMETTO ST Date Received: 03/31/2005 COACHMAN RESERVE ZONING DISTRICT: MHDR LAND USE: RM ATLAS PAGE: 280B PLANNER OF RECORD: MTP RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWER CLWCoverSheet U Planninfartment 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 including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ Robert B. Boos - Boos Develo- * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL FLEXIBLE DEVELOPMENT APPLICATION (Revised 2/02/2004) PLEASE TYPE OR PRINT- - A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Boos Florida Development, LLC - c/o Boos Development Group, Inc. MAILINGADDRESS: 2651 McCormick Drive - Clearwater, Florida 33759 PHONE NUMBER: 727-669-2900 FAX NUMBER: 727-669-2915 PROPERTY OWNER(S): E #: D E RECEIVED: 4W RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: Inc'. (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) MAY 12 2005 David Morse AGENT NAME: MAILING ADDRESS: 2651 McCormick Drive Clearwater Florida 33759 PLANNING DEPARIMENT 727-669-2900 FAX NUMBER: 727-669-2915 CLEAR-WATER PHONE NUMBER: CELL NUMBER: E-MAILADDRESS: dmorse@boosdevelopment.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: LEGAL DESCRIPTION: See Boundary Survey. Of not listed here, please note the location of this document in the submittal) PARCEL NUMBER: 12291.5701 824000501 r1 2241 57n1 874nDO5oo, 1 2741 57(11 R74nnnqun, 1 2291 5701 824001 200 PARCEL SIZE: 29.82 Acres, 1,299,329 square feet (acres, square feet) PROPOSED USE(S) AND SIZE(S): 138 Multi-Family Dwelling Units (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Construction of 6' Max. wall within front setback. Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking-spaces I specific use: etc.) Requesting deviation from min wall height requirement within front setback of Palmetto Street, in accordance with Sec. 3-804, Community Development Code. Page 1 of 6 - Flexible Development Application- City of Clearwater 0 : 0 ORIGINAL DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _X_ (if yes; attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ? Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. 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. The proposed development is in harmony with the scale of the existing neighborhood. The projects dwellings are smaller in scale than the industrial buildings to the north. Also, the number of units is approximately one half the amount allowed by code. The dwellings are situated on the northern portion of the site away from the lower density homes to the south. Furthermore, the dwellings are screened from the south and southwest b) a wetland buffer. 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. The proposed gated development of high end condominiums will enhance the value of the surrounding properties by upgrading the visual character of the site and neighborhood. Many of the site's natural features, which give character to the neighborhood, will be retained. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The development of this property will eliminate the transient camps, trash dumps, and unsightly dwellings that presently exist on the property. This development presents no health issues. 4. The proposed development is designed to minimize traffic congestion. . The proposed development minimizes traffic congestions by the use of two access points and a turn lane on Palmetto Street. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development maintains consistency in use with the condomiums located to its west. However, this project offers an enhancement with regard to architectural design and landscaping. Similar to the church to the east, this project provides great expanses of open space. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts - -- on adjacent properties. The proposed project minimizes any potential adverse affects through architecture, fencing, building orientation, and landscaping. Also, the native tree stands and proposed walls will help to buffer this site from its neighbors. RECEIVED MAY 12 2005 Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning Districtevvw requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: VIA' See Exhibit X - (Attached) Page 2 of 6 - Flexible Development Application 2005- City of Clearwater r E. 'STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) I C] STORMWATER PLAN including the following requirements: Existing topography extending 50 feet beyond all property lines; OR Git ? , ' L 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; _ Stormwater calculations for attenuation and water quality; Signature of Florida registered Professional Engineer on all plans and calculations ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS; if applicable F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.4) ? 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; ? LOCATION MAP OF THE PROPERTY; ? 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; ? 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 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ? SITE PLAN with the following information (not to exceed 24"x 36"): ???'?? All dimensions; _ North arrow; _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; MAY 12 2005 Index sheet referencing individual sheets included in package; - Footprint and size of all EXISTING buildings and structures; - Footprint and size of all PROPOSED buildings and structures; Q/J1 NIW DEPARTMENT - All required setbacks; All existing and proposed points of access; C11 Y OF CLEARMIER-- •___ All required sight triangles; _ Identification of 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; Location of all street rights-of-way within and adjacent to the site; - Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and 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: Land area in square feet and acres; Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; Gross floor area devoted to each use; Page 3 of 6 - Flexible Development Application- City of Clearwater Parking spaces: total number, pr, d in tabular form with the number of required s; a Total paved area, including all pay parking spaces and driveways, expressed in squa et and percentage of the paved vehicular area; _ Size and species of all landscape material; _ Official records book and page numbers of all existing utility easement; I = Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8 % X 11) and color rendering if possible; FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: [3 ORIGINAL _ 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; _ Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); _ Streets and drives (dimensioned); Building and structural setbacks (dimensioned); _ Structural overhangs; Tree Inventory; prepared by a "certified arborist" of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; _ Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles', _ Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on required tree survey); _ Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); _ Irrigation notes. L3 RECEIVED REDUCED LANDSCAPE PLAN to scale (8 '/s X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); 12 ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. AYDUJ I.. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) PLANNING C / DEPA? EW Required in the event the application includes a development where design standards are in issue (e.g. Tourist ag "D'oOlou prLEAMW rt of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ? BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 '/ X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? 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, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. Page 4 of 6 - Flexible Development Application- City of Clearwater K.' TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in _this ap?licatioo - or representative STATE OF FLORIDA, COUNTY OF PINELLAS -?? Sworn to and subscribed before me this a E day of ak,V G _ A.D. 200-S to me and/or by produced as iden?tifcation. /, 1/? D Notary public, LAURIE E. MALIGN My commission expires: OR', GINAL LAURIE E. MALKIN MY COMMISSION # DD 342864 EXPIRES: August 25, 2008 Bonded Thru Notary Public Underwriters I PEAR 3 1 2005 i FLAi@,%'i P ?v r JL L, ? Cl??r C?= CCC fi?'J'?Ir1I ; ' W Page 5 of 6 - Flexible Development Application- City of Clearwater 0 0 AFFIDAVIT TO AUTHORIZE AGENT: Boos Developrnerd Group, Inc., a Florida Corporation (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): See Exhibit •A• attached hereto and incorporated herein 2. That this property constitutes the property for which a request for a: (describe request) Annexation into the City of Clearwater 3. That the undersigned (has/have) appointed and (doesido) appoint: David Morse, Boos Development Group, Robin Kendall, EMK Consultants of Florida and Harry S. Cline, Esq., Macfarlane, Ferguson & McMullen as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. 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; 6. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. oos Development Group, Inc. 'Property CWher - bert B. Boos Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duty commissioned by the laws of the State of Florida, on this 30th day of March 2005 personally appeared Robert B. Boos who having been first duly swom Deposes and says that he/she ful uAgmta he contents of the affidavit that he/she signed. '-^y :L"LAURIEE. MALKIN OMMISSION # DD 342864 Notary Public My Commission Expires: ZPIRES: Augus125, 2008 ? /? n p Thru Notary Public Underwriters LAURIE E. LAN ORIGINAL S 0anrring Dap.-mm Wppllcavorr Formsldevelopment reviewifAex/ble development application 2005. doe MAR 3 1 2005 Page 6 of 6 - Flexible Development Application 2005- City of Clearwater" ??( Cl Ari`d ' ORIGINAL . i Parcel I: Lot 12 in the. Southeast 114 of Section 12, Township 29 South, Range 15 East, according to the map of Pinellas Groves Subdivision, as recorded in Plat Book 3, Page 15, of the Public Records of Pinellas County, Florida. Parcel II: West 112 feet of Lot 5 in the Northwest 114 of the Southeast 1/4 of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the plat of Pinellas Groves recorded in Plat Book 3, Page. 15, of the Public Records of Pinellas county, Fiarlda. Parcel III: Lots 3, 4,13 and 14 in the SE 114 of sedian 12, Township 29 South, Range 15 East, according to the Plat of Pinellas Groves as recorded in Plat Hook 3, Page 15 of the Public Records of Pinellas County, Florida. Parcel N: Lot 5, L.6S the West 112 feet thereof, In the Southeast 114 of Section 12, Township 29 South, Range 15 East,. according to the Plat of Pinellas Groves as recorded in Plat Book 3,.Page .15 of the Public Records of Pinellas County, Florida. RECEIVED MAY 12 1005...... PLANNING DEPARTMENT dN OF CLFARWAIER EXHIBIT 0 0 ORIGINAL EXHIBIT X Section 3-804. Setback and height requirements. The following setback and height requirements shall apply to all fences, except chain link fences. A. Front setback. Walls and fences located in front of a principal structure shall be permitted to a maximum height of 36 inches with the following exceptions: 1. In the MDR and MHDR zoning districts, brick or other masonry walls or walls with masonry columns linked by substantial grill work shall be permitted to a maximum height of six feet in a required front setback area as a Level Two (flexible development) approval. Such walls shall be architecturally compatible with the principal structure on the property and compatible with the surrounding properties. The proposed wall will be architecturally compatible with the proposed structures. The wall will be constructed of masonry materials with columns and grill work meeting the requirements of the city. 2. In the HDR, MHP, C, T, D, O, I, IRT, OSR, and P zoning districts, brick or other masonry walls or walls with masonry columns linked by substantial grill work shall be permitted to a maximum height of six feet in a required front setback. The wall will be constructed of masonry materials with columns and grill work meeting the requirements of the city. The maximum height of the wall will be six feet. 3. Landscaping requirements. Any fence or wall that exceeds three feet in height and is located within any required structural setback adjacent to a public right-of-way shall provide a three feet wide landscaped strip on the street side of the fence. The wall will be offset three feet from the right of way line in order to provide the required landscape strip. RECEVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER MmConsultants of e n g i n e e r s May 12, 2005 s u r v e y o r s Mr. Mark Perry City of Clearwater 100 South Myrtle Avenue Clearwater, Florida 33758 ORIGIN& • Florida, Ince l a n d p l a n n e r s RECEVED MAY 12 2005 PLANNING DEPARTMENT C(fYOF CLEARWATER Re: Flexible Development Application for Coachman Reserve FLD2005-03028 EMK Project No. 30958.01 Dear Mr. Perry: We are in receipt of Staff s comments for the above referenced project and herewith resubmit revised plans for approval by the Community Development Board. Enclosed are the following documents: 1. Fifteen copies of the Flexible Development Application. 2. Fifteen copies of the Boundary and Tree Survey. 3. Fifteen copies of the building elevations. 4. Fifteen copies of the floor plans. 5. Fifteen copies of building elevations, including color of fronts. 6. Fifteen copies of reduced floor plans. 7. Fifteen sets of site construction plans, including landscape, irrigation and 8. hardscape plans. 9. One copy of drainage calculation. 10. Fifteen copies of Drainage Narrative. 11. Fifteen copies of Traffic Impact Study. 12. Fifteen copies of property deeds. 13. One copy of existing tree inventory list. 14. Correspondence with SWFWMD. The following are responses to Staff s comments: Engineering - Steve Doherty 1. The developer intends to provide payment in lieu of construction for the sidewalk on Marilyn Street. 2. "Clearwater FL" has been deleted from the manhole lids. 7815 North Dale Mabry Highway, Suite 200 ¦ Tampa, FL 33614 a 813.931.8900 fax 813.931.5848 o on the web: www.emkfia.com a e-mail: emk@emkfla.com ft 0 0 Mr. Mark Perry City of Clearwater May 12, 2005 Page Two Prior to Building Permit: RECEVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL 1. Easements will be dedicated to the City, over the water mains and fire hydrants. 2. See Utility Plan (Sheet C-8) for manhole connection specifications. 3. See Utility Plan (Sheet C-8) for coating of existing sanitary sewer manhole. 4. All easements, as required for the development, will be recorded for public record. 5. We will submit for right of way use permits at time of construction plan submittal. 6. We will provide copy of the right of way use permit from Pinellas County for improvements within Palmetto, upon receipt. 7. Refer to Sheet C-9, which referenced F.D.O.T. Std. Index for M.O.T. this reference was sufficient per conversation with Steve D. 8. We will provide copy of the D.E.P. permit upon receipt. 9. No response required. Environmental - Heather Faessler 1. We have relocated the toe of slope of the proposed Pond `D' westerly to maintain minimum 15' from the existing wetland. 2. We have indicated the building maintenance area on Sheet C-3 and Sheet C-5. 3. We have shown stairs from proposed buildings parallel to the wetland. Fire Department - Downes Blackburn 1. All buildings are two story. 2. All proposed drainage covers/grates shall meet HS-20 specifications to support Fire Department and emergency vehicles (80,000 lbs.). 3. Pavers within roadways shall be designed to support Fire Department and emergency vehicles weights of 80,000 lbs. 4. Proposed roadways are 24 feet. 5. Minimum width of pavement at entry points and at round about is 20 feet, and a vertical clearance of 14 feet. 6. Proposed radi within the site are 28 feet, with the exception of round about/parking, where radi is 25 feet. 7. We will provide gate type lock box for the Fire Department and emergency vehicle access. 0 ORIGINAL Mr. Mark Perry City of Clearwater May 12, 2005 Page Two " DECE?VFD Landscpe Arden Dittmer Arden has no issues. MAY 12 2005 Land Resource - Rick Albee "NING DEPAMMEW See responses prepared by Landscape Architects, enclosed. CRY OF CLE4RWATER Parks & Recreation It is understood that open space and recreation impact fees are due prior to issuance of building permits. Stormwater - Elliot Shoborg 1. We have revised the tailwater elevation. 2. See revised drainage calculation. The construction plan elevations are based on NAVD '88 to obtain NGVD '29. Add 0.86'. Traffic Engineering - Bennett Elbo 1. Driveway width behind parking at the clubhouse is 24 feet. 2. See Sheet C-3 for directional signage at the roundabout. 3. See Sheet C-3 and C-4 for site visibility triangles. 4. Driveway radi will meet Fire Department requirements. 5. Roadway widths meet Fire Department requirements. 6. Pedestrian gate will be designed to accommodate disabled patrons. 7. The gate console is 50 feet from the edge of the sidewalk on Palmetto. Zoning - Mike Reynolds Mary Perry) ?l a Standard call box. Site visibility triangles are shown on Sheet C-3 and C-4. X37 The roof height is shown on Sheet C-1. The density computation is shown on Sheet C-1. --5.--'!> An existing conditions/demolition plan has been added. <? ?. The application is complete. 71 Refer to Flexible Development Application. ?8:,, Refer to hardscape plan for property wall location (Sheet H-7). `"91 Refer to Sheet C-1 for pending annexation and zoning case numbers. X10 Refer to Sheet C-1 for maximum building heights and proposed parking ratio. Mr. Mark Perry City of Clearwater May 12, 2005 Page Two 0 ORIGit"'-'AL 11. Refer to Sheet C-1 for annexation and rezoning case numbers. 12. See response No. 8. 13. Existing conditions plan has been added. 14. Amenity labels have been added. 15. Not required. 16. A bicycle rack has been added near the clubhouse. 17. The clubhouse has been labeled. 18. the parking spaces are typical 9' x 19'. 19. See Sheet C-3 and C-4 for proposed building setbacks and landscape buffers. 20. See Sheet C-3 and C-4 for landscape buffers. 21. The Comprehensive Landscape Plan application was previously deemed not necessary by Staff. Should you have any questions or require additional information, please call me. Sincerely, EMK Consultants of Florida, Inc. V?k?' V? V Robin Kendall Project Manager cc: David Morse, Boos Parker Hirons, Pulte RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLFARWATER AL 0 ANDERSON LESNIAK LIMITED, INC. RESPONSE TO CITY COMMENTS: DATE: LANDSCAPE ARCHITECTURE: Coachman Reserve, Project Number - FLD2005- 03028 May 12, 2004 Brian Goe - Anderson Lesniak Limited, Inc. ORIGINAL RESPONSE. The following is a response to the Landscape Comments: 1) 04/27/2005 will comply. The following is a response to the land Resource Condition Comments: 1) 04/27/2005 will comply (See sheet 114). 2) 04/26/2004 will comply (See sheet H4). 3) 04/26/2005 yard drain system is necessary. 4) 04/26/2005 will comply (see sheet L1). 5) 04/26/2005 will comply (see sheet Ll and L2). 6) 04/26/2005 will comply (see sheet Ll and 12). 7) 04/26/2005 will comply (see tree inventory). 8) 04/26/2005 revised tree location (see Ll and tree inventory). 9) 04/26/2005 preserved trees and their canopies shown on Ll and L2. 10) 04/26/2005 will comply (see 1-6, L7 and L8) 11) 04/26/2005 will comply (see Ll and 1-2) SUBMITTED BY: Brian Goe RECEIVED MAY 12 2005 PLANNING DEPARTMEW CnYOF CLEARWATER MEMBERS OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS Consultants of e n g i n e e r s s u r v e y o r s March 31, 2005 Mr. Wayne Wells, AICP City of Clearwater 100 S. Myrtle Avenue Clearwater, Florida 33758 Re: Flexible Development Application for Coachman Reserve EMK Project No. 30958.00 Dear Mr. Wells: The Boos Development Group, Inc. is in the process of annexing approximately 29.82 acres into the City of Clearwater, Florida. Concurrent with the annexation, land use change and rezoning (submitted separately), we are submitting the Flexible Development Application for review and approval. The purpose of this application is for the construction of a perimeter wall greater than 36 inches within the front setback line of Palmetto Street. Reference Article 3, Section 3-804 of the Community Development Code. The following documents are enclosed for your review/distribution. 1. Application fee in the amount of $1,205.00. 2. Flexible development application (one original and fourteen copies). 3. Fifteen copies of the Boundary Survey & Tree Survey. 4. Fifteen copies of building elevations. 5. Fifteen copies of floor plans for both buildings. 6. Fifteen reduced copies of building elevations, including color of fronts. 7. Fifteen reduced copies of floor plans. 8. Fifteen sets of site construction plans including landscape, irrigation and hardscape plans. 9. Three copies of drainage calculations. 10. Fifteen copies of traffic impact study. 11. Fifteen copies of property deeds. 12. One copy of existing tree inventory. 13. Correspondence from SWFWMD. We will be making our formal submittal to SWFMWD on or about April 8, 2005. Should you have any questions or require additional information, please call me. Sincerely, EMK Consultants of Florida, Inc. 4AU ? V L d Robin Kendall Project Manager 0 Florida, Inc. l a n d p l a n n e r s ORIGNIl cc: David Morse, Boos Development Group Parker Hiron, Pulte Homes 7815 North Dale Mabry Highway, Suite 200 ¦ Tampa, FL 33614 ¦ 813.931.8900 fax 813.931.5848 ¦ on the web: www.emkfla.com ¦ e-mail: emk@emkfla.com J- ORIGINAL o RECEVED MAY 12 2005 PUMING DEPARTMENT CflYOFCLEARWAIER PAINT AND FINISH SCHEDULE/ KEY run mm w arui m x / no. m as xm mm nu[ not ;'.'?;.^-:<. mr mm swo not q[ WH 1H8dYi0 9 Wni.O? . Omip Y4H aIR IHOfnPK ?k mmi wlnH l'1. YilW?9lN?mm DFN01E5 fPENWG DESICr7 X. PRESAIRES IN PSF. POOL CABANA - LEFT ELEVATION x ile.r-e POOL CABANA - FRONT ELEVATION Vf.r-r an®.amr am ie. m u. r nrx POOL CABANA - REAR ELEVATION f V!•r-r ORIGINAL RECEVED MAY 12 2005 E 4 _ RPOINGDEPARNEW COY OF CLEARWATER ' , g $ 3 t ++ # r .r c?oC l.; dJY'?S? - 7 ? 1: s. ? ay t J _ to . ORIGINAL RECHVED MAY 12 2005 KAMI 9G DEPARTMENT CRY OF CLEARWATER o , o o • 0 0 0 , ? 1W rw FRONT ELEVATION - 8 UNIT BUILDING 1 0 ?\ ? D O 1 ? 'lap! V I 1 ? I . R loll SIDE ELEVATIONS - 8 UNIT BUILDING ? r, KEY TO YA7ERI11?5 ? \_r,?_ -,00 re rs 0 0 =? rW a] ;ra '? n .[m naiis ID a? a i 0 a a ? au.N...oa.s L. o µ [ 1 Y REAR ELEVATION - 8 UNIT BUILDING i s ORIGINAL • 6UILONG AREA GeULATONS GROUND FLOOR: SECOND FLOOR: caKUn pn. meao da. - - u RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWAIER o? w -? a z os ow z w ma a Z Q H mF O m° Z0 rT 0 as IL -j ? w w a x w w x 6 `n o: a ? C-1 x U a ? ccc"J U a are a-u-m 8-UNIT 2005-01 ,DDI-e Lx? salt A001 d FIRST FLOOR PLAN - 8 UNITS SECOND FLOOR PLAN - 8 UNITS ORIGINAL RECHVED MAY 12 2005 F"ING DEPARTMENT CW OF CLEARWATER i ?- _ o' =? v 0 10 i a '' . .. s 1. =A6 ORIGINAL • RECEIVEV MAY 12 2005 ID r © ? Q' ?N PLANNING DEPART?NENT ID CCTV OF CIEAltMER i a a SIDE ELEVATIONS - 6 UNIT BUILDING 1 7 1 B US FRONT ELEVATION - 6 UNIT BUILDING KEY TO MATERIALS ?' sc?cim'n ?>,Rm a room occ r.? ea o?ui?:m?= o?,ua '? ?n?i 'raw .aia?=• ?•u .[,.u wuz om.. r..ren o ..,re . o "?? :...re ore 13 ED REAR ELEVATION - 6 UNIT BUILDING 0 cn o u1 W Z aka, ° 09 vi rn =cV w 41 z a a z H aa, F 04 V Z W ?. W cil .'1. W W 0.' 6 ? ? d U U Q I M U ac =« 2005-014 -, - A201 QL- ORIGINAL RECEIVE MAY 12 2005 KNONG c1lY Of ( • BUILDING AREA TABULATIONS LROUNO FLOWt: SECOND ROOK: m CC'LKO lxwt FIRST FLOOR PLAN - 6 UNITS SECOND FLOOR PLAN - 6 UNITS s ORIGINAL I I I I I I s (ENTRY 6ATE ELEVATION ane• .1' . a• . HOM W ENTRY 6ATE ELEVATION ="40.01 M .,v pmm" m PERIMETER ALUMINUM FENCE ELEVATION W in" ¦'1 r ap__ ?E?EIVED MAY 12 2005 114G DEPARTMENT CpY OF CLEARWATEP ENTRY ?ATE CENTER FEATURE in• . r a• poww"Um.aw swum "m sm"nom ?M jw"w .?V" IORa 1 N .qA MN. no"" .10= =amp' RI METER STUCCO WALL IPREGAST WALL SYSTEM) • • 4 ENTRY SISN ELEVATION -T !n, - V - o" cow • 1 ? '4i1 _°\i ? {tom ??-?-?'•• .] I r ? ? U u z BLOIL • t. .... ..? 0-1 L • -? = 5 14 O s ? r ` S ? n r aRwa • 1(`7s? ? Y s . i ' _ _ _ maw .a?.aireawww.. • - • • - •_ 1•_'_•i { '"? 2.rs.?..?w ..._ .:. ? ?, ?? X 1 i t(J? RECEIV.ED T MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER RIGINAL • 0 ORIGINAL NARRATIVE Boos Development, in conjunction with The Pulte Home Corporation, is proposing the development of this 29.82 acre condominium project in Clearwater, Florida. The property is located on the south side of Palmetto Street, approximately 1/8 mile west of Belcher Road. The property is located in Section 12, Township 29S, Range 15 East. The project will include 142 condominiums, a clubhouse with swimming pool, and associated site amenities. Access to the site will be from Palmetto Street, a County street, and Marilyn Street, a City of Clearwater street. All construction will be in one phase. PREDEVELOPMENT CONDITIONS Predevelopment discharge is calculated for the entire site using AdICPR, with 9 inches of rainfall (25-year, 24-hour event) and the SCS Type H Florida modified raingal . distribution. The predeveloped site is divided into a north and south basin. The north basin is 9.6 acres in size and drains overland to the north to the ditch in the south right-of-way of Palmetto Street. The south basin is 20.2 acres, inclusive of a large wetland with significant existing storage capacity. The south basin drains to this wetland which then discharges through an existing corrugated metal pipe under the right-of-way of Marilyn Street to an offsite lake to the south. A curve number of 60 is used for the existing conditions which is Woods, Fair Condition, with Myakka sands (use HSG B). See the Appendix to this report for inserts from the SCS Soil Survey and TR-55. The south basin Curve Numbers is weighted using a curve number of 100 for the 13 acre wetland and 60 for the 7.2 acre balance. In accordance with City of Clearwater and SWFWMD requirements, the postdevelopment discharge from the detention facilities based on a 25 year, 24 hour event will be limited to the predevelopment peak discharge from the same event. From page 11 of this report, note that the predevelopment peak discharge is 8.77 cfs for the north basin and 1.98 cfs for the south basin. For the south basin, the 25-year, 24-hour event is attenuated in the existing wetland. The time of concentration for each of the 2 subbasins is calculated using the TR-55 Method as shown on pages 4 and 5 of this report. RECENED MAY 12 2005 PLANNING DEPAW39 omr of jr THIS INSTRUMENT PREPARED BY AND RETURN TO: Bryan J. Stanley, Esquire Bryan J. Stanley, P.A - 114 Tuner Street Clearwater, Florida 33756 • KEN , CLERK OF ORIGINAL PNELBLAS CO NTY FLLORIDART INST;# 2005082757 03/04/2005 at 03:50 PM OFF REC SK: 14155 PG: 2355-2356 DocType:DEED RECORDING: $18.50 D DOC STAMP: $123.20 Parcel Tax ED. Number 12/29/15r/ol82/400/0501 gUIT CLAM DEED TffiS INDENTURE, made this 3h day of rnmc , 2005, between NANCY L. WHITSON, a single woman, whose address is P. 4. Box 1094, Arden, North Carolina 28704, (hereinafter the "Grantor'') and BOOS DEVELOPMENT GROUP, INC., a Florida corporation, whose address is 2651 McCormick Drive, Clearwater, Florida 33759 (hereinafter the "Grantee"): WTTNESSETH, that Grantor, for and in consideration of the sum of Ten Dollars' ($10.00) and other good and valuable consideration, in hand paid by Grantee, the receipt of which is hereby acknowledged, does hereby remise, release and quitclaim unto Grantee and its successors and assigns, forever, all of the right, title, interest, claim and demand which Grantor has in an undivided one-ninth (1/9) interest in and to the following described parcel of land located in the County of Pinellas, State ofFlorida, to-wit: - The West 112 feet of Lot 5 in the Northwest 1/4 of the Southeast 1/a of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the plat of PINELLAS GROVES recorded in Plat Book 3, Page 15, of the Public Records-af Pinellas County, Florida. --- Subject to real estate taxes for the current year and prior years, if anyunpaii .,real estate taxes, if any, zoning, restrictions, easements and other matters of record. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances thereunto belonging or in any way appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of Grantor, either in law or equity, to the proper use, benefit and advantage of Grantee forever. As used herein, the terms "Grantor" and "Grantee" shall include the singular and plural, heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations, partnerships and other entities, wherever the context so admits or requires- [SIGNATURE BEGINS ON FOLLOWING PAGE RECENED Boos/Nancy L_ Whitson Quit Claim Deed - Parcel Tax I.D. Number 12/29/15/701821400/0501-- MAY 12 200 Page One of Two Pages PLANNING DEPARTMENT OILY OF CLEARWATER P 0 IN WHMSS WHEREOF, Grantor has executed these presents the day and year first above written. (Witness SIgT? e)_ Print Mme: Aura i NANCY L. WEaTS ON ??N ? ,odvt (Witness Signa .. jj'e), ?a ORIGINAL Print Name: /'Cz STATE OF NORTH CAROLINA COUNTY OF The foregoing Quit Claim Deed was acknowledged before me this 3 day of me-wj, , 2005 by NANCY L. WMSON, who is [select one]: { } personally known to me; or ( ?Sproduced or nr . Ccfe.(r wg driver's license as identification. Notary Public - (Signature) Print Name: L vet= ?E}2 tr L i /i My Commission Expires: -7_ 2e. 0-7- Boos/Nancy L. Whitson Quit Claim Deed - Pinellas County Florida Parcel Tax LD. Number 12/29/15/70182/400/0501- Page Two of Two Pages RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CL.EARWATER THIS INSTRUMENT PREPARED BY AND RETURN TO: Bryan J. Stanley, Esquire Bryan J. Stanley, P.A. 114 Turner Street Clearwater, Florida 33756 Parcel I.D. No. 12/29/15/70182/400/0300 Parcel I.D. No. 12/ 29/ 15/ 70182/ 400/ 0500 SPECIAL WARRANTY DEED ORIGINAL. r.d THIS IlVDENTURE made this 4 41 'day of November, 2004, by and between CYRUS JOSEPH LOWREY, a single man, ("Grantor"), whose address is 2077 Palmetto Street, Clearwater, Florida 33765, for and in consideration of Ten Dollars ($10.00) and other good and valuable considerations in hand paid, receipt of which is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases and conveys unto BOOS DEVELOPMENT GROUP, INC., a Florida corporation (collectively "Grantee"), whose address is 2651 McCormick Drive, Clearwater, Florida 33759, the following properties: (i) an undivided one-third (1/3) interest in a certain parcel of real property consisting of 19.894 acres m.o.l. located in Pinellas County, Florida (the "Estate Parcel"), and (ii) fee simple title in a certain parcel of real property consisting of 3.27 acres m.o.l. located in Pinellas County, Florida (the "3.27 Acre Parcel"), which properties are more particularly described Exhibit "A" attached hereto and made a part hereof, together with all improvements therein, if any, ("the Property"). 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. TO HAVE AND TO HOLD the same in fee simple forever. And the Grantor does hereby covenant that, except for the matters set forth on Exhibit "B" attached hereto and made a part hereof, Grantor does fully warrant the title to the above described real estate so hereby conveyed and wili defend the same against the lawful claims, arising out of events occurring prior to the recording of this Deed, of all persons claiming by, through or under the Grantor, but against none other. RRICMWED MAY 12 2005 • KARLEEN F. DE BLAKER, CLERK OF COURT PINEL.LAS COUNTY FLORIDA INST# 2004459023 1112312004 at 05.14 Pall OFF REC SK: 13961 PG: 1126-1129 DocType:DEED RECORDING: $35.50 D DOC STAMP: $6732.50 Boos/Cyrus Joseph Lowrey/Special Warranty Deed PLANNING DEPARTMENT CITY OF CLEARWATER • • WITNESS WHEREOF, the Grantor aforesaid has set its hand and seal as of the Day of November, 2004. CYRUS JOSEPH LOWREY ORIGINAL STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 4??day of November, 2004, by CYRUS JOSEPH LOWREY. He is [select one:] ( >personally known tome; or ( } produced a drivers license as identification. p....... .................. L A J. SANTC=nw O?f7 g7rAMN phis Bonded ttru Florida Nft AML. kW My Comn-dssion Expires: RECEIVED MAY 12 2005 PLANNING DEPARTMENT CIN OF CLEARWATER Boos/Cyrus Joseph Lowrey/Special Warranty Deed 7 Signed, sealed and delivered in our r?racanra• E?CEiIB TT „A„ THE PROPERTY ORIGINAL = ESTATE PARCEL Undivided one-third (1/3) interest in Lots 3, 4, 13 and 14 in the Southeast 1/4 of Section 12, Township 29 Soutli, Range 15 East, Pinellas County, Florida, according to the Plat of PINELLAS GROVES, recorded in Plat Book 3, Page 15, of the Public Records of Pinellas County, Florida. 3.27 ACRE PARCEL Lot 5 in the Northwest 1/4 of the Southeast 1/4 of Section 12, Townslup 29 South, Range 15 East, Pinellas County, Florida, according to the Plat of PINELLAS GROVES, recorded in Plat Book 3, page 15, of the Public Records of Pinellas County, Florida, less and except the west 112 feet thereof. RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Boos/Cyrus Joseph Lowrey/5pecial Warranty Deed 3 0 0 EX Mrr'B" PERMITTED EXCEPTIONS ORIGINAL 1. The lien of the taxes for the year 2005 and all subsequent years, which are not yet due and payable. 2. Provisioris- of the Plat of Map of a Portion of Pinellas Groves Property, Inc., recorded in Plat Book 3, Page 15 of the Public Records of Pinellas County, Florida. 3. Survey prepared by Polaris Associates, Inc., dated September 1, 2004, under job No. 01-2990, shows the following: a. Fence encroaches up to 16.2 feet West of the West line of the subject land; b. Concrete wall in the northeast corner of the subject land encroaches over the East line of said land; c. Ditch and Concrete pipe located along the North line of the subject land that appears to be used by others; d. The Northerly 15` + of the subject land, as described, appears to lie and be in East Palmetto Street (Palmetto Street). RECEIVED MAY 12 2005 PLANNING DEPARTMENT Boas/Cyrus )oseph Lowrey/Special Warranty Deed 4 CITY OF CLEARWATER THIS INSTRUMENT PREPARED BY AND RETURN TO: Bryan J. Stanley, Esquire Bryan J. Stanley, P.A. 114 Turner Street Clearwater, Florida 33756- KARLEEN F. DE SLAKER, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2004397449 1010712004 at 03:02 PM OFF REC SK: 13873 PG: 2281-2284 DocType:DEED RECORDING. $35.50 D DOC STAMP: $369.60 ORIGINAL SPECIAL WARRANTY DEED THIS INDENTURE made this ? day of September, 2004, by and between - --- THOMAS P. COWDREY, AS TRUSTEE OF THE COWDREY LIVING TRUST DATED JULY 6, 1992, a single man, ("Grantor"), whose address is 160 Carolwood Blvd., Fern Park, Florida 32730-2975, for and in consideration of Ten Dollars (510.00) and other good and valuable considerations in hand paid, receipt of which is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases and conveys unto BOOS DEVELOPMENT GROUP, INC., a Florida corporation (collectively "Grantee"), an undivided one-third fee simple (1/3) interest in certain real property located in Pinellas County, Florida, which real property is described on Exhibit "A" attached hereto a}ld made a part hereof (the "Property"); i4'i?o'?c.? iC.• i:> ;e' c;.? i ''I? ?1..,.r.a.:r%.r .:,t; ??ct.t C C?i._c?f?-.r. 7L. ? i ?? I 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. TO HAVE AND TO HOLD the same in fee simple forever. And the Grantor does hereby covenant that, except for the title exceptions set forth on Exhibit "B" attached hereto and made a part hereof, Grantor does fully warrant the title to the above described real estate so hereby conveyed and will defend the same against the lawful claims, arising out of events occurring prior to the recording of this Deed, of all persons claiming by, through or under the Grantor, but against none other. t± day WITNESS WHEREOF, the Grantor aforesaid has set its hand and seal as of the t'day of September, 2004. REQ*'_MVED MAY 12 2005 PLANNING DEPARMMENT CITY OF CLEARWATER Socs/rhomas P. Cowdrey/Special Warranty Oeed • Signed, sealed and delivered in our presence: (Witness Signature) Print Name: (Witn s ignatur } Print N e- u r(? cJ I-Gt y STATE OF FLORIDA COUNTY OF PINELLAS • THOMAS P. COWDREY, AS TRUSTEE OF THE COWDREY LIVING TRUST DATED JULY 6, 1992 Thomas P. Cowdrey ORIGINAL The foregoing instrument was acknowledged before me this o2 q a- of September, 2004, by THOMAS P. COWDREY, AS TRUSTEE OF THE COWDREY LIVING TRUST DATED JULY 6, 1992. He is [select one:] ' ( epersonally known to me; nr produced a driver's license as identification. 01 BRYMi sr Y otary ublic - (Signature) DOM7423 Print Name: ?_` Area uver20" 02 r' r' BOWed thru (800)432-42 '"" '• ...... '.c --4: My Commission Expires: RECEIVED MAY 12 2005 PLANNING DEPARTMEW CITY OF CLEARWATER BooslThomas P. Gowdrev/5pecial Warranty Deed I • EXHIBIT "A" THE PROPERTY • West 112 feet of Lot 5 in the Northwest '/ of the Southeast '/ of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the plat of PINELLAS GROVES recorded in Plat Book 3, Page 15, of'the Public Records of Pinellas County, Florida_ ORIGINAL RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATE9 Boos/Thomas P. Cowdrey/Special Warranty Deed 3 t EXHIBIT "B" PERMITTED EXCEPTIONS • 1. The lien of the taxes for the year 2004 and all subsequent years, which are not yet due and payable. 2. Provisions=of the Plat of Map of a Portion of Pinellas Groves Property, Inc., recorded in Plat Book 3, Page 15 of the Public Records of Pinellas County, Florida. 3. Rights and interests of Cyrus Joseph Lowrey, Lowrey W. Whitson, Nancy L. Whitson and Edmund S. Whitson, Jr., co-tenants in and owners of undivided interests on the Property. ORIGINAL RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITVOF CLEARWATEI? BooslThomas P. Cowdrey/Special Warranty Deed 4 r PREPARED BY AND RETURN TO: Bryan J. Stanley, Esq. Bryan J. Stanley, P.A. 114 Turner Street Clearwater, Florida 33756 Parcel Tax I.D. No. 12/29/15/70182/400/0300 Parcel Tax I.D. No. 12/29/15/70182/400/0501 Parcel Tax I.D. No. 12/29/15/70182/400/1200 ORIGINAL FEE SIMPLE DEED L? day of November, 2004, by THIS FEE SIMPLE DEED made this EDMUND S. WHITSON, JR., a marred man, ("'Grantor"'), whose address is 231 Windward Island Clearwater, Florida 33767, to BOOS DEVELOPMENT GROUP, INC., a Florida corporation whose address is 2651 McCormick Drive, Clearwater, Florida 33759 ("Grantee"). WITNESSETH: That Grantor for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby remises, conveys and confirms unto Grantee the following properties: (i) an undivided one- ninth (1/9) interest in an undivided two-thirds (2/3) ownership interest in a certain parcel of real property consisting of 19.84 acres located in Pinellas County, Florida (the "Estate Parcel"), (ii) an undivided one-ninth (1/9) interest in a certain parcel of real property located in Pinellas County, Florida (the "Homestead Parcel"); and (iii) a certain parcel of real property located in Pinellas County, Florida (the "Option Parcel"), which properties are more particularly described Exhibit "A" attached hereto and made a part hereof, together with all improvements therein, if any, ("the Property"). TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. [SIGNATURE BEGINS ON FOLLOWING PAGE] RECEVED MAY 12 2005 Boos/Edmund S. Whitson Fee Simple Deed (Estate & Homestead) KARLEEN h AKFR• CLERK OF COURT PINELLAS CO TY FLORIDA lNST# 2004448804 11/1612004 at 03:40 PM OFF REC SK: 13947 PG: 2361-2363 DccType:DEED RECORDING: $27.00 D DOC STAMP: $6615.70 PLANNING DEPAMENT CITY OF CLEARWATER 0 0 IN WITNESS WHEREOF, Grantor has executed these presents the day and year first above written. Signed, sealed and delivered in our GRANTOR: presence: ORIGINAL STATE OF FLORIDA COUNTY OF PINELLAS SWORN TO AND SUBSCRIBED before me this 1 day of November, 2004, by EDMUND S. WHITSON, JR., who is [select one:] ( personally known to me; or ( ) produced a driver's license as identification. war?J. aur:?oo a.. 00now Boos/Edmund S. Whitson Fee Simple Deed (Estate & Homestead) RECEIVED MAY 12 2005 PLANNING DEPARWEw Notary Pub c - (Si afore) Notary Pub c - (Si Print afore) Name: Print Name: My Commission Expires: My Commission Expires: • • OBIT "A„ THE PROPERTY ESTATE PARCEL ORIGINAL Undivided two-thirds (2/3) interest in Lots 3, 4,13 and 14 in the Southeast 1/4 of Section 12, Township 29 South,. Range 15 East, Pinellas County, Florida, according to the Plat of PINELLAS GROVES, recorded in Plat Book 3, Page 15, of the Public Records of Pinellas County, Florida. HOMESTEAD PARCEL - West 112 feet of Lot 5 in the Northwest 1/4 of the Southeast 1/4 of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the plat of PINELLAS GROVES recorded in Plat Book 3, Page 15, of the Public Records of Pinellas County, Florida. OPTION PARCEL RECEIVED MAY 12 2005 Lot Twelve (12), in the Southeast quarter (SE 1/4) of Section (12), Township Twenty-Nine South (T29S), Range Fifteen East (R 15 E), according to the map of PINELLAS GROVES SUBDIVISION, as recorded in Plat Book 3, Page 15, of the Public Records of Pinellas County, Florida Boos/Edmund S. Whitson 3 Fee Simple Deed (Estate & Homestead) PLANNING DEPARTMENT CITY OF CLEARWATF 11 0 PREPARED BY AND RETURN TO: Bryan J. Stanley, Esq. Bryan J. Stanley, P.A. 114 Turner Street Clearwater, Florida 33756 Parcel Tax I.D. No. 12/29/15/70182/400/0300 Parcel Tax I.D. No. 12/29/15/70182/400/0501 FEE SIMPLE DEED ORIGINAL THIS FEE SIMPLE DEED made this day of November, 2004, by LOWREY W. WHUSON, a married man, ("Grantor"), whose address is 1566 Ridgewood, Clearwater, Florida 33755, to BOOS DEVELOPMENT GROUP, INC., a Florida corporation whose address is 2651 McCormick Drive, Clearwater, Florida 33759 ("Grantee"). WITNESSETH: That Grantor for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby remises, conveys and confirms unto Grantee an undivided one-ninth (1/9) interest in an undivided two-thirds (2/3) ownership interest in a certain parcel of real property consisting of 19.84 acres located in Pinellas County, Florida, and an undivided one- ninth (1/9) interest in a certain parcel of real property located near to the Estate Parcel, which properties are more particularly described Exhibit "A" attached hereto and made a part hereof, together with all improvements therein, if any, ("the Property"). None of such parcels constitute the Grantor's homestead. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. [SIGNATURE BEGINS ON FOLLOWING PAGE] Boos/Lawrey W. Whitson Fee Simple Deed (Estate & Homestead) KAf'46F. DE BLAKER, CLERK OF COURT PIN COUNTY FLORIDA INST#-2b04448805 1111612004 at 03:40 PM OFF REC SK: 13947 PG: 2364-2366 DocType:DEED RECORDING: 527.00 D DOC STAMP: S2275.70 RECEVED MAY 122005 PLANNING DEPARIMENT CIIYOF CLEA&WAiER h • 0 IN WITNESS WHEREOF, Grantor has executed these presents the day and year first above written. ORIGINAL Signed, sealed and delivered in our GRANTOR: presence: LOWREY W. WHITSON - Print Name: /a XIP (?i4 t?C-2 rint ame: 231-f G STATE OF FLORIDA COUNTY OF PINELLAS SWORN TO AND SUBSCRIBED before me this ?-Z da of November, 2004, by LOWREY W. WHITSON, who is (select one:] ( 4psonally known to me; or ( } produced a driver's license as identification. sasrasss«uu.uoost SLENOA J. SANTIAGO C. ^rnmN OD0340887 CM I. --us 7rsl200A 8onda] MM (800}/13.4234= Florida Notary Assn., Inc w.. ......ww. Svusi Notary Publid- (?fgnature) U Print Name: My Commission Expires: RECEIVED Boos/Lowrey W. Whitson Fee Simple Deed (Estate & Homestead) MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATEP • • EXHIBIT "A„ THE PROPERTY ESTATE PARCEL ORIGINAL Undivided two-thirds (2/3) interest in Lots 3, 4,13 and 14 in the Southeast 1/4 of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the Plat of PINELLAS GROVES, recorded in Plat Book 3, Page 15, of the Public Records of Pinellas County, Florida. HOMESTEAD PARCEL West 112 feet of Lot 5 in the Northwest 1/4 of the Southeast 1/4 of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the plat of PINELLAS GROVES recorded in Plat Book 3, Page 15, of the Public Records of Pinellas County, Florida. RECEINED Boas/Lowrey W. Whitson 3 MAY 12 2005 Fee Simple Deed (Estate & Homestead) PLANNING DEPARTMENT CITY OF CLEARWATER W THIS INSTRUMENT PREPARED BY AND RETURN TO: Bryan J. Stanley, Esquire Bryan J. Stanley, P.A. 114 Turner Street Clearwater, Florida 33756. Parcel I.D. No. 12/29/15/70182/400/0300 Parcel I.D. No. 12/29/15/70182/400/0500 QUIT CLAIM DEED ORIGINAL - - THIS INDENTURE made this 17*' day of December, 2004, by and between . .............. CYRUS JOSEPH LOWREY, INDIVIDUALLY, and also known as JOSEPH LOWREY, being the Grantee on that certain Deed dated December 31, 1976 recorded in Official Records Book 4499, Page 2177 in the Public Records of Pinellas County, Florida, and as PERSONAL REPRESENTATIVE OF THE ESTATE OF HERTHA B. LOWREY, ("Grantor"), whose address is 2077 Palmetto Street, Clearwater, Florida 33765, and BOOS DEVELOPMENT GROUP, INC., a Florida corporation ("Grantee'), whose address is 2651 McCormick Drive, Clearwater, Florida 33759: MINESSETH, that Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, in hand paid by Grantee, the receipt of which is hereby acknowledged, does hereby remise, release and quitclaim unto Grantee and its successors and assigns, forever, all of the right, title, interest, claim and demand, which Grantor has in and to the following described lot, piece or parcel of land, situate, lying and being in the County of Pinellas, State of Florida, to-wit.- SEE EXHIBIT "A" ATTACHED HERETO Subject to real estate taxes for the current year and prior years, if any, zoning, restrictions, easements and other matters of record. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances thereunto belonging or in any way appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of Grantor, either in law or equity, to the proper use, benefit and advantage of Grantee forever. As used herein, the terms "Grantor" and "Grantee" shall include the singular and plural, heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations, partnerships and other entities, wherever the context so admits or requires. RECEIVED MAY 12 2005 OARLEEN F. DE SLAKER, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2004494612 12121/2004 at 10:28 AM OFF REC BK., 14014 PG: 2191-2194 DocType:DEED RECORDING: $35.50 D DOC STAMP: $0.70 PLANNING DEPARTMENT CITY OF OLEARWAYFR ORIGINAL tiVtness Print Name: Aa/zw?f STATE OF FLORIDA COUNTY OF PHS ELLAS IN WITNESS WHEREOF, Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our SELLER: presence: CYRUS JOSEPH LOWREY, INDIVIDUALLY and also known as JOSEPH LOWREY 1: The foregoing instrument was acknowledged before me this /7"" day of December, 2004, by CYRUS JOSEPH LOWREY, and also known as JOSEPH LOWREY, who is (select one:( ( /personally known to me; or ( ) produced a driver's license as identification. NAWNN.N.I..NN.NNnN. N.NN?. SCOTT V 80RUTA y Comm@ 000340M Expkm 7125r2M 5wWed thrv (eoo)43z-4254; Notary Public - (Signature) Florida N:.+pry,w,,.. Ine Print Name: Sc rl-y, I&AdM RECEIVED MAY 12 2005 PLANNING DEPARTMENT CRY OF CLEARWATER • Signed, sealed and delivered in our presence: STATE OF FLORIDA COUNTY OF PINELLAS C? SELLER: ORIGINAL CYRUS JOSEPH LOWREY, AS PERSONAL REPRESENTATIVE OF THE ESTATE OF HERTHA B. LOWREY r / The foregoing instrument was acknowledged before me this day of December, 2004, by CYRUS JOSEPH LOWREY, AS PERSONAL REPRESENTATIVE OF THE ESTATE OF HERTHA B. LO'WREY, who is [select one:] ( /personally known to me; or ( ) produced a driver's license as identification. f SCOTTV BORUTA Comm# 00034MM F*ms 71254 MB Notary Public - (Signature) BmWed thru (8011H=-4251: Print Name: fLJI'T t/ ?d ida Notary Aj:n.. Inc /NNNH/./NN.Flor. /.. /......./...../........i3. RECEIVED MAY 12 2005 ................... ......................... a PLANNING DEPARTMENT CITY OF CLEARWATER 3 j73? Witness Print Name: 6&)I-T d. iFv211J9 EXH[BIT "A" LEGAL DESCRIPTION ORIGINAL Lots 3, 4,13 and 14 iri the Southeast 1/4 of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the Plat of PINELLAS GROVES, recorded in Plat Book 3, Page 15, of the.Public Records of Pinellas County, Florida. And Lot 5 in the Northwest 1/4 of the Southeast 1/4 of Section 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the Plat of Pinellas Groves, recorded in Plat Book 3 Page 151-of the Public Records of Pinellas County, Florida LESS AND EXCEPT the West 112 feet thereof. RECEIVED MAY 12 2005 PLANNING DEPARTMENT C17Y OF CLEARWATER 4 • • KARLEEN F. DE BI.AICER. CLERK of COURT PINELL AS COUNTY FLORIDA INST# 2004459024 1112312004 at 05:14 PM OFF Doc REC O? CORDING 127.00 a nn noc STAMP: $6988.80 'I? IIS INSTRUMENT PREPARED BY AND RETURN TO: Bryan J. Stanley, Esquire Bryan J. Stanley, P.A. n4 Turner Street Clearwater, Florida 33756 Property Tax Folio No.: 12/29/15%70182/900/0300 ORIGINAL PERSONAL REPRESENTATIVE'S DEED RECENED MAy 12 2005 pLANNING DEPARTMENT Cnyf OF CLEARWAIER made as of the ??rid day of RES?A,TTVE S DEED, AS PERSONAL THIS PERSONAL REP US OSEPII LOWREY, November, 2004, by and between CYR T B. LOWR, deceased, pursuant . REPRESENTATIVE OF THE ESTATE OF HERTHA t. and the Last Will and Testament of Hertha B Lo 'Florida, whose to Sec. 733.613, Fla•Sta in O.R. Book 7874, Page 1272, of the Public Recds Fof Pinellas County . lorida 33765, (they "Grantor"), and mailing address is 2077 Palmetto Street, Clearwater, address DEVELOPMENT GROUP, INC., a Florida corporation, whose mailing BOOS ' 2651 McCormick Drive, Clearwater, Florida 33759 (hereinafter the "Grantee , 15 WITNESSETII: of Ten and No/100 ($10.00) That the Grantor, for and in consideration receipt of the v sun-L of is hereby ackno le dgved, Dollars and other valuable consideratiori, remises, releases and conveys unto the Grantee, its successors an hereby Pinellas, State of Florida to--wit: the following described real property in the County Of A See Exhibit "A" attached hereto and made a part hereof ("ProPerL9 • ''H all buildings, structures and improvements thereon, and all TOGETHER WI interest of the Grantor in an d to the rights and adplpztureztant of G rantortr?in7and right, title and riht, title and Property, including, without limitation, any g roads, alleys, easements and rights of way to the extent that such to adjacent streets, hereof rights, titles and interests exist on the date . zoning ordinances, This Personal Representative's Deedces or other regulatory requirements of any restrictions, prohibitions, regulations, ordinances pertinent governmental authority, easements, reservation and restrictions of record, taxes and assessments for the year 2004 and subsequent ye its successors TO HOLD the above released premises to Grantee, TO HAVE AND and assigns, to its and their use and behalf forever. Grantor does hereby covenant to and with the Grantdee, its ? Veess or tand he an this AND the to and in and about the sale assigns, that all things preliminary above-named Court and the laws of Florida have been followed and complied with in all respects. orders of the Re resentative's Deed is expressly made upon the condition that the This Personal p 3 3 t ? ? OR161IVn? IN WI'T'NESS WHEREOF, the said Grantor has caused this Personal Representative's Deed to be executed on the day and year first above written. Signed, sealed and delivered in our SELLER: presence: CYRUS JOSEPH LOWREY, AS PERSONAL REPRESENTATIVE OF THE ESTATE OF HERTHA B. LOWREY itne Tint ?Tkne- Ali'? { 7 Name: o?? STATE OF FLORIDA COUNTY OF PINELLAS SWORN TO AND SUBSCRIBED before me this 22"?daY of November, 2004, by CYRUS JOSEPH LOWREY, AS PERSONAL REPRESENTATIVE OF THE ESTATE OF HERTHA B. LOWREY, who is [select one:] ( personally known to me, or ( } produced a driver's license as identification. ..n... $9.n.unu..u..w.wu..........? BLFNMAJ. SANTIAGO c«.cowua8a7 Notary Publ'c - ( 'gnature) EVIRK '0°` ` Print Ne. F Florida Noohey..A ? Lw -7 res RECEIVED MAY 12 2005 PLANNING DEPARTMENT ,:; CITY OF CLEARWATER 0 R I G I N:A--- LEGAL DESCRIPTION Undivided four-ninths (4/ 9) interest in Lots 3, 4,13 and 14 in the Southeast Y4 of Section''*,.'-,,* 12, Township 29 South, Range 15 East, Pinellas County, Florida, according to the-Plat of:":; PINELLAS GROVES, recorded in Plat Book 3, Page 15, of the Public Records of County, Florida. RECEIVED MAY 12 2005 PIMNING DEPARTMENT CITY OF CLEARWATER 3o-z,? . .. » ?? y'?CEML?S J An Equal Opportunity Employer Ronnie E. Duncan Chair. Pinellas Thomas G. Dabney, 11 Vice Chair, Sarasota Heidi B. McCrea Secretary, Hillsborough Watson L Haynes, II Treasurer, Pinellas Edward W. Chance Manatee Monroe "Al" Coogler Citrus Maggie N. Dominguez Hillsborough Pamela L Fentress Highlands Ronald C. Johnson Polk Janet D. Kovach Hillsborough John K. Ranks, 111 Pasco E. D. "Sonny" Vargas Executive Director Gene A. Heath Assistant Executive Director William S. Bileaky General Counsel V N .?. ...i 1 ?iti? ?.?'?:.. 5 .c ?` _ CJL ??wri. Water Management District Tampa Service Office Bartow Service Office 7601 Highway 301 North 170 Century Boulevard Tampa, Florida 33637-6759 Bartow, Florida 33830.7700 (813) 985-7481 or (863) 534-1448 or 1-800.836-0797 (FL only) 1-800.492.7862 (FL only) SUNCOM 57862070 SUNCOM 572-6200 November 8, 2002 Alec Hofner ECO Consultants, Inc. 1523 8111 Ave. West Suite B Palmetto, Florida 34221 SUBJECT: Wetland Survey PROJECT: Coachman Multi- Family Parcel STR: * 12-29S-15E COUNTY: Pinellas JOB NO. 01-2990 Dear Mr. Hoffner: Lecanto Service Office 3600 West Sovereign Path Suite 226 Lecanto, Florida 3 4461-8 0 7 0 (352) 527-8131 SUNCOM 667.3271 ORIGINAL During a site visit on October 4, 2002, District staff determined that the site referenced above contains wetlands and surface waters as defined by Chapter 62-340, Florida Administrative Code' (F.A.C.). The approximate boundaries are shown on the certified survey, received by the District `on on. November 6, 2002. This information will be kept on file in the Tampa Service Office. The District's formal acknowledgment of wetland and surface water boundaries is accomplished through the issuance of an Environmental Resource Permit or a formal wetland determination, issued. pursuant to Chapter 40D-4.042, F.A.C. Work in wetlands and surface waters as well as any site development constitutes the creation',. operation, alteration, abandonment or removal of a surface water management system and requires a permit from the District pursuant to Rule 40D-4.041, F.A.C. Environmental water quality and quantity concerns related to site development will be evaluated during the District's. review of the permit application. If you have questions regarding this matter, please contact the Tampa Service Office, extension 2056. Please refer to the Project Name in future communications regarding this property. Sin4rreey ll i Rick A. Perry, S Senior Environmental Scientist Tampa Regulation Department RAP:dsw QD E(C E ? V ED MAY 12 2005 Pi1,I'C KING DEPARTMENT CnYOF CLEARWATER 2379 BroadStreet, Brooksville, Florida 34604.6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at. WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240-9711 (941) 377-3722 or 1-800-320-3503 (FL only) SUNCOM 531-6900 Protecting Your Water Resources THIS SPACE IS FORMATTED TO FACILITA W AND GUIDE THE DIALOGUE DURING A PRE A CATION MEETING AND PROVIDE NOTE Tf A SUPPVMENTAL "PROMPT LIST- OF DIWSION ITEMS IS ATTACHED, WHICH SHOULOWEXAMINED BY THE APPLICANT PARTIES P MEETING TO IDENTIFY TOPICS FOR DISC SIGN. Southwest Florida Water Management District FILE No. Resource Regulation Division 29-15-12 ERP Pre-Application Meeting NOTES Date: November 16, 2004 Time: 11- AM ORIGINAL Project Name. Coachman Reserve Attendees: Michelle Hopkins, Alberto Martinez, Duane Milford, David Morse, Alec Hoffner, Parker Hirons, Robin Kendall County: Pinellas S/T/R: 12-29-15 Total Land acreage: 30 Project acreage: 30 RECEIVED11 Prior Onsite/Offsite Permit activity: HAY ! 2005 No known permits Project Overview: PLANNING DEPARTMENT Proposed construction of a townhome development. CI1V OF CLEARWATER Site Information Discussion: (Site Topography, SHW Levels, Flood plain Elevations,. Conveyance and Storage, Tailwater Conditions, Adjacent Offsite Contributing Sources, Receiving Waterbody, Karst Formations, Existing Wells, Contaminated Sites / Coordination w/ FDEP, etc.) . • There is a large wetland onsite that they would like to use for treatment and attenuation. • Provide soil borings to support the elevation of the SHWT and excavation depth. They may also want to schedule a site visit with District staff to review wetland water levels, for the wetland to be used for treatm • Verify that the project has a positive outfall.... to use open basin discharge design. Environmental Discussion: (Wetlands Onsite, Wetlands On Adjacent Properties, Site Visit, Delineation, Permanent/Temporary Impacts, SHWL, Wetland Hydrology, Drawdown Issues, Alternatives Analysis, Elimination/Reduction, Secondary and Cumulative Impacts, T&E species, Conservation Easements, Buffers, Mitigation Options, Mitigation Costs, OFW, Aquatic Preserve, etc.) • The wetland limits need to be reviewed by District staff. • No wetland impacts are proposed at this time; except temporary impacts to remove nuisance vegetation. • They are also looking at options that may involve impacting the wetland because of the site layout. If so, e: will need to address elimination and reduction of impacts. Required mitigation will need to meet UMAM requirements. • They will need to provide pre-treatment of the runoff prior to discharging to the wetland. They will need t s that the wetland is not connected to the adjacent wetland, such that treatment flows are mixed. This wetla need to have a control structure. • The portion of the wetland that extends into the road R/W (a small portion along the edge of the road) will e City approval for use of the wetland for treatment and attenuation. • Provide a minimum 15', average 25' buffer to avoid addressing secondary impacts. If impacts to the buffer proposed, provide options such a buffer planting to offset secondary impacts. ERP Pre-Application Meeting NOTES OPERATIONAL Page 1 of 2 September 2000 Soyereign Lands Discussion: (TitleOrmination, Delegated Authority, Correct Form of Orization, Content of Application, Assessment of Fees, Coordination with FDEP, etc.) ORIGINAL No • known sovereign lands issues. Water Quantity Discussion: (Basin Description, Design Storm Event, Pre/Post Volume, Pre/Post Discharge, Local Requirements, Other) • Show that the post-development peak discharge rate will not exceed the pre-development peak discharge r for a 25 year, 24 hour storm. • Demonstrate no net fill in a 100 year floodplain. Water Quality Discussion: (Type of-Stormwater Treatment, Technical Characteristics, Non-presumptive Alternatives, Construction Phase Water Management and Erosion Control, Contaminated Sites, Ground Water Protection, etc.) • Water quality treatment will probably be provided through wet-detention in the wetland. Operation And Maintenance, Legal Information: (Ownership or Perpetual Control, Eminent Domain, Work on District Property, inspections During Const., O&M Entity, System 0&M Instructions, Homeowner Association Documents, Coastal Zone Requirements, Public Safety, etc.) • Provide a copy of the deed or contract for sale for evidence of ownership. • Provide draft association documents (articles of incorporation and deed restrictions). Application Type And Fee Required: (40D-4.041 Permits Required, 40D-1.607 Fee Schedule, etc.) • ERP General (as long as applicable wetland/surface water limits are less than I acre), $1600 fee, Forms A,C and E Other: (Future Pre-Application Meetings, Fast Track, Submittal Date, Construction Start Date, Required District Permits - WUP, WOD, Well Construction, etc.) • N/A Disclosure: The District ERP pre-application meeting process is a service made available to the public to assist interested parties in preparing for submittal of a complete permit application. Information shared at pre-application meetings is superseded by the actual permit application submittal. District permit decisions are based upon information submitted during the application process and Rules in effect at the time the application is complete. RECEVED MAY 12 2005 PLANNING DEPARTMENT my OF CLEARWARR :..& ERP Pre-Application Meeting NOTES OPERATIONAL Page 2 of 2 September 2000 10EC-07-2004(TUE) 15:03 B0,60EVELOPMENT GROUP INC. (FAX) 7 6692915 P. 002/014 12'/06/2004 12:40 FAY, 002/914 LINCKS & ASSOCIATES, INC. Engnsers Pl8nn,9rs December 6, 2004- ORIGINAL Mr. Bennett Sbo Cty`of Clearwater 100 S. Myrtle Avenue, 33756 Clearwater, FL 33758-4748 - Re:::,q y Pr Rpsed Townhomes on Palmetto Street Uneks•Project No. L04165--T Dear Mr. Ebo: At your request, we have reviewed the - driveway traffic demands, for the referenced project Our analysis is based on the following. _ -SSZes, 11TAWnhomes (See Attached) 4 Driveway. Volume:. AM In 10 48 OL± RECEIVED Total 61 71 1 `.(5 Atbched) MAY 12 2005 ' :Traffic Distribution on Palmetto Street PLANNING DEPARTMENT Eastbound Right 20% Westbound Left 50% CITY OF CLEARWATER Traffic Distribution on Marylin Street 30% PM Driveway Volume on Palmetto Street Eastbound Right 10 VPH Westbound Left 24 VPH Turn Lane Design: Westbound Left Provide two (2) car storage 50 -feet (AASHTO) plus deceleration per attached Standard index # 301. 5= west Laurel Street Tampa. Florida 33607 813 289 0039 Teleohono 813 287 Oa74 T819rax www.fineks.com WQO2i1C DEC-07-2004(TUE) 1:5:03 BOWEVELOPMENT GROUP INC. (FAX) 6692915 12/'08/2004 12:40 FAX Mr, Bennett Elbo December 6, 2004 Page 2 P. 003/014 (j 003/014 Eastbound Right Tum lane not warranted per attached criteria. Hopefully, tnese*data will assist you in 'moving the project forward and we understand that.ithere will be no need for additional analysis. Very truly yours, LlrNEKS-&-fi S,MCJATES; MIC: .ORIGINAL Ted F. Uncks',17.E; Presldent Enclosures - cc_ . Davld Morse RECEIVED MAY 12 2005 PLANNING DEPARTMENT qN OF CIEARWAtER -DEC-07-2004(TUE) 15;03 BOWEUELOPNENT GROUP INC 121'0x/2004 12:40 FAX (FRX4 6692915 P. 004/014 10 004/014 rwv ?n• Nuyw?. ? T .rte M _ -W 'JUJWM EVTMM a MI•K/tfltl W ?•t G w ir?ww°•' ?(y'`J6- w.i6iw.'??.w`,. 2AW7w=m N?vo* Ill t. ?? 7d+?oes/rslnuim+o?¦n ,,,,w.;,,;,.•. Nr7d 1rJl.t?NQ? R ?9 p jr '-r-M +-.a -- I I }- Q y4 f Cl : IC ar A&S .. ?gwivuyr:. IL , L -j ?m ;; I ?G m .I 3AWQ; ddvm3i , ;l O C') N N O C.T1 O m 0 DEC-07-2004(TUE).15:03 B00 EUELOPMENT GROUP INC. (FAX) 6692915 12/08/2004 12:40 FAX . Summary-OZ Trip Generation Calculation Fox 139 Dwelling IInit9 of Residantial. Condomini um / Townhouse December 03, 2004 = Average standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-way Volume 5.86 3.09 1.00 "809 7-9 AM Peak Hour Enter 0.07 0.00 1.00 10 7-9 Af+'Peak Hour Exit 0.37 0.00 1.00 51 7-9 AM Peak Hour Total 0.44 0.69 1.00 61 4-6 PM 'Peak Hour Enter 0.35 0.00 1.00 48 4-6 PM Peak Hour Exit 0.17 0.00 1.00 23 _......._.__._.__....., 9-.6 PM...Peak. 'Hour_.Tatal_...... .... 0.52 0.7.5 1.00 72 Saturday 2-Way volumQ 5.67 3.'10 1.00 78-2 Saturday_,.Poak-Hour Enter 0.25 0.00 1.00 35 Saturday Peak Hour Exit 0.22 0.00 1.00 30 Saturday Peak Hour Total-,.;.,;:. 0.47 0.71. 1.00 65 Note: g zero indicates no data available. Source:'Iri'suitute of Transportation Engineers Trip Generation, 7th Edition, 2003. TR'CP GENERATION By MICROTRANS P. 005/014 0006/014 ORIGINAL Auxiliary lanes should be at least 3 in wide and desirably should equal that of the thro ugh lane. where curbing is to be used adjacent to, the auxiliaryland, an appropriate curb offset shouldbeprovided, The length offbeauxiliary lands for fuming vehicles consists of Three components; (1) deceleration length (2) storage length, and (3) entering taper, ., Desirably, the total length of the auxiliary lane should be the sum"Of Ittc length fur these three components. Common practice, however, isl4accept 3 rnoderate amount of deceleration within the through lanes and;tecQnsiderihe taper as. a par) of the deceleration length. Where late .!.sections occur as ' frequently as every 440 meters, it is customaryto forego ninstaf the decclera- lion length and to provide only the storage length plus laper, Each component of the auxiliary length is discussed in the following section. Deceleration Length Provision for deceleration clear of the through-traffic lanes is a desirable objective on arterial roads and streets and should be Incorporated into design whenever feasible, The total length required is that needed fora safe and comfortable stop from the design speed of The highway. Minimum deceleration lengths for auxiliary lanes an grades oft percent or less, with an accompanying stop condition, fordesign speeds ol'50, 60, and 80 km/h are 70, 100, and 130 m, respectively. These lengths exclude tic length of taper which should be approximately S. to 15m longitudinally to l m Iransversely. Long tapers indicate Ibe path drivers are to follow and teducetheunused portion of thetoadway. However, long tapers tend to entice some through drivers into the deceleration lane. On the otherhand shorter lapersproducebetter "targets" for approaching drivers and give positive visibility of the added aux Mary lane, On many urban facilities it will not be feasible to provide full length for deceleration. In such cases at (east a part of the deceleration must be accom- plished before entering the auxiliarylane. However, the lengths givenshould be accepted as a desirable goal and should beprovided where practical and feasible. Deceleration lengths shown are applicable to both left, and'right_fuming lanes, but speed is usually lower in the rgghi lane than in the left lane. Storage Length likThee auxiliary lane should be sufficiently long to store file number of vehicles ly to accumulate during a critical period, The storage length should be sufficient toavold the possibility of left-turning vehicles stopping in the through RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER lanes. The storage length should be sufficiently long in that the entrance to the auxiliary lane isnot blocked by vehicles standing in the throu h l ro o g anes waiting for a signs) change or far a gap in the opposing traffic flow .. N ° . At uns gn ized Intersections the storage length, exclusive of taper, may be based on lhG umbeiof turning vehicl slik l o A o e e ytoarnvein anaveraea two-rn It period_wilhilt the ptul< hour.,?s a minimum requirement, cc for at least two N A A c P ercars s ouldbeprovided', with over 10 percent truck traffic, provisions should be made for at east tme car d ° --' . an one truck. The two-minute waiting time , may need to be changed to some other interval that depends largely on the op ortuniti f X p es or completing the left-cum maneuver. These intervals, in turn, depend an the volume of os' oPP tr ffi W ° c . a ? here the volume of turning traffic is high, a traffic signal will usually be required. At signalized intersections the regritced storage length depends on the signal cycle ienglh, the signet phasing arrangerrmeni d h o , an t e rate of arrivals and departures of Ieft-turning vehicles, The storage length is a function of th e Probability of occurrence of events and should usually be based on one and one-half to two times the avera e n b o g um er of vehicles that would store percycle, which is predicated on the design volume. Uls length will be sufficient t o o serve heavy surges that occur from time to lime. As in the case of unsignalized intersections, provision should be made for storing at least two v hi l M e c es. Traffic signal design fundamentals are discussed further in MUMD (S), Where turning lanes am desi ned fo g r two-lane operation, the storage length I$ reduced to approximately on-half of that required for single-lane. operation. Reference. should be made to the Hi hrva C ° ? g y apacity Afanual (2). z r, Taper On high-speedhigh ways the taperof an auxiliary lane should generally conform to thatdiscussed under "Ramp Termi l " i " na s n the section Speed-Change Lanes- in Chapter X. However, on most urban streets approaching al-grade intersre- tions, shorter tapers are s d f ? v a s aclory because of lower operating speeds. Some Stales permit the tapered secti on of deceleration auxiliary lanes to be constructed in a "squared-oll" section at full paving width and de th Thi Cn p . s construction requires apainted delineation of the taper and is only applicable to aoncurbed sections, 'Ihe design requites tran itl n M s on of the outer or median shouldens around the squared-off beginning of the deceleration lane Ln . The squared-off design principle can be applied to medi an deceleration lanes, and it can also be used at the beginnin f d g o erxieration right-turn exit terminals when there is asingle exit lane, When two or more exit lanes are used, the tapered designs discussed in the section "Speed-Ch L " ange anet In ChaplerX is locum- rucnded. fp ° C3 _o 0 0 _o A ORIGINAL L N O ? rn rn i o CD r ?7 A O LtwsS uri tr crt 6d _ ?r i?Alys to f?rab?rr r?.lue? Y`+?A?rd ftw OOipmoYt It l armmrRli , c 1 "M banao+? ?+ra >b TWe! Tl JIF Aft, t' • Ian •- <.? ;'? f{, .,. - :. !• r r t o z. ? ear Isala? a ?d ? ? ? er _ _. _ _ _ A a +M i+Aa. c+a' o wr? t b n? @ w m ++s. s.?i: :x4111 •uaar "'m"'u also SID"rm eo?r'r+?an a B _ _ _ AV m o '???as??• - u.'rtr dv W hr. LAD, twu. true ,:N- ''f?+watti.r ' ips.r+.0 v AV Aw, raw t rn iflY+tA4T27r DOME LETT TilflYVS i• ' ? AM t? 1[ f! f -1 IP?? (?"Vf A?tat prl{Afp?i. ??7 or Tu' /? 1-•i' Cl' LIM* CD _ fywr _ TYaamAWl T" a L a n ' dqb tar fay ++l- rL.A 0r W W lW ?Ywrrraw I&I h tati Ma lot, •Y,ISrrrAq,i.fr Y UAA! f MAnK 6111W A*" _ ?•?--? au.r p AN T&WFX ` ';?..• v a'r"'.n. '' "tae t?t?tn srasuur r UNAU rwas r<.. tom.. ? ? tai _ u ? tarry a?wrrry,e.?'f?ni? rw q ar?'rrt+afo t f aurpy ns..I 0-W be.. A-W +t?fw?i„? x lit ar p y? n ?p rr?oary .?» Y`+. ?`i? "r !L"' ? = t W r?ir ii ti?.v..•rr?.?..?.a'r intr. ?. aMr.r? .+yr.h4c !M'Ir hey Ap >v w . leer W ? f Thm% arT fry wl?wri?r NAY well. ?t an M' .pt ?ro•fer? ?Af Ar wr c ate an rY Aii+ar L srryr?afA-ty 4? iw Jk ria of Lo *I. As.a? Any AIM rWn ul t?++i W*, N ru mr a N c.t..1 z? tiro o.a ??F:Si9f it17FS LID ?a+?4t tsArltY?a1R* ??trY/r?Mu?p?+ i •f?IM?af ??°01?" tr?*tc.n e? ioawutrc+,wTwswtAnw SUTA* .rc E r?.r f • fI? f tJ7M ar t?a7 PrtlYtti ? f 1 tlhi ?jt??t?QN / ? ? ?+ L rtflrgtf IV rtl? arwr i a Rp ??jJ?'\?\}??j left ?a2fV1'+t _- _ - - 0 MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWAM J O p -J 1 O 0 0 0 1 - i 1 ORIGINAL 2005 p?NINGpE CI1YOF C! ??RlT ?RW?p?p :. .d y}j }'t??r ;il • N? l 5 ? _ 1_. , 1 1 ? i ' ? "• O ?rl i•?•i11?. ? s ! ' _ - f1 i. _ ?i t 1J r-l -04 i\3 -4 O 1"Ll 77 777? P. R?? MAY 12 ??..?? • q 7! o fir +hdlWt ft mwl tab Or Mb Md 6Rrtlw. fodar llio. MOl ?°' ?ffF+7R ---------- -------- QblJet f Y ?d Fau Slap 8,W MW ) I ? mm mmawlmvs ?l?lhr Of 41. t ar Q' ftr a tares r Of 7lm ? * ?* or ? ??Q+?ea?S?aiA?n! # Epp of jW. r""fQraw s+a%l1 DEC-07-2004(TU.E) 15:05 8005 DEVELOPMENT GROUP INC 12/QG/2004 12:41 FAX • (FAX)7276692915 P-009/014 • t 009/014 ORIGINAL Exclusive Right. Turn Lanes at Unsignalized Intersections, When Should We Require Them? By: The Statewide Access Management Team Contact; Gary Sokolow (850.1414-4912 Systems Planning office 605 Suwannee Street. MS 19 Tallahassee. Florida 3239"450. r-! 117% gary.soka1ow@dot stateJl.us "ECEWcu MAY 12 2005 PLANNING DEPARTMENT State of Florida CITY OF CLEARWATER Department of Transportation Office.of the State Transportation Planner SystezhissPlanning Office A% %k f Draft - C:1Dala Fti WRIGMTURN W O Mtetch8: 2000= ? DEC-07-2004(TUE) 15:05 800 DEVELOPMENT GROUP INC. (FAX) 76692915 P. 010/014 12/06/2004 12;41 FAX ' (a010/014 ORIGINAL Recommended Voltune and Speed Criteria For the Requirement of Exclusive Ri ?t 'T'urn Vanes at Und alined Intersections Speed.a»d Right Turn Volume Criteria for Exclusive Right `turn Lanes Lacclusive right hurt lanes should be recommended under the following conditions: For highways with pasted speed limits over 45 mph: • 30140 right turns per hour The lower threshold of 30 would be mostly used on higher volume two-lane roads where the ability to maneuver around right turns is rW1[1cWA The 40, or the higher th =hold, would be most used for on multilane highways. yote:.._A4 speed limit of 45. mph may be used with, these threshold criteria if the opriratina speeds are known to be over 45 mph during the time of peak tight turn flow. All highways AS mpb posted speed limit or less: w . . •' 80-110 right turns per hour The lower threshold of 80 would be most used for high volume (Iigh volume =. 700 vehicles per hour, per lane in one direction) two-lane roads where the ability to maneuver is restricted. The 1:10 upper threshold would be most.appropriate on lower volume roads and multilane °hihways:of that posted speed limit, Note: 12a elusive right turn lanes may be unnecessary for six lane facilities where the curb lane acts like a right turn lane during peak flow times. Other Criteria Considerations Speed and volume are not the only criteria =d to determine the require== for an exclusive right turn lane at unsignalized intersections- In order to minimize the rear end collision potential of some situations, a right turn lane may be required where large and slow moving vehicles need to turn right. dreft- L4WWa F1101UVGMRN WPD Mawh 3. = MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ,DEC-07-2O.OA(TUE) 15:05 8004EVELOPMENT GROUP INC. (FRX)JJ6692915 12/06/2004 12:41 FAX } ORIGINAL • Trucldng facilities (or locations that have much large vehicle traffic such as water ports, train stations, etc.) i ' Bus depots "Recreational facilities attracting boats, trailers and other large recreation vehicles Requiring right turn lanes outside these criteria Conditions' for providing an exclusive right turn lane when the right tum traffic projections are not necessarily warranted. F Poor internal site design of a driveway facility causing potential backups in the thra lanes - Heavier than normal peak flows • ' `y; Very high operating speeds such. as 55 mph or above and in rural locations where toms ate not expected by drivers The driveway is difficult to see due to uncontrollable features • Gated entrance • `` Crash experience, especially raw end collisions. Any time there arc two or more correctable rear end collisions in this location you will want to consider the inclusion of an exclusive right tuts lane • Facilities having a large dumber of large vehicles or trailers 41 Intersections or driveways just after signalized intersections where acceleration or driver expectancy would warrant a separate right turn lane (this would also be the case, downstream'soon after a dual left turn lane onto a four lane road). Severe skewed angle of intersection requites right turn vehicle to slow greatly Mghways with many curves or hills where sight distance is impacted P. 011/Old 0011/014 F° Local government policy Conditions for M requiring a right turn lane where the right turn volumes possibly warrant them: • Dense or built out corridor where spa= is limited • Where queues of stopped vehicles would regularly block the access to the right turn lane, making them unusable Urban design concerns such as livable cities initiatives • Pedestrian concerns • Bicyclists concerns • Where sufficient length or property width is not available for the appropriate design - Local government policy RECHVED ten- :.. - 05 C:10aA FEWRIG}nvRN.wPo " '' 3'200° s PLANNINGDEPARMENT CITY OF CLEARWATEI? .DEC-07-2004(TUE) 15:05 12/06/2004 12:41 FAX BO OEVELOPMENT GROUP INC. (FRX) 7 6692915 ORIGINAL Where the Numbers Came From Thcse:rccomnendations primarily come from the research done in NCFIRP 420 "Impacts of Access Management Techniques", Chapter 4 - Unsignalized Ace= Spacing (Technique IB). This repoa used an operations analysis where researchers noted the pez, t of vehicles behind a right turn vehicle that had to-perform some sort of evasive maneuver. such as change lanes or apply their brakes. After numerous studies on over 20 corridors the following relationships were discoverie& Right Turns Per Hour Percent Vehicles Affected' 10 2 30 5 60 10 85 1S 110 20 P. 012/014 10012/014 The recommendations we have made simply reflect the understanding that on high speed roads we feel that affecting 5 to 10% of the following vehicles is acceptable,. For lower speed roads, - we would accept 15 to 20%. How should-the exclusive right turn lanes be constructed? The Standard"Index provides guidance According to BIbrida bepamnent of Transportation, Standard Index No. 301, on Turn Lanes, both right and left turn. lanes need to be constructed with the appropriate taper, deceleration and queue, lengths. , however, unslgnalized night turn lanes should normally not have queues. Thefore, the right turn lane would only consist of taper and deceleration to the "stop" condition. Ibis also is according to Standard Index No. 301, General Notes, # 2 and 3, `2. Total, deceleration distances :gust not be reduced except where lesser values arc imposed by unrelocatable control points". "3. Right turn;.-lane tapers and distances arc identical to left turn lanes under stop conditions" RECEVED o MAY--a 2 ?nn? oawttrrnvAw.wPn Meru 3, , 2 2000 PUS! M&Mh NnMG DEpAMMI:NT a CRY OF CLEARWATER ;.DEC-07-2.004(TUE) 15:05 12/,06/2004 12:41 FAX 8005 OEUELOPMENT GROUP INC. (FAX)7276692915 ORIGINAL TURN LAV ES • -COMED AND UNCURS ED NED/ANS uuaw aoHrovrlranrs ?v?itt cnwvlrrmxs Broke To TOM arde ra rota! Oesi?t Far? cteorowe $10 &=/. Marla & S* fted. V*Ww r SpeCd Speed Orslance Oistm= DIV&%e DUft%a• 01sionm Dl 1mv Dufame lalvliJ lf4m) L, Lr L L, t; L L3 Si as 717 73' MT .d .?D av YS IV rzD• ---- ---- - - *s ar ,aor ?- tts ---- sd asp :or a rib, W ar sar ss ss ?a - - ,zso -Q Vol HIGH VOLUUE URBAN TWO-WAT ACCESS DRIVEWAY SOLE L. a- DOUBLE 6- MITE TAP R r j ~ ttiNTTE 6" fMITE ___ 'O Zf te• . ' ', ._ " 8- ?fftiTE ttQ••SO• Skfd1 ~ - 70%Rf30- R.. 11i=2S• Nn¦ LINE./ 80w RPY-s 1e• W.. TIM -'701. bI'r6•.a+ ¦ SO ' YELLOW AEFLECTIVE M p- MNflE UDC YELLOW • , WA T UOC fIPU•S RPM'S 20 r +o- 1 G" YELLOW There is fle;d6ility in determining deceleration length Right-ttirnIam tapers and deceleration distances are site specific under free flow or yield conditions. Since in most situations, the right tuna vehicle at an unsignali=d intersection does not need to be scored and can slow down (rather than stop), deceleration distances may be shorter than those used for left turns. This should only be done whets: space is restricted. RECEVED wIONTURN.wpo MAY 12 2005 5 QVWA March PLANNING DEPARTMENT CITY OF CLEARWATER P. 013/014 00.13/014 "JEC-07-2004(TUE) 15;06 8005 DEVELOPMENT GROUP INC. (FRX)7276692915 P. 014/014 12,/A6/2004 12:41 FAX 10014/014 -.. rr ORIGINAL Turn Lane Requirements During Site Construction Turn lanes may be required before. construction of a new development site in order to minimize the impacts of large construction related vehicles going to the site. Discussion of pedestrian and cyclist concerns Right turd lanes can be beneficial or limiting to pedestrians under certain situations. Where there are heavy pedestrian volumes crossing sidewalks-and side streets coupled with heavy automobile traffic, the right turn lane actually gives protection to the pedestrian crossing the driveway or side street because the Tight turn vebicle is in a protective location and does not feel pressure to try to "beatV`the pedestrian to the cross driveway crosswalk. Where the. right turn lane may not be beneficial to the pedestrian is for the pedestrian crossing the main street. The exclusive right turn lane will add over 12 feet of extra pavement for the pedestrian ,crossing the main sweet. The other concern is for bicyclists in areas of exclusive right tarn lanes since all new bicycle paths inMoxida are on the side of the curb lane and follow through signalized and unsignalized -intersections:" Tie provision of a right turn lane puts the cyclist in a position where vehicles are laue).. . passing the cyclist on both sides ton the thin curb lane and on the exclusive right tam. 'Mou .this is tiie correct design to use, tob many of these situations would.not be optimal. A technique used in Portland. Oregon as well as throughout Europa can be used to make auto r u driveas.aware of the shared space. This technique, called "blue bike lanes" has been successfully applied: A. picture of this follows: .. BIKE LAN(-0, BIKE LANG P-0 ;, • • • ... Parldng Or tum lane- -? RE=CEWED MAY 12 2005 PLAt4tjING DEPAER CITY OF CLEWN Draft - cwtiu FDm%R1GHTURf WP0 Marsh 3.2000 mrw%.cevcfg * ORIGINAL MAY 12 2005 OINT PLANNING D MY OF C TYPE PARTMENT WATER SIZE SIZE OF TREE & CLUSTER ONDITION AVE EMOVE TREE VALUE TREE ron4-L. 4583 OAK _ 5 0 2 0 468 / 908 LAUREL OAK 7 7 4 7 36 252 469 / 907 LAUREL OAK 7 7 4 7 36 252 470 / 910 LIVE OAK 29 29 4 29 36 1044 955 OAK 10 10 3 10 0 0 956 OAK 8 8 3 8 24 192 957 OAK 7 7 3 7 24 168 958 OAK 6 6 3 6 24 144 959 OAK 4 4 3 4 24 96 960 OAK 4 4 3 4 24 96 961 OAK 5 5 3 5 24 120 962 OAK 9 9 3 9 24 216 963 OAK 7 7 3 7 24 168 964 OAK 6 6 3 6 24 144 965 OAK 4 4 3 4 24 96 966 OAK 5 5 3 5 24 120 967 OAK 4 4 3 4 24 96 968 OAK 4 4 3 4 24 96 969 OAK 8 8 3 8 24 192 970 OAK 7 7 3 7 24 168 971 OAK 6 6 3 6 24 144 972 OAK 5 5 3 5 24 120 973 OAK 7 7 3 7 24 168 974 OAK 6 6 3 6 24 144 975 OAK 5 5 3 5 0 976 OAK 7 7 3 7 0 977 OAK 5 5 3 4 0 978 OAK 4 4 3 4 24 96 979 OAK 5 5 3 5 24 120 980 OAK 5 5 3 5 24 120 981 OAK 4 4 3 4 24. 96 982 OAK 4 4 3 4 24 96 983 OAK 5 5 3 5 24 120 984 OAK 6 6 3 6 24 144 985 OAK 8 8 3 8 24 192 986 OAK 6 6 3 6 24 144 987 OAK 12 12 3 12 24 288 988 OAK 6 6 3 6 24 144 989 OAK 4,3 4 3 4 24 96 990 OAK 14 14 3 14 24 336 991 OAK 10 10 3 10 24 240 992 OAK 19 0 2 19 0 993 OAK 10 10 3 10 24 240 994 OAK 7 7 3 7 24 168 995 OAK 6 6 3 6 24 - --- 144 - 996 OAK 8,3 8 3 8 24 F 192 -,---,dECHVEDl* 41 ORIGINAL P 91 MAY 2 2 NING DEPA fV O P 5 TMENT A ZE SIZE OF TREE & CLUSTER ONDITION AVE EMOVE TREE VALUE TREE ToTp-c. 997 OAK 13 13 3 13 0 998 OAK _ 4 4 3 4 24 96 999 OAK 4 4 3 4 24 96 1000 OAK 4 4 3 4 24 96 1001 OAK 11 11 3 11 24 264 1002 OAK 5 5 3 5 24 120 1003 OAK 9 9 3 9 24 216 1004 OAK 5 5 3 5 24 120 1005 OAK 8 8 3 8 24 192 1006 OAK 5,6 6 3 6 24 144 1007 OAK 4 4 3 4 24 96 1008 OAK 11 11 3 11 24 264 1009 OAK 7 7 3 7 24 168 1010 OAK 11 11 3 11 0 1011 OAK 7 7 3 7 24 168 1013 OAK 11,4,9 11 3 11 24 264 1014 OAK 6 6 3 6 24 144 1015 OAK 6 6 3 6 24 144 1016 OAK 5 5 3 5 24 120 1017 OAK 8 8 3 8 24 192 1018 OAK 8 8 3 8 24 192 1019 OAK 12 12 3 12 24 288 1020 OAK 9 9 3 9 24 216 1021 OAK 7,7, 7 3 7 24 168 1022 OAK 9 9 3 9 24 216 1023 OAK 11 11 3 11 24 264 1024 OAK 5 5 3 5 24 120 1025 OAK 6 6 3 6 24 144 1026 OAK 6 6 3 6 24 144 1027 OAK 6,9, 9 3 9 24 216 1028 OAK 12 12 3 12 24 288 1029 OAK 10,6 10 3 10 24, 240 1030 OAK 9,6 9 3 9 24 216 1031 OAK 10 10 3 10 24 240 1032 OAK 13 13 3 13 24 312 1033 OAK 6 0 2 0 0 1034 OAK 6 6 3 6 24 144 1035 OAK 13 13 3 13 24 312 1036 OAK 10 10 3 10 24 240 1037 OAK 14 14 3 14 24 336 1038 OAK 5 5 3 5 24 120 1195 OAK 13,14 14 3 14 24 336 1196 OAK 16 0 2 0 0 1197 OAK 4,4 0 2 0 0 1198 OAK 6 0 2 0 0 1199 OAK 8 0 2 0 0 iln 0 RECHAU ..... . - DRIGINA OINT YPE IZE SIZE OF TREE CLUSTER MAY PLANNING CITY OF CONDITION EpART EARWA SAVE EN EMOVE REE VALUE REE _ r,-*L 1200 OAK 6 0 2 0 0 1201 OAK 4 0 2 0 0 1202 OAK 5 0 2 0 0 1203 OAK 6 0 2 0 0 1204 OAK 4_- 0 2 0 0 1205 OAK 4 0 2 0 0 1206 OAK 5,5 0 2 0 0 1208 OAK 4 0 2 0 0 1209 OAK 4 0 2 0 0 1210 OAK 4 0 2 0 0 1211 OAK 6,3 0 2 0 0 1212 OAK 6 0 2 0 0 1213 OAK 5 0 2 0 0 1214 OAK 5 0 2 0 0 1215 OAK 5,9 0 2 0 0 1216 OAK 6 0 2 0 0 1217 OAK 6 0. 2 0 0 1218 OAK 6 0 2 0 0 1219 OAK 5,6, 0 2 0 0 1220 OAK 7 0 2 0 0 1221 OAK 12 0 2 0 0 1224 OAK 4 0 2 0 0 1225 OAK 5 0 2 0 0 1226 OAK 10,14 10 3 10 24 240 1227 OAK 6 0 2 0 0 1229 OAK 4 0 2 0 0 1230 OAK 4 0 2 0 0 1231 OAK 7 0 2 0 0 1232 OAK 6 0 2 0 0 1233 OAK 11 11 3 11 24 264 1234 OAK 7 0 2 0 0 1235 OAK 6 0 2 0 0 1236 OAK 4 4 2 0 0 1237 OAK 5 5 2 0 0 1238 OAK 4 0 2 0 0 1239 OAK 7 7 3 7 24 168 1240 OAK 7 0 2 0 0 1241 OAK 6,8 8 3 8 24 192 1242 OAK 16 16 3 16 24 384 1243 PALM 18 1 PALM 1 1 1 1244 OAK 15 15 3 15 24 360 1245 OAK 9 9 3 9 0 1246 OAK 5 5 3 5 24 120 1247 OAK 12 12 3 12 0 1248 OAK 14 14 3 14 0 1249 OAK 4 4 3 4 24 96 ? RECE114D MAY 12 2005 ORIGIAIA. POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNIN +CRYOF CONDITION DEEP LEAK SAVE ENT TER REMOVE TREE VALUE TREE Tc-15 1250 OAK 5 5 3 5 24 120 1251 OAK 5 5 3 5 0 1252 OAK 9 0 0 0 0 1254 OAK 8 8 3 8 0 1255 OAK 10, 10 3 10 0 1256 OAK 16 16 3 16 0 1258 OAK 7 7 3 7 24 168 1259 OAK 5 5 3 5 24 120 1260 OAK 5 5 3 5 24 120 1404 OAK 5 0 2 5 0 1405 OAK 5 0 2 5 0 1406 OAK 7 0 2 7 0 1407 OAK 15 15 3 15 24 360 1408 OAK 6 6 3 6 24 144 1409 OAK 12,12 12 3 12 24 288 1410 OAK 8,9,11 11 3 11 24 264 1411 OAK 4 0. 2 0 0 1412 OAK 8,11 11 3 11 24 264 1413 OAK 15 15 3 15 24 360 1414 OAK 4 0 2 0 0 1415 OAK 4 0 2 0 0 1416 OAK 4,4 0 2 0 0 1417 OAK 4 4 2 0 0 1418 OAK 5 0 2 0 0 1419 OAK 6,6,6 6 3 6 24 144 1420 OAK 7 0 2 0 0 1421 OAK 9 0 2 0 0 1423 OAK 6 0 2 0 0 1424 OAK 4 0 2 0 0 1425 OAK 5 0 2 0 0 1426 OAK 4,13,13 13 3 13 0 0 1427 OAK 10 10 3 10 24 240 1428 OAK 10 10 3 10 0 0 1429 OAK 4 4 3 4 24 96 1430 OAK 8,9,10 10 3 10 24 240 1431 OAK 5,13 13 3 13 24 312 1432 OAK 12 0 2 0 0 1433 OAK 5 0 2 0 0 1434 OAK 12 12 3 12 24 288 1435 OAK 7 7 3 7 24 168 1436 OAK 7,15,13 15 3 15 24 360 1437 OAK 12 12 3 12 24 288 1438 OAK 12 12 3 12 24 288 1439 OAK 9 9 3 9 24 216 1440 OAK 8 8 3 8 24 192 1441 OAK 12,11 12 3 12 24 288 E RECE*D POINT TYPE SIZE SIZE TREE & CLUSTER PLANNIN ??yQ CONDITIOi? DEP iff MENT y MROVE TREE VALUE TREE -r-oT 1442 OAK 9 9 3 9 24 216 1443 OAK 8 8 3 8 24 192 1444 OAK 12,15 15 3 15 24 360 1445 OAK 12,11 12 3 12 0 1446 OAK 4 4 3 4 0 1447 OAK 10 10 3 10 24 240 1448 OAK 14,9 14 3 14 24 336 1449 OAK 13 13 3 13 24 312 1450 OAK 17 17 3 17 0 1451 OAK 13 0 2 4 0 1452 OAK 4 4 3 9 0 1453 OAK 9 9 3 9 0 1454 OTHER 4 4 3 4 24 96 1455 OAK 7 7 3 7 24 168 1456 OAK 13 13 3 13 24 312 1457 OAK 5 5 3 5 24 120 1458 OTHER 4 4 3 4 24 96 1459 OTHER 7 0 1 7 0 1460 OAK 14 14 3 14 24 336 1461 OAK 11 11 3 11 24 264 1462 OAK 8 0 2 0 0 1463. OAK 4 0 2 .0 0 1464 OAK 28 0 2 0 0 1465 OAK 24 24 3 24 24 576 1466 CAMPHOR 11,1 11 3 11 24 264 1467 CAMPHOR 12,16 16 3 16 24 384 1468 OAK 13 0 2 0 0 1469 CAMPHOR 13 13 3 13. 24 312 1470 CAMPHOR 7 0 2 0 0 1471 CAMPHOR 8 0 2 0 0 1472 OTHER 4 4 3 4 24 96 1473 OTHER 4,7 0 2 0 0 1474 OTHER 7,5,5 0 2 0 0 1475 OTHER 4,4,6 0 2 0 0 1476 OTHER 5 0 2 0 0 1477 OTHER 12 12 3 12 24 288 1478 OAK 16,15 0 2 0 0 1479 CAMPHOR 5 0 2 0 0 1480 CAMPHOR 8,1 0 2 0 0 1481 CAMPHOR 5 0 2 0 0 1482 CAMPHOR 4 0 2 0 0 1483 PALM 16 1 PALM 1 1 1 1484 OTHER 9 0 2 0 0 1485 OTHER 4 0 2 0 0 1486 OTHER 5 0 2 0 0 1487 OAK 4 0 2 0 0 OR/G/A/4L • RECOWD MAY 1 2 7nn5 ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PMNIN CITY OF CONDITION DEP LEAK SAVE ENT ATER REMOVE TREE VALUE TREE T O-TAL 1488 OAK 4 0 2 0 0 1489 PALM 14 1 PALM 1 1 1 1490 OTHER 7 0 2 0 0 1491 CAMPHOR 6 0 2 0 0 1492 CAMPHOR 11,12 12 3 12 24 288 1493 CAMPHOR 4,9 9 3 9 24 216 1494 OAK 13 0 2 0 0 1495 OAK 5 0 2 0 0 1496 CAMPHOR 11,12,24 0 2 0 0 1497 CAMPHOR 12,16 16 3 16 24 384 1498 CAMPHOR 12,17 17 3 17 24 408 1499 CAMPHOR 8 0 2 0 0 1610 OAK 17 17 3 17 24 408 1611 PALM 6 1 PALM 1 1 1 1612 PALM 7 1 PALM 1 1 1 1613 CAMPHOR 11,17 17 3 17 24 408 1614 PALM 10 1 PALM 1 1 1 1615 PALM 11 1 PALM 1 1 1 1616 CITRUS 5 5 3 5 24 120 1617 PALM 6 6 PALM 1 0 1618 OTHER 10 10 3 10 24 240 1619 OTHER 8,22 0 2 0 0 1620 PALM 5 1 PALM 1 1 1 1621 PALM 5 1 PALM 1 1 1 1622 CAMPHOR 6,1 7 3 7 24 168 1623 CAMPHOR 4 4 3 4 24 96 1624 OTHER 19 0 2 0 0 1625 OAK 6 6 3 6 24 144 1626 OAK 7 7 3 7 24 168 1627 CAMPHOR 9 9 3 9 24 216 1628 CAMPHOR 7 0 2 0 0 1629 CAMPHOR 5,9 0 2 0 0 1630 OAK 10,13 13 3 13 24 312 1631 CAMPHOR 9 0 2 0 0 1632 CAMPHOR 8 0 2 0 0 1633 CAMPHOR 8 0 2 0 0 1634 OAK 15 15 3 15 24 360 1635 OAK 17 17 3 17 24 408 1636 CAMPHOR 9 0 2 0 0 1637 OTHER 4 0 2 0 0 1638 OAK 10 10 3 10 24 240 1639 OAK 8 8 3 8 24 192 1640 OAK 7 0 2 0 0 1641 OAK 9 9 3 9 24 216 1642 OAK 5 5 3 5 24 120 1645 OAK 4 0 2 0 0 • RECEIIADORIGINAL ma 1 2 inns POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNING CITV OF CONDITION DEPAR NEAR SAVE MENT WP REMOVE TREE VALUE TREE 160-374-I- 1646 OAK 16 16 3 16 24 384 1647 OAK 5 5 3 5 24 120 1648 OAK 5 5 3 5 24 120 1649 OAK 6 6 3 6 24 144 1650 OAK 5- 5 3 5 24 120 1651 OAK 8 8 3 8 24 192 1652 OAK 9 9 3 9 24 216 1653 CAMPHOR 6 6 3 6 24 144 1654 CAMPHOR 6 6 3 6 24 144 1655 CAMPHOR 8 8 3 8 24 192 1656 OAK 28 28 3 28 24 672 1657 PALM 15 1 PALM 1 1 1 1658 OAK 10 10 3 10 24 240 1659 OTHER 20 0 2 0 0 1660 *CAMPHOR 11 11 3 11 24 264 1661 CAMPHOR 5 0 2 0 0 1662 CAMPHOR 7 0 2 0 0- 1663 CAMPHOR 7 0 2 0 0 1664 CAMPHOR 9 0 2 0 0 1665 CAMPHOR 5 0 2 0 0 1666 CAMPHOR 8 0 2 0 0 1667 CAMPHOR 7 7 2 0 0 1668 OTHER 7 0 2 0 0 1669 PALM 12 1 PALM 1 1 1 1670 CAMPHOR 7 7 3 7 24 168 1671 PALM 14 1 PALM 1 1 1 1672 CAMPHOR 4 0 2 4 0 1673 CAMPHOR 9 9 3 9 24 216 1674 CAMPHOR 17 0 2 0 0 1675 CAMPHOR 8 8 3 8 24 192 1676 CAMPHOR 12,16 16 3 16 24 384 1677 CAMPHOR 4 4 3 4 24 96 1678 CAMPHOR 16 16 3 16 24 384 1682 CAMPHOR 4 0 2 0 0 1683 CAMPHOR 14 14 3 14 24 336 1684 OAK 22 0 2 0 0 1685 OAK 14 14 3 14 24 336 1686 OAK 12 12 3 12 24 288 1687 OTHER 5,6 0 2 0 0 1688 OTHER 5 0 2 0 0 1689 OTHER 5 0 2 0 0 1690 OAK 5 0 2 0 0 1691 OTHER 4,6 0 2 0 0 1692 CAMPHOR 6,8 8 3 8 24 192 1693 CAMPHOR 5 5 3 5 24 120 1694 OAK 24 24 3 24 24 576 ? RECEIVID 0 R I G I NA L POINT TYPE SIZE SIZE OF TREE & CLUSTER PMNIN ?±?y?" CONDITION DEP - ENT MOVE TREE VALUE TREE -T4-L 1695 CAMPHOR 6 6 3 6 24 144 1696 OAK 10 10 3 10 24 240 1697 OAK 22 22 3 22 24 528 1698 OAK 6 6 3 6 24 144 1699 CAMPHOR 8- 8 3 8 24 192 1700 OAK 5 5 3 5 24 120 1701 CITRUS 5 0 0 0 0 1702 OAK 12,13 13 3 13 24 312 1706 OAK 4 4 3 4 24 96 1707 CAMPHOR 7 7 3 7 24 168 1708 OAK 40 0 2 0 0 1709 CAMPHOR 5 5 3 5 24 120 1720 OAK 7,4 7 3 7 0 1721 OAK 7,9 16 3 16 24 384 1722 OAK 10 10 3 10 24 240 1723 OAK 8 8 3 8 24 192 1724 OAK 18 18 3 18 24 432 1725 OAK 17 17 3 17 24 408 1726 OTHER 7 0 2 0 0 1728 CAMPHOR 9,16 16 3 16 0 1729 CAMPHOR 13,17 17 3 17 0 1730 CAMPHOR 6 6 3 6 24 144 1731 CAMPHOR 14,17 17 3 17 24 408 1732 CAMPHOR 19 19 3 19 24 456 1733 OAK 20 20 3 20 0 1735 OAK 6 6 3 6 24 144 1736 OAK 9,16 16 3 16 24 384 1737 OAK 24 24 3 24 24 576 1739 CAMPHOR 4 4 3 4 24 96 1744 CITRUS 8 8 0 0 0 1745 OTHER 4 4 0 0 0 1748 CAMPHOR 6 0 0 0 0 1749 CAMPHOR 10 10 3 10 24 240 1750 CAMPHOR 10 10 3 10 24 240 1751 CAMPHOR 5 5 3 5 24 120 1753 OAK 8 8 3 8 24 192 1754 PALM 8 1 PALM 1 1 1 1755 PALM 5 1 PALM 1 1 1 1756 CAMPHOR 10 10 3 10 24 240 1757 CAMPHOR 10 10 3 10 24 240 1758 OAK 4 4 3 4 24 96 1759 CAMPHOR 5 5 3 5 24 120 1760 OTHER 8,11 11 3 11 24 264 1761 OTHER 4 4 3 4 24 96 1763 PALM 11 1 PALM 1 1 1 1764 PALM 8 1 PALM 1 1 1 ? RECEIVED ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER PLANNIN ?? CONDITION CRY ' DEP Lq S?/ fVIENT EMOVE REE VALUE REE o(¢1? 1765 OTHER 5 5 2 0 0 1766 OTHER 5 5 2 0 0 1767 OTHER 4 0 2 0 0 1768 OTHER 5 0 2 0 0 1769 OTHER 6- 0 2 0 0 1770 PALM 6 1 PALM 1 1 1 1771 PALM 6 1 PALM 1 1 1 1772 CAMPHOR 5 5 3 5 24 120 1773 PALM 8 8 PALM 1 0 1774 OTHER 4 0 2 0 0 1775 OTHER 4 0 2 0 0 1776 OTHER 6 0 2 0 0 1777 PALM 6 1 PALM 1 1 1 1778 CAMPHOR 8 8 3 8 24 192 1779 PALM 6 1 PALM 1 1 1 1780 PALM 5 1 PALM 1 1 1 1781 OTHER 5 5 3 5 24 120 1782 OTHER 6 6 3 6 24 144 1783 CAMPHOR 5 5 3 5 24 120 1784 PALM 5 1 PALM 1 1 1 1785 PALM 9 1 PALM 1 1 1 1786 PALM 11 1 PALM 1 1 1 - 1789 OAK 10 10 3 10 24 246 1790 OAK 10,8 10 3 10 24 240 1791 OAK 5,6 6 3 6 24 144 1792 OAK 5 5 3 5 24 120 1793 OAK 7 7 3 7 24 168 1794 OAK 8 8 3 8 24 192 1795 OAK 10 10 3 10 24 240 1796 OAK 7 7 3 7 24 168 1797 OAK 4 4 3 4 24 96 1798 OAK 4 4 3 4 0 1799 OAK 4 4 3 4 0 1800 OAK 7 7 3 7 0 1801 OAK 7 7 3 7 0 1802 OAK 5 5 3 5 0 1803 OAK 5 5 3 5 0 1804 CAMPHOR 5 5 3 5 0 1805 OAK 4 4 3 4 0 1806 OAK 4 4 3 4 0 1807 OAK 4 4 3 4 0 1808 OAK 4 4 3 4 0 1809 OAK 18 18 3 18 24 432 1810 OAK 28 28 3 28 24 672 1811 OAK 6 6 3 6 0 1812 OAK 6 6 3 6 0 0 RECEI*DORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER M PLMNI CON l? 12 2 G 7DEj 05 j ENT VE TREE VALUE TREE rtf'a Vic, 1813 OAK 4 4 3 4 0 1814 OAK 4 4 3 4 0 1815 OAK 5 5 3 5 0 1816 OAK 5 5 3 5 0 1817 OAK 6- 6 3 6 0 1818 OAK 5 5 3 5 0 1819 OAK 4 4 3 4 0 1820 OAK 6 6 3 6 0 1821 OAK 8 8 3 8 24 192 1822 OAK 7 7 3 7 0 1823 OAK 4 4 3 4 0 1824 CAMPHOR 4 4 3 4 0 1825 OAK 4 4 3 4 0 1826 OAK 7 7 3 7 0 1827 OAK 4 4 3 4 0 1828 OAK 4 4 3 4 0 1829 OAK 7 7 3 7 0 1830 OTHER 4 4 3 4 0 1831 OTHER 4,1 5 3 5 0 1832 OAK 8 8 3 8 24 192 1833 OAK 12 12 3 12 24 288 1834 OAK 12 12 3 12 24 288 1835 OAK 6 6 3 6 24 144 1836 OAK 7 7 3 4 24 168 1837 OAK 4 4 3 4 24 96 1838 OAK 10 10 3 10 24 240 1839 OAK 6 6 3 6 24 144 1840 OAK 10 10 3 10 24 240 1841 OAK 4 4 3 4 24 96 1842 OAK 10 10 3 10 24 240 1843 OAK 10 10 3 10 24 240 1844 OAK 14 14 3 14 24 336 1845 OAK 5 5 3 5 24 120 1846 OAK 10 10 3 10 24 240 1847 OAK 5 5 3 5 24 120 1848 OAK 4 4 3 4 24 96 1849 OAK 7 7 3 7 24 168 1850 OAK 6 6 3 6 24 144 1851 OAK 5 5 3 5 24 120 1852 OAK 6 6 3 6 24 144 1853 OAK 9 9 3 9 24 216 1854 OAK 10 10 3 10 24 240 1855 OAK 6 6 3 6 24 144 1856 OAK 6 6 3 6 24 144 1857 OAK 6 6 3 6 24 144 1858 OAK 4 4 3 4 24 96 10 • RECEIVED 0 R I G I NA L OINT YPE IZE SIZE OF TREE CLUSTER PMN CONDIq 1 EEG DE % . TMENT VE TREE VALUE TREE ©W- 1859 OAK 6 6 3 6 24 144 1860 OAK 6 6 3 6 24 144 1861 OAK 5 5 3 5 24 120 1862 OAK 6 6 3 6 24 144 1863 OAK 5- 5 3 5 24 120 1864 OAK 6 6 3 6 24 144 1865 OAK 4 4 3 4 24 96 1866 OAK 9 9 3 9 24 216 1867 OAK 8 8 3 8 24 192 1868 OAK 10 10 3 10 24 240 1869 OAK 9 9 3 9 24 216 1870 OAK 10 10 3 10 24 240 1871 OAK 10 10 3 10 24 240 1872 OAK 5 5 3 5 24 120 1873 OAK 6 6 3 6 24 144 1874 OAK 7 7 3 7 24 168 1875 OAK 4 4 3 4 24 96 1876 OAK 5 5 3 5 24 120 1877 OAK 7 7 3 7 24 168 1878 OAK 5 5 3 5 24 120 1879 OAK 4 4 3 4 24 96 1880 OAK 8 8 3 8 24 192 1881 MAPLE 4 4 3 4 24 96 1882 OAK 8,1 8 3 8 24 192 1883 OAK 4 4 3 4 24 96 1884 OAK 6 6 3 6 24 144 1885 OAK 6 6 3 6 24 144 1886 OAK 4 4 3 4 24 96 1887 OAK 4 4 3 4 24 96 1888 OAK 11 11 3 11 24 264 1889 OAK 4 4 3 4 24 96 1890 OAK 24 24 3 24 24 576 1891 OAK 7 0 2 0 0 0 1892 CAMPHOR 12 0 2 0 0 0 1893 OAK 4 4 3 4 24 96 1894 CAMPHOR 24 24 3 24 24 576 1895 CAMPHOR 8 8 3 8 24 192 1896 OTHER 4,6 6 3 6 24 144 1897 OAK 8 8 3 8 24 192 1898 CAMPHOR 6 6 3 6 24 144 1899 OAK 7 7 3 7 24 168 1900 OAK 10 10 3 3 24 240 1947 OAK 4 4 3 4 0 1948 OAK 4 4 3 4 24 96 1949 OAK 5 5 3 5 24 120 1950 OAK 4 4 3 4 24 96 11 0 RECE*E[:PRIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER M PLMNI CONDI Y 12 41(G; DEP 005 MENT VE TREE VALUE TREE fe-TAIL 1951 OAK 4 4 3 4 24 96 1952 OAK 6 6 3 6 24 144 1953 OAK 5,7 7 3 7 24 168 1954 OAK 5,1 5 3 5 24 120 1955 OAK 6,3 , 6 3 6 24 144 1956 OAK 8 8 3 8 24 192 1957 OAK 6 6 3 6 24 144 1958 OAK 9 9 3 9 24 216 1959 OAK 6 6 3 6 24 144 1960 OAK 16 16 3 16 24 384 1961 OAK 10 10 3 10 24 240 1963 OAK 6 6 3 6 24 144 1964 OAK 5 5 3 5 24 120 1965 OAK 9 9 3 9 0 1966 OAK 8 8 3 8 0 1967 OAK 4 4 3 4 0 1968 OAK 5 5- 3 5 0 1969 OAK 5 5 3 5 0 1972 OAK 9 9 3 9 24 216 1973 OAK 12 12 3 12 0 1974 CAMPHOR 14 0 2 0 0 1975 OAK 10 10 3 10 0 1978 OTHER 5,6,6, 6 3 6 24 144 1979 OAK 8 8 3 8 24 192 1980 OTHER 5,7 7 3 7 24 168 1981 OTHER 5 5 3 5 24 120 1983 OTHER 5 5 3 5 24 120 1984 OTHER 7 7 3 7 0 1985 OTHER 4 4 3 4 24 96 1986 OAK 5 5 3 5 24 120 1987 OTHER 5 5 3 5 24 120 1988 OTHER 4,4,5, 5 3 5 24 120 1989 OAK 5 5 3 5 0 1991 OAK 4 4 3 4 0 1992 OTHER 6 6 3 6 0 1993 OTHER 4 4 3 4 0 1994 OAK 4 4 3 4 0 1995 OAK 7 7 3 7 0 1996 OAK 4 4 3 4 24 96 1997 OAK 9 9 3 9 24 216 1998 OAK 7,3 7 3 7 24 168 1999 OAK 7 7 3 7 24 168 2000 OAK 6 6 3 6 24 144 2001 OAK 4 4 3 4 24 96 2002 OAK 5 5 3 5 24 120 2003 OAK 4 4 3 4 24 96 12 • RECEIVED ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER MA PLANNI ?y p CONDOTOY 1 4, It G DEP ?p SC ER UJ INTENT EEOVE TREE VALUE TREE fr 2004 OAK 9 9 3 9 24 216 2005 OAK 4 4 3 4 24 96 2006 OAK 8 8 3 8 24 192 2007 OAK 4 4 3 4 24 96 2008 OAK 6- 6 3 6 24 144 2009 OAK 4 4 3 4 24 96 2010 OAK 6 6 3 6 24 144 2011 OAK 14 14 3 14 24 336 2012 OAK 17 17 3 17 24 408 2143 OAK 27 27 3 27 24 648 2144 CAMPHOR 10,10,14 0 2 0 0 2157 OTHER 17 0 2 0 0 2169 OTHER 8 8 2 0 0 2170 OTHER 6 0 2 0 0 2171 OAK 5,7 7 3 7 24 168 2172 OAK 6 6 3 6 24 144 2173 OAK 7,8 8 3 8 24 192 2174 OTHER 8,9 0 2 0 0 0 2175 OAK 9 9 3 9 24 216 2176 OAK 8 8 3 8 24 192 2178 OAK 4,5,7 7 3 7 24 168 2179 OAK 5 5 3 5 24 120 2180 OAK 5 5 3 5 24 120 2181 OAK 4 4 3 4 24 96 2182 OTHER 4 0 2 0 0 0 2183 OAK 4,8 8 3 8 24 192 2184 OAK 5 5 3 5 24 120 2185 OAK 5,5,6 6 3 6 24 144 2188 OAK 7 7 3 7 24 168 2189 OAK 5 5 3 5 24 120 2190 OAK 8 8 3 8 24 192 2191 OAK 4,4 4 3 4 24 96 2192 OAK 8 8 3 8 24 192 2193 OAK 4 4 3 4 24 96 2194 OAK 5 5 3 5 24 120 2195 OAK 5 5 3 5 24 120 2196 OAK 10,12 12 3 12 0 2197 OAK 11 11 3 11 0 2198 OAK 7 7 3 7 24 168 2199 OAK 12 12 3 12 24 288 2200 OAK 5,5, 5 3 5 24 120 2201 OAK 8 8 3 8 24 192 2202 OAK 11 11 3 11 24 264 2203 OAK 4,7 7 3 7 24 168 2204 OAK 6 0 2 0 0 2205 OAK 8 0 1 0 0 13 • RECEIAD ORIGINAL • n www?. OINT YPE IZE SI ZE OF TREE & CUSTR PMNIN CON`I & DEP j MENT MOVE REE VALUE REE Ta 2206 OAK 8 0 2 0 0 2207 OAK 6 6 3 6 24 144 2208 OAK 12 12 3 12 24 288 2209 OAK 8,8 8 3 8 24 192 2210 OAK 7- 7 3 7 24 168 2211 OAK 6 6 3 6 24 144 2212 OAK 4 4 3 4 24 96 2213 OAK 5 5 3 5 24 120 2214 OAK 5,6, 6 3 6 24 144 2215 OAK 9 9 3 9 24 216 2216 OAK 4,4 4 3 4 24 96 2217 OAK 4 4 3 4 24 96 2218 OAK 4 4 3 4 24 96 2219 OAK 6,1 6 3 6 24 144 2220 OAK 6 6 3 6 24 144 2221 OAK 7 7 3 7 24 168 2222 OAK 4 4 3 4 24 96 2223 OAK 8 8 3 8 24 192 2224 OAK 6,1 6 3 6 24 144 2225 OAK 4,7 7 3 7 24 168 2226 OAK 11 11 3 11 24 264 2227 OAK 4 4 3 4 0 0 2228 OAK 10 10 3 10 24 240 2229 OAK 6 6 3 6 24 144 2230 OAK 4 4 3 4 24 96 2231 OAK 5 5 3 5 24 120 2232 PINE 4 4 3 4 24 96 2233 OAK 4,4,5 5 3 5 24 120 2234 OAK 4 4 3 4 24 96 2235 OAK 7 7 3 7 24 168 2236 OAK 6 6 3 6 24 144 2237 OAK 9 9 3 9 24 216 2238 OAK 6 6 3 6 24 144 2239 OAK 12 12 3 12 24 288 2240 OAK 5 5 3 5 24 120 2241 OAK 10 10 3 10 24 240 2242 OAK 6 6 3 6 24 144 2243 OAK 7 7 3 7 24 168 2244 OAK 4 4 3 4 24 96 2245 OAK 6 6 3 6 24 144 2246 OAK 6 6 3 6 24 144 2247 OAK 8 8 3. 8 24 192 2248 OAK 4 4 3 4 24 96 2249 OAK 10,12 12 3 12 24 288 2250 OAK 7 7 3 7 24 168 2251 OAK 5 5 3 5 24 120 14 t RECENED ORIGINAL unv i z ems POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNIN CRY O CONDITION G", DEP CLEAR SAVE TMENT ATER REMOVE TREE VALUE TREE -'-f0- 2252 OAK 5 5 3 5 24 120 2253 OAK 5 5 3 5 24 120 2254 OAK 6 6 3 6 24 144 2256 OAK 20 20 3 20 0 2257 OAK 8- 8 3 8 24 192 2258 OAK 5,9,14 14 3 14 24 336 2259 OAK 13 13 3 13 24 312 2260 OAK 10 10 3 10 24 240 2261 OAK 6 6 3 6 24 144 2262 OAK 12 12 3 12 24 288 2263 OAK 15 15 3 15 24 360 2264 OAK 5 5 3 5 24 120 2265 OAK 4,4 4 3 4 24 96 2266 OAK 4 4 3 4 24 96 2267 OAK 4 4 3 4 24 96 2268 OAK 4 4 3 4 24 96 2269 OAK 4 4 3 4 24 96 2270 OAK 5 5 3 5 24 120 2271 OAK 5 5 3 5 24 120 2272 OAK 4 4 3 4 24 96 2273 OAK 6 6 3 6 24 144 2274 OAK 5,5,6, 6 3 6 24 144 2300 OAK 7 7 3 7 24 168 2301 OAK 8 8 3 8 24 192 2302 OAK 8 8 3 8 24 192 2303 OAK 5 5 3 5 24 120 2304 OAK 11 11 3 11 24 264 2305 OAK 4 4 3 4 24 96 2306 OAK 5 5 3 5 24 120 2307 OAK 6 6 3 6 24 144 2308 OAK 8 8 3 8 24 192 2309 OAK 9 9 3 9 24 216 2310 OAK 10,10,12 12 3 12 24 288 2311 OAK 4,6 6 3 6 24 144 2312 OAK 4 4 3 4 24 96 2313 OAK 8 8 3 8 24 192 2314 OAK 4 4 3 4 24 96 2315 OAK 4,5,7 7 3 7 24 168 2316 OAK 4 4 3 4 24 96 2317 OAK 4 4 3 4 24 96 2318 OAK 5 5 3 5 24 120 2319 OAK 4 4 3 4 24 96 2320 OAK 4 4 3 4 24 96 2321 OAK 4 4 3 4 24 96 2322 OAK 4 4 3 4 24 96 2323 OAK 6 6 3 6 24 144 15 0 RECEAD ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER MAT PLANNIN ?y CONS1TION'Q I r, LU DEPAR ' ? MENT MOVE TREE , VALUE TREE T?/, 2324 OAK 6 6 3 6 24 144 2325 OAK 5 5 3 5 24 120 2326 OAK 5 5 3 5 24 120 2327 OAK 6 6 3 6 24 144 2328 OAK 4- 4 3 4 24 96 2329 OAK 4 4 3 4 24 96 2330 OAK 13 13 3 13 24 312 4001 OAK 4 4 3 4 24 96 4002 OAK 8 8 3 8 24 192 4003 OAK 4 4 3 4 24 96 4016 OAK 4 4 3 4 24 96 4018 OAK 8 8 3 8 24 192 4019 OAK 4 4 3 4 24 96 4030 OAK 5 5 3 5 24 120 4031 CAMPHOR 6 6 3 6 24 144 4032 OAK 8 8 3 8 24 192 4033 OAK 5 5 3 5 0 4034 OAK 12 12 3 12 0 4035 OAK 5 5 3 5 24 120 4036 OAK 5 5 3 5 24 120 4037 OAK 6 6 3 6 24 144 4038 OAK 6 6 3 6 24 144 4039 OAK 9 9 3 9 24 216 4040 OAK 5 5 3 5 0 4041 OAK 5 5 3 5 24 120 4042 CAMPHOR 9 9 3 9 24 216 4043 CAMPHOR 6 6 3 6 24 144 4044 CAMPHOR 7 7 3 7 24 168 4045 CAMPHOR 6,6 6 3 6 24 144 4046 OAK 9 9 3 9 24 216 4047 OAK 8 8 3 8 24 192 4048 OAK 5 5 3 5 0 4049 OAK 9 9 3 9 0 4050 OAK 6 6 3 6 0 4051 OAK 14 14 3 14 24 336 4052 OAK 7 7 3 7 24 168 4053 OAK 8 8 3 8 24 192 4054 CAMPHOR 7,8 8 3 8 24 192 4055 CAMPHOR 7 7 3 7 24 168 4056 EAR 15,15 0 0 0 0 4057 EAR 14,15,20 0 0 0 0 4058 OTHER 5 5 0 0 0 4059 OAK 5 5 3 5 24 120 4060 OAK 8 8 3 8 24 192 4061 OAK 9 9 3 9 24 216 4062 OTHER 5 0 1 0 0 16 RECE116D ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER MAY PLANNIN CONI$W 1 4 i DEP $" = TMENT MOVE TREE VALUE TREE 4063 OAK 5 5 3 5 24 120 4064 OAK 4 4 3 4 24 96 4065 OAK 12 12 3 12 24 288 4066 OAK 5 5 3 5 24 120 4067 OAK 8- 8 3 8 24 192 4068 OAK 7 7 3 7 24 168 4069 OAK 6 6 3 6 24 144 4070 OAK 11 11 3 11 24 264 4071 OAK 8 8 3 8 24 192 4072 OAK 17 17 3 17 24 408 4073 OAK 7 7 3 7 24 168 4074 OAK 4 4 3 4 24 96 4075 OAK 5 5 3 5 24 120 4076 OAK 7 7 3 7 24 168 4077 OAK 7 0 2 0 0 4078 OAK 6 6 3 6 24 144 4079 OAK 12 12 3 12 24 288 4080 OTHER 5 0 1 0 0 4081 OAK 8 8 3 8 24 192 4082 OTHER 4 0 2 0 0 4083 OAK 5 5 3 5 24 120 4084 OAK 5 5 3 5 24 120 4085 OAK 5 5 3 5 24 120 4086 OAK 9 9 3 9 24 216 4087 OAK 5 5 3 5 24 120 4088 OAK 7 7 3 7 24 168 4089 OAK 6 6 3 6 24 144 4090 OTHER 5,5 0 1 0 0 4091 OAK 8,7 7 3 7 24 168 4099 OAK 4 4 3 4 24 96 4100 OAK 5 5 3 5 24 120 4101 OAK 13 13 3 13 24 312 4102 OAK 8 8 3 8 24 192 4103 OAK 8 8 3 8 24 192 4104 OAK 4 4 3 4 24 96 4105 CAMPHOR 5 5 3 5 24 120 4106 OAK 7 7 3 7 24 168 4107 OAK 4 4 3 4 24 96 4108 OAK 4 4 3 4 24 96 4109 OAK 4 4 3 4 24 96 4110 OAK 5 5 3 5 24 120 4113 OAK 14 14 3 14 24 336 4114 OAK 7 7 3 7 24 168 4115 OAK 4 4 3 4 24 96 4116 OAK 5 5 3 5 24 120 4117 OAK 5 5 3 5 24 120 17 • RECHW=D ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER MAT PLANNIN CONDI`TIOW I e. U G' DEPAR R J3 TMENT ROVE TREE VALUE TREE T77V- 4118 OAK 8,4 8 3 8 24 192 4119 OAK 7 7 3 7 24 168 4120 OAK 6 6 3 6 0 4121 OAK 12 0 2 0 0 4122 OAK 8- 8 3 8 24 192 4123 OAK 6 6 3 6 24 144 4124 OAK 6 6 3 6 24 144 4125 OAK . 14 14 3 14 24 336 4126 OAK 7 7 3 7 24 168 4127 OAK 6 6 3 6 24 144 4128 OAK 7 7 3 7 0 4129 OAK 9 9 3 9 0 4130 OAK 6 6 3 6 24 144 4131 OAK 6 6 3 6 24 144 4132 OAK 10 10 3 10 24 240 4133 OAK 11 11 3 11 24 264 4134 OAK 9 9 3 9 24 216 4135 OAK 9 9 3 9 24 216 4136 OAK 12 12 3 12 24 288 4137 OAK 7 7 3 7 24 168 4138 OAK 13 13 2 0 0 4139 OAK 7 7 3 7 24 168 4140 OAK 6 6 3 6 24 144 4141 CAMPHOR 16 0 2 0 0 4142 OAK 7 7 3 7 24 168 4143 OAK 7 7 3 7 24 168 4144 OAK 13 13 3 13 24 312 4145 OAK 6 6 3 6 24 144 4146 OAK 5 5 3 5 24 120 4148 OAK 5,8 5 3 5 24 120 4150 OAK 9 9 3 9 24 216 4151 OAK 5 5 3 5 24 120 4152 OAK 7 7 3 7 24 168 4153 OAK 7 7 3 7 24 168 4154 OAK 4 4 3 4 24 96 4155 OAK 6 6 3 6 24 144 4156 OAK 5 5 3 5 24 120 4157 OAK 11 11 3 11 24 264 4158 OAK 7 7 3 7 0 4159 OAK 7 7 3 7 0 - 4160 OAK 7 7 3 7 24 16F 4161 OAK 9,14 14 3 14 24 336 4162 OAK 5 5 3 5 24 120 4163 OAK 7 7 3 7 24 168 4164 OAK 5 5 3 5 24 120 4165 CAMPHOR 18 18 3 18 24 432 18 • RECEI*D ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER pLANNIN 4N N CONDITION DEP $MJM ENT %JkVE TREE VALUE , TREE 4166 OAK 6 6 3 6 24 144 4167 OAK 6 6 3 6 24 144 4168 OAK 6 6 3 6 24 144 4169 OAK 6 6 3 6 24 144 4170 OAK 6- 6 3 6 24 144 4171 OAK 7 7 3 7 24 168 4172 OAK 5 5 3 5 24 120 4173 OAK 9,7 9 3 9 24 216 4174 OAK 7,4 7 3 7 24 168 4175 OAK 9 9 3 9 24 216 4176 OAK 8 8 3 8 24 192 4177 OAK 24 24 3 24 24 576 4178 OAK 6 6 3 6 0 4179 OAK 6 6 3 6 24 144 4180 OAK 6 6 3 6 24 144 4181 OAK 8,4 8 3 8 24 192 4182 OAK 10 10 3 10 24 240 4183 OAK 7 7 3 7 24 168 4184 OAK 11,11 11 3 11 24 264 4185 OAK 5 5 3 5 24 120 4186 OAK 5 5 3 5 24 120 4187 OAK 6,11 11 3 11 24 264 4188 OAK 7 7 3 7 24 168 4189 OAK 6 6 3 6 24 144 4190 OAK 9 0 2 0 0 4191 OAK 7 0 2 0 0 4192 OAK 5 5 3 5 24 120 4193 OAK 6 6 3 6 24 144 4194 OAK 9 9 3 9 24 216 4195 OAK 4 4 3 4 24 96 4196 OAK 7,7 7 3 7 24 168 4197 OAK 4 4 3 4 24 96 4198 OAK 6 6 3 6 24 144 4199 OAK 8 8 3 8 24 192 4200 OAK 4 0 1 0 0 4201 CHINABERRY 5 0 0 0 0 4202 OAK 4 4 3 4 24 96 4203 OAK 4 4 3 4 24 96 4204 OAK 6 6 3 6 24 144 4205 OAK 6 6 3 6 24 144 4206 OAK 7 7 3 7 24 168 4207 OAK 10 10 3 10 24 240 4208 OAK 12 12 3 12 24 288 4209 OAK 9 9 3 9 24 216 4210 OAK 9 9 3 9 24 216 4211 OAK 6 6 3 6 24 144 19 • RECEIVED ORIGINAL OINT YPE IZE SIZE OF TREE CLUSTER M PtANNI CONDITI AY 12 G DER dA 1005 ENT glibVE TREE VALUE TREE 4212 OAK 6 6 3 6 24 144 4213 OAK 10 10 3 10 24 240 4214 OAK 4 4 3 4 24 96 4215 OAK 4 4 3 4 24 96 4216 OAK 4- 4 3 4 24 96 4217 OAK 6,6,5 6 3 6 24 144 4218 OAK 5 5 3 5 24 120 4219 OAK 7 7 3 7 24 168 4220 OAK 8 8 3 8 24 192 4221 OAK 4 4 3 4 24 96 4222 OAK 5 5 3 5 24 120 4223 OAK 4 4 3 4 24 96 4224 OAK 7 7 3 7 24 168 4225 OAK 7 7 3 7 24 168 4226 OAK 6 6 3 6 24 144 4227 OAK 5 5 3 5 24 120 4228 OAK 12,9 12 3 12 0 4229 OAK 7 7 3 7 0 4230 OAK 5 5 3 5 0 4231 OAK 11,1 12 3 12 0 4232 OAK 4 4 3 4 24 96 4233 OAK 5 5 3 5 0 4234 OAK 6 6 3 6 0 4235 OAK 11 11 3 11 0 4236 OAK 6 6 3 6 24 144 4237 OAK 6 6 3 6 24 144 4238 OAK 7,7 7 3 7 24 168 4239 OAK 8 8 3 8 24 192 4240 OAK 7 7 3 7 0 4241 OAK 9 9 3 9 24 216 4242 OAK 8 8 3 8 24 192 4243 OAK 13 13 3 13 0 4244 OAK 4 4 3 4 24 96 4245 OAK 5 5 3 5 24 120 4246 OAK 5,7 7 3 7 24 168 4247 OAK 4 4 3 4 0 4248 OAK 5 5 3 5 24 120 4249 OAK 5 5 3 5 24 120 4250 OAK 6,4 6 3 6 0 4251 OAK 6 6 3 6 24 144 4252 OAK 4 4 3 4 24 96 4253 OAK 8 8 3 8 24 192 4254 OAK 5 5 3 5 0 4255 OAK 8 8 3 8 0 4256 OAK 4 4 3 4 0- 4257 OAK 7 7 3 7 0 20 RECH MAY 1 2 mns; ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLMNIN GITYO CONDITION jEPA C SAVE AM REMOVE TREE VALUE TREE -fioT 4258 OAK 6,5 6 3 6 24 144 4259 OAK - 4 4 3 4 24 96 4260 OAK 7 7 3 7 24 168 4261 OAK 7 7 3 7 24 168 4262 OAK 4- 4 3 4 24 96 4263 OAK 4 4 3 4 24 96 4264 OAK 5 5 3 5 24 120 4265 OAK 7,4 7 3 7 24 168 4266 OAK 8 8 3 8 0 4267 OAK 4 4 3 4 24 96 4268 OAK 5 5 3 5 24 120 4269 OAK 4 4 3 4 0 4270 OAK 4 4 3 4 0 4271 OAK 4 4 3 4 0 4272 OAK 4 4 3 4 0 4273 CAMPHOR 4 4 3 4 0 4274 OAK 27 27 3 27 24 648 4275 OAK 26 26 3 26 24 624 4277 OTHER 6 0 1 0 0 4278 OTHER 5 0 1 0 0 4279 OTHER 5 0 1 0 0 4280 CAMPHOR 15 0 1 0 0 4281 OAK 5 5 3 5 24 120 4282 OAK 8 8 3 8 24 192 4283 OTHER 10 10 3 10 24 240 4284 OTHER 4 0 1 0 0 4285 OTHER 8,6 0 1 0 0 4286 OTHER 4 0 1 0 0 4287 OTHER 616 0 1 0 0 4288 OAK 4 4 3 4 24 96 4289 OAK- 4 4 3 4 24 96 4290 OAK 4 4 3 4 24 96 4291 OAK 15 15 3 15 24 360 4292 OAK 4 4 3 4 24 96 4293 CAMPHOR 16,8 16 3 16 0 4294 OAK 5 5 3 5 0 4295 OAK 5 5 3 5 0 4296 OAK 15 15 3 15 0 4297 CAMPHOR 5,4,4 5 3 5 24 120 4298 OAK 5 5 3 5 0 4299 OAK 5 5 3 5 0 4300 OTHER 17 17 3 17 0 4301 OAK 7 7 3 7 24 168 4302 OAK 8 8 3 8 24 192 4303 OAK 10 10 3 10 24 240 4304 OAK 10 10 3 10 0 21 • RECEIVED ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER MAY PLANNING COk I 12 1 5 EPART t§A ENT Tk?MOVE TREE VALUE TREE 4305 OAK 8 8 3 8 24 192 4306 OAK 12 12 3 12 24 288 4307 OAK 10 10 3 10 24 240 4310 OAK 4 4 3 4 24 96 4311 OAK 5- 5 3 5 24 120 -- 4312 OAK 6 6 3 6 24 14T 4313 OAK 18 18 3 18 0 4314 OAK 9 9 3 9 24 216 4315 OAK 6 6 3 6 24 144 4316 OAK 12 12 3 12 0 4317 OAK 7 7 3 7 24 168 4318 OAK 8 8 3 8 24 192 4319 OTHER 22 0 2 0 0 4320 OAK 9 9 2 0 0 4321 OTHER 24 24 2 0 0 4322 OAK 9 9 3 9 24 216 4323 OAK 7 7 3 7 24 168 4324 OTHER 7 7 3 7 24 168 4325 OAK 11 11 3 11 24 264 4326 OAK 15 15 3 15 24 360 4327 OAK 10 0 2 0 0 4328 OAK 8 8 3 8 24 192 4329 OAK 12 12 3 12 24 288 4330 OAK 11,6 11 3 11 24 264 4331 OAK 5 5 3 5 24 120 4332 OAK 11 11 3 11 24 264 4333 OAK 5 5 3 5 24 120 4334 OAK 9 9 3 9 24 216 4349 OAK 9 9 3 9 0 4350 OAK 9,11 11 3 11 24 264 4351 OAK 4,8 8 3 8 24 192 4352 OAK 14,6 14 3 14 24 336 4353 OAK 7,6 7 3 7 24 168 4354 OAK 5 5 3 5 24 120 4355 PINE 4 4 3 4 24 96 4356 OAK 4 4 3 4 24 96 4357 OAK 6,6 6 3 6 0 4358 OAK 4 4 3 4 24 96 4359 OAK 7 7 3 7 24 168 4360 OAK 7 7 3 7 24 168 4361 OAK 5 5 3 5 24 120 4362 OAK 5 5 3 5 24 120 4363 OAK 5 5 3 5 24 120 4364 OAK 7 7 3 7 24 168 4365 OAK 6 6 3 6 24 144 4366 OAK 5 5 3 5 24 120 22 • QDECE0VIPDD OR I GINAI OINT YPE IZE SIZE OF TREE & CLUSTER ?G COI WON ti U t. AVE 7 ???MOVE TREE VALUE TREE p 4367 OAK 18 18 3 18 24 432 4368 OAK 13 13 3 13 24 312 4369 OAK 17 17 3 17 24 408 4370 OAK 6 6 3 6 24 144 4371 OAK 5- 5 3 5 24 120 4372 OAK 12 12 3 12 24 288 4373 OAK 5 5 3 5 24 120 4374 OAK 21 21 3 21 24 504 4375 OAK 12 12 3 12 24 288 4376 OAK 16,4 16 3 16 24 384 4377 OAK 9 9 3 9 24 216 4378 OAK 9 9 3 9 24 216 4379 OAK 6 6 3 6 24 144 4380 OAK 4 4 3 4 24 96 4381 OAK 16 0 1 0 0 0 4382 OAK 8,9 9 3 9 24 216 4383 OAK 8 8 3 8 24 192 4384 OAK 8 8 3 8 24 192 4385 OAK 18,6 18 3 18 24 432 4386 OAK 7 7 3 7 24 168 4387 OAK 6 6 3 6 24 144 4388 OAK 5,4 5 3 5 24 120 4389 OAK 7 7 3 7 0 4390 OAK 9 9 3 9 0 4391 OAK 7 7 3 7 24 168 4392 OAK 6 6 3 6 0 4393 OAK 5,8 8 3 8 0 4394 OAK 5,8 8 3 8 0 4395 OAK 5,9,6 9 3 9 0 4396 OAK 6,10,13 13 3 13 24 312 4397 OAK 4 4 3 4 0 4398 OAK 4 4 3 4 0 4399 OAK 9 9 3 9 24 216 4400 OAK 6,8,9 9 3 9 24 216 4403 OAK 5 5 3 5 24 120 4404 OAK 12 12 3 12 24 288 4405 OAK 15 15 3 15 24 360 4406 OAK 10 10 3 10 24 240 4407 OAK 4 4 3 4 24 96 4408 OAK 10 10 3 10 24 240 4409 OAK 8 8 3 8 24 192 4410 OAK 8 8 3 8 24 192 4411 OAK 20 20 3 20 24 480 4412 OAK 10 10 3 10 24 240 4413 OAK 6 6 3 6 24 144 4414 OAK 4 4 3 4 24 96 23 • RECEIVE MAY 1 9 9nng ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNING CITV Or r- CONDITION DEPAPTU ? a v,A. ? SAVE Phl't REMOVE TREE VALUE TREE p 4415 OAK 7 7 3 7 24 168 4416 OAK 8,7 8 3 8 24 192 4417 OAK 8,4 8 3 8 24 192 4418 OAK 5 5 3 5 24 120 4419 OAK 19- - 19 3 19 24 456 4420 OAK 4 4 3 4 24 96 4421 OAK 4 4 3 4 24 96 4422 OAK 48,15,7 48 3 48 0 4423 OAK 6 6 3 6 0 4424 OAK 18,6 18 3 18 24 432 4425 OAK 6 6 3 6 0 4426 OAK 4 4 3 4 24 96 4427 OAK 16 16 3 16 0 4428 OAK 5 5 3 5 0 4429 OAK 6 6 3 6 24 144 4430 CHINABERRY 4 4 0 0 0 4431 OAK 11,13 13- 3 13 0 4432 OTHER 8 8 3 8 0 4433 OAK 7 7 3 7 24 168 4434 OAK 5 5 3 5 24 120 4435 OAK 15 15 3 15 24 360 4436 OAK 13,12,9 13 3 13 24 312 4437 OAK 7 7 3 7 24 168 4438 OAK 12 12 3 12 24 288 4439 OAK 5 5 3 5 24 120 4440 CAMPHOR 12,12,19 19 3 19 24 456 4441 OAK 9 9 3 9 24 216 4442 OAK 5 5 3 5 24 120 4443 OAK 12 12 3 12 24 288 4444 OAK 6 6 3 6 24 144 4445 OAK 12 12 3 12 24 288 4446 OAK 8 8 3 8 24 192 4447 OAK 7,5 12 3 12 24 288 4448 OAK 4,10,18 18 3 18 24 432 4449 OAK 12,15,16 16 3 16 24 384 4450 OAK 8,4 8 3 8 24 192 4451 OAK 4 4 3 4 24 96 4452 OAK 20 20 3 20 24 480 4453 OAK 10 10 3 10 24 240 4454 OAK 6,5 6 3 6 24 144 4455 OAK 8 8 3 8 24 192 4456 OAK 16 16 3 16 24 384 4457 OAK 22 22 3 0 22 24 528 4458 OAK 6,1 6 3 6 24 144 4459 OAK 6,7 7 3 7 24 168 4460 OAK 5,5, 5 3 5 24 120 24 r? ?J RE CEIIRD oRiG inI n, POINT TYPE SIZE SIZE OF TREE CLUSTER PANNING CO?ITfO DEP ENT MOVE TREE VALUE TREE 4461 OAK 6 6 3 6 24 144 4462 OAK 7 7 3 7 24 168 4463 OAK 5,6 6 3 6 0 4464 OAK 5,5, 5 3 5 24 120 4465 OAK 5- 5 3 5 24 120 4466 OAK 7 7 3 7 24 168 4469 OAK 11 11 3 11 0 4470 OAK 8 8 3 8 0 4471 OAK 8,8,7 8 3 8 0 4472 OAK 13 13 3 13 0 4473 OAK 6 6 3 6 24 144 4474 OAK 7 7 3 7 0 4475 OAK 5 5 3 0 5 24 120 4476 OAK 4 4 3 4 24 96 4477 OAK 5 5 3 5 24 120 4478 OAK 7 7 3 0 7 24 168 4479 OAK 11 11 3 11 0 4480 OAK 30,24 30 3 30 24 720 4481 OAK 7 7 3 7 24 168 4482 PALM 16 1 PALM 1 24 24 4483 OAK 5 5 3 5 0 4484 OAK 7 7 3 7 0 4485 OAK 11 11 3 11 0 4486 OAK 4 4 3 4 0 4487 OAK 5 5 3 5 0 4488 OAK 17 17 3 17 0 4489 OAK 9,7 7 3 7 24 168 4490 OAK 9 9 3 9 24 216 4491 OAK 11 11 3 11 24 264 4492 OAK 7 7 3 7 24 168 4493 OAK 7 7 3 7 24 168 4494 OAK 5 5 3 5 24 120 4495 OAK 15,9 15 3 15 24 360 4496 OAK 5 5 3 5 24 120 4497 OAK 5 5 3 5 24 120 4498 OAK 7,12 12 3 12 24 288 4499 OAK 4,10,5 10 3 10 24 240 4500 OAK 7 7 3 7 24 168 4501 OAK 7 7 3 7 24 168 4502 OAK 6 6 3 6 24 144 4503 OAK 17 17 3 17 0 4504 OAK 6 6 3 6 0 0 4507 OAK 17 17 3 17 24 408 4508 OAK 7 7 3 7 24 168 4509 OAK 5 5 3 5 0 0 4510 OAK 5 5 3 5 24 120 25 • RECEIVED M.V 19 ,nn. ORIGINAI POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNI CITY O CONDITION DEP CLEAR SAVE ENT ATER REMOVE TREE VALU TREE E 4511 OAK 13 13 3 13 24 312 4512 OAK 28 28 3 28 24 672 4513 OAK 6 6 3 6 24 144 4514 OAK 15 15 3 15 24 360 4515 OAK 6- 6 3 6 24 144 4516 OAK 6 6 3 6 24 144 4517 OAK 19 19 3 19 24 456 4518 OAK 12,8 12 3 12 24 288 4519 OAK 8 8 3 8 24 192 4520 OAK 7 7 3 7 24 168 4521 OAK 7 7 3 7 24 168 4522 OAK 6,7,8,15 15 3 15 24 360 4523 OAK 8 8 3 8 24 192 4524 OAK 9,4,4 9 3 9 24 216 4525 OAK 28 28 3 28 24 672 4526 OAK 8 8 3 8 24 192 4527 OAK 6 6 3 6 24 144 4528 OAK 6 6 3 6 24 144 4529 OAK 4 4 3 4 24 96 4530 OAK 6 6 3 6 24 144 4531 OAK 7 7 3 7 24 168 4534 OAK 5 5 3 5 24 120 4535 OAK 7 7 3 7 24 168 4536 OAK 9 9 3 9 24 216 4537 OAK 7 7 3 7 24 168 4538 OAK 7 7 3 7 24 168 4539 OAK 7,5 7 3 7 24 168 4540 OAK 6 6 3 6 24 144 4541 OAK 8 8 3 8 24 192 4542 OAK 5 5 3 5 24 120 4543 OAK 5,11 11 3 11 24 264 4544 OAK 5 5 3 5 24 120 4545 OAK 6 6 3 6 24 144 4546 OAK 5 5 3 5 24 120 4547 OAK 10 10 3 10 24 240 4548 OAK 9 9 3 9 24 216 4549 OAK 7 7 3 7 24 168 4550 OAK 4 4 3 4 24 96 4551 OAK 4 4 3 4 24 96 4552 OAK 5 5 3 5 24 120 4553 OAK 9 9 3 9 24 216 4554 OAK 5 5 3 5 24 120 4555 OAK 8 8 3 8 24 192 4556 OAK 5,8 8 3 8 24 192 4557 OAK 5 5 3 5 24 120 4558 OAK 7 7 3 7 24 168 26 0 RECElftDORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER MAY RANNO CONK ?1IOVE REE VALUE REE 4559 OAK 6 6 3 6 24 144 4560 OAK 8 8 3 8 24 192 4561 OAK 11 11 3 11 24 264 4562 OAK 6,7 7 3 7 24 168 4563 OAK 6,5, 8 3 8 24 192 4564 OAK 5,11 11 3 11 24 264 4565 OAK 12 12 3 12 24 288 4566 OAK 14 14 3 14 24 336 4567 OAK 15 15 3 15 24 360 4568 OAK 8 8 3 8 24 192 4569 OAK 6 6 3 6 24 144 4570 OAK 8 8 3 8 24 192 4571 OAK 7 7 3 7 24 168 4572 OAK 8 8 3 8 24 192 4573 OAK 6 6 3 6 24 144 4574 OAK 8 8 3 8 24 192 4575 OAK 6 6 3 6 24 144 4576 OAK 7 7 3 7 24 168 4577 OAK 10,9 10 3 10 24 240 4578 OAK 7 7 3 7 24 168 4579 OAK 7 7 3 7 24 168 4580 OAK 10 10 3 10 24 240 4581 OAK 5 5 3 5 24 120 4583 OAK 5 5 3 0 4585 OAK 12 12 3 0 12 24 288 4586 CAMPHOR 12 12 3 0 12 24 288 4587 CAMPHOR 10 10 3 0 10 24 240 4588 CAMPHOR 12 12 3 0 12 24 288 4589 CAMPHOR 18,8,12 18 3 0 18 24 432 4590 OAK 9 0 1 0 0 4591 OAK 16,10,18 18 3 18 24 432 4592 OAK 8 8 3 8 24 192 4593 OAK 20 20 3 20 24 480 4594 OAK 6 6 1 0 0 4595 OAK 12,12 12 3 12 24 288 4596 OAK 22 22 3 22 24 528 4597 OAK 14 14 3 14 24 336 4598 OAK 6 6 3 6 24 144 4599 OAK 5 0 1 0 0 4600 OAK 10 10 3 10 24 240 4601 OAK 5 5 3 5 24 120 4602 OAK 12 12 3 12 24 288 4603 OAK 12 12 3 12 24 288 4604 OAK 7 7 3 7 24 168 4605 OAK 15 15 3 15 24 360 4606 OAK 14 14 3 14 24 336 27 • RECEI)FD MAY 12 2005 ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANN? CITY O CONDITION I DEPA CLEAR SAVE MENT A/ATEI REMOVE TREE VALUE TREE 4607 OTHER 16 0 2 0 0 4608 OTHER 18 0 2 0 0 4609 CAMPHOR 13 13 3 13 24 312 4610 OTHER 12 12 3 12 24 288 4611 OAK DEAD 18- 18 3 18 24 432 4612 OAK 16,8 16 3 16 24 384 4613 OAK 18 18 3 18 24 432 4614 CAMPHOR 16 16 3 16 24 384 4615 OAK 9 9 3 9 24 216 4616 OAK 6 6 3 6 24 144 4617 OAK 5 5 3 5 24 120 4618 OAK 8 8 3 8 24 192 4619 CAMPHOR 12 12 3 12 24 288 4620 OAK 8 8 3 14 24 192 4621 OAK 14 14 3 14 24 336 4623 OAK 26 26 3 0 26 24 624 4624 OAK 5,4 0 2 9 0 0 4625 OAK 5 5 3 5 24 120 4626 OAK 14 14 3 14 24 336 4627 OAK 7 7 3 7 24 168 4628 OAK 24 24 3 24 24 576 4629 OAK 8 8 3 8 24 192 4631 PALM 7 1 PALM 1 1 1 4632 CAMPHOR 18,14 18 3 18 0 4633 OAK 34 34 3 34 0 4634 OAK 5 5 3 5 24 120 4635 OAK 5 5 3 5 24 120 4636 OAK 20,9 20 3 20 24 480 4637 OAK 12,12,10 12 3 12 24 288 4638 OAK 20 20 3 20 24 480 4639 OAK 24 24 3 24 24 576 4640 OAK 13 13 3 13 0 4645 OAK 10 10 3 10 0 4646 OAK 5 5 3 0 5 24 120 4647 OAK 9 9 3 9 0 4648 OAK 5 5 3 5 0 4649 OAK 4 4 3 4 0 4650 OAK 7 7 3 0 7 24 168 4651 OAK 5 5 3 0 5 24 120 4652 OAK 5 5 3 0 5 24 120 4653 OAK 7 7 3 0 7 24 168 4654 OAK 12 12 3 0 12 24 288 4655 OAK 8 8 3 0 8 24 192 4656 OAK 5 5 3 0 5 24 120 4657 OAK 5 5 3 0 5 24 120 4658 OAK 5 5 3 0 5 24 120 28 • RECE40 ORIGINAL 1.... A A OINT YPE IZE SIZE OF TREE CLUSTER PLANNIN CITY OF CONDITION 1 G, DEPA CCLEAPP SAVE ?IENT A F-P REMOVE TREE VALUE TREE 4659 OAK 5 5 3 5 0 4660 OAK 4 4 3 4 0 4661 OAK 8 8 3 8 24 192 4662 OAK 12 12 3 12 24 288 4663 OAK 4,5 5 3 5 24 120 4664 OAK 8 8 3 8 0 4665 OAK 7 7 3 7 0 4666 OAK 12 12 3 12 0 4667 OAK 9 9 3 9 0 4668 OAK 6 0 1 0 0 4669 OAK 5 5 3 5 24 120 4670 OAK 5,4 5 3 5 24 120 4671 OAK 10,5,4,4 10 3 10 0 4672 OAK 4,12 12 3 12 0 4673 OAK 5 5 3 5 0 4674 OAK 6 6 3 0 6 24 144 4675 OAK 22 0 2 0 0 0 4676 OAK 7 7 3 7 24 168 4677 OAK 6 6 3 6 24 144 4678 OAK 7 7 3 7 24 168 4679 OAK 4,4 4 3 4 24 96 4680 OAK 12 12 3 12 24 288 4681 OAK 4 4 3 4 24 96 4682 OAK 9 9 3 9 24 216 4683 OAK 6,6,5,4 6 3 6 24 144 4684 OAK 15 15 3 15 24 360 4685 OAK 11 11 3 11 24 264 4686 OAK 6 6 3 6 24 144 4687 OAK 18 18 3 18 24 432 4688 OAK 4 4 3 4 24 96 4689 OAK 4 4 3 4 24 96 4690 OAK 7 7 3 7 24 168 4691 OAK 7 7 3 7 24 168 4692 OAK 10 10 3 10 24 240 4693 OAK 10 10 3 10 24 240 4694 OAK 5 5 3 5 24 120 4695 OAK 6 6 3 6 24 144 4696 OAK 9,8,6 9 3 9 24 216 4697 OAK 8 8 3 8 24 192 4698 OAK 5 5 3 5 24 120 4699 OAK 7 7 3 7 24 168 4700 OAK 5 5 3 5 24 120 4701 OAK 6 6 3 6 24 144 4702 OAK 4,4 4 3 0 4 24 96 4703 OAK 12 12 3 12 0 4704 OAK 7 7 3 7 24 168 29 • RECEIVED ORIGINAI-. MAV 1 4 nnnr POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNIN +CITY OF CONDITION G', DEPA UFAMA SAVE mENT Anc REMOVE TREE VALUE TREE 4705 OAK 6 6 3 6 24 144 4706 OAK 4 4 3 4 24 96 4707 OAK 7 7 3 7 24 168 4708 OAK 6 6 3 6 24 144 4709 OAK 8- 8 3 8 24 192 4710 OAK 5 5 3 5 24 120 4711 OAK 16 16 3 16 24 384 4714 OAK 6 6 3 6 24 144 4715 OAK 7 7 3 7 24 168 4716 OAK 12 12 3 12 24 288 4717 OAK 8 8 3 8 24 192 4718 OAK 5 5 3 5 24 120 4719 OAK 12 12 3 12 24 288 4720 OAK 5 5 3 5 24 120 4721 OAK 9 9 3 9 0 4722 OAK 7 7 3 7 24 168 4723 OAK 4 4- 3 4 24 96 4724 OAK 8 8 3 8 0 4725 OAK 5 5 3 5 24 120 4726 OAK 5 5 3 5 24 120 4727 OAK 6 6 3 6 0 4728 OAK 8,10,12,21 21 3 21 0 4729 OAK 8,11,4 11 3 11 24 264 4730 OAK 5,5,7 7 3 7 24 168 4731 OAK 7 7 3 7 24 168 4732 OAK 4 4 3 4 24 96 4733 OAK 12 12 3 12 24 288 4734 OAK 4 4 3 4 24 96 4735 OAK 12 12 3 12 0 4736 OAK 12 12 3 12 0 4737 OAK 14 14 3 14 0 4738 OAK 19 19 3 19 0 4739 OAK 11 11 3 11 0 4740 OAK 6,6 6 3 6 0 4741 OAK 13,5 13 3 13 24 312 4742 OAK 19 19 3 19 24 456 4743 OAK 6 6 3 6 0 4744 OAK 11 11 3 11 24 264 4745 OAK 5 5 3 5 0 4746 OAK 6 6 3 0 6 24 144 4747 OAK 6 6 3 6 24 144 4748 OAK 5 5 3 5 24 120 4749 OAK 4 4 3 4 24 96 4750 OAK 4 4 3 4 24 96 4751 OAK 4 4 3 4 24 96 4752 OAK 12,14 14 3 14 24 336 30 • RECEIVED ORI GINAL ?..\I • A OINT YPE IZE SIZE OF TREE & CLUSTER PLANNIN ?CiN CONDITION G CtEa SAVE ENT a ,? ROVE TREE VALUE TREE p^ 4755 PALM 11 1 PALM 1 24 24 4756 OTHER 9 9 3 9 24 216 4757 OTHER 6 6 3 6 24 144 4758 OTHER 6 6 3 6 24 144 4759 OTHER 10- 10 3 10 24 240 4760 OTHER 4 4 3 4 24 96 4761 OTHER 8 8 3 8 24 192 4762 CITRUS 4,4 4 0 0 24 96 4763 CITRUS 5 5 0 0 24 120 4764 OAK 8 0 1 0 0 0 4765 OTHER 4 4 3 4 24 96 4766 OAK 5 5 3 5 24 120 4767 OAK 10 10 3 10 0 4768 OTHER 8,4 8 3 8 24 192 4769 HINNABERR 5 5 0 0 0 4770 HINNABERR 9 9 0 0 0 4771 OAK 27 27 3 27 24 648 4772 PALM 9 9 PALM 1 0 4773 OTHER 5 5 3 5 24 120 4774 OTHER 9,7 16 3 16 24 384 4775 PALM 4 4 PALM 1 0 4776 OAK 48 48 3 48 24 1152 4780 EAR 20,24 0 0 0 0 4781 EAR 6,11,16 0 0 0 0 4782 EAR 14 0 0 0 0 4783 EAR 24 24 0 0 0 4784 CAMPHOR 6,7,8,8,9 9 3 9 0 4785 CAMPHOR 10,12,11 11 3 11 0 4786 EAR 6,8,16 0 0 0 0 4787 EAR 11,14 0 0 0 0 4788 EAR 8 0 0 0 0 4789 EAR 20 0 0 0 0 4790 OTHER 4 4 3 4 24 96 4791 EAR 17 0 0 0 0 4792 PALM 6 6 PALM 1 0 4793 PALM 10 10 PALM 1 0 4795 CAMPHOR 11,5 16 3 16 24 384 4796 OTHER 8 8 3 8 24 192 4797 OAK 20 20 3 20 0 4798 OAK 8 8 3 8 0 4799 OAK 12 12 3 12 0 4800 EAR 7 0 0 0 0 4801 EAR 7 0 0 0 0 4802 EAR 7 0 0 0 0 4803 OAK 17 17 3 17 0 0 4804 EAR 7 0 0 0 0 31 ? RECEItID ORIGINAL POINT TYPE SIZE SIZE OF TREE CLUSTER A PLANNI CONERow 12 2 DEPA o 5 Moa MOVE TREE VALUE TREE 4805 EAR 8 0 0 0 0 4806 EAR - 12 0 0 0 0 4807 EAR 6 6 0 0 0 4808 EAR 4 0 0 0 0 4809 EAR 5- 0 0 0 0 4810 EAR 7,1 0 0 0 0 4811 EAR 10,16 0 0 0 0 4812 EAR 8 0 0 0 0 4813 EAR 16 0 0 0 0 4814 EAR 38 0 0 0 0 4815 EAR 6 0 0 0 0 4816 EAR 5 0 0 0 0 4817 EAR 7 0 0 0 0 4818 PALM 7 1 PALM 1 1 1 4819 EAR 8,4 0 0 0 0 4820 EAR 10 0 0 0 0 4822 EAR 15,13 0. 0 0 0 4823 EAR 8,6 0 0 0 0 4824 EAR 16,6 0 0 0 0 4825 EAR 13 0 0 0 0 4826 PALM 10 1 PALM 1 1 1 4827 PALM 5 1 PALM 1 1 1 4828 PALM 7 1 PALM 1 1 1 4829 PALM 7 1 PALM 1 1 1 4830 OAK 36 36 3 36 24 864 4831 EUCALYPTUS 5 5 PALM 1 0 4832 EUCALYPTUS 5 5 PALM 1 0 4833 EAR 15 0 0 0 0 4834 EAR 9 0 0 0 0 4835 PALM 5 1 PALM 1 1 1 4836 PALM 7 1 PALM 1 1 1 4837 PALM 10 1 PALM 1 1 1 4838 PALM 11 1 PALM 1 1 1 4839 PALM 8 8 PALM 1 1 8 4840 EAR 10 0 0 0 0 4841 EAR 6,9 0 0 0 0 4842 EAR 7 0 0 0 0 4843 EAR 7 0 0 0 0 4844 EAR 7 0 0 0 0 4845 PALM 9 1 PALM 1 1 1 4846 OAK 4 4 3 4 24 96 4850 OAK 5,4 9 3 9 24 216 4851 OAK 4,6,8 8 3 8 24 192 4852 OAK 6 6 3 6 24 144 4853 OAK 6 6 3 6 24 144 4854 OAK 4 4 3 4 24 96 32 RECH*0 UAV 1 4 jnnE ORIGINA[. OINT YPE IZE SIZE OF TREE & CLUSTER PMNIN CITY OF CONDITION DEP LEAK SAVE f ENT ATER REMOVE , REE VALUE REE .?? 4855 OAK 7,8 0 2 0 0 4856 OAK -10,11 11 3 11 24 264 4857 OAK 4 4 3 4 24 96 4858 OAK 4 4 3 4 24 96 4859 OAK 7- 7 3 7 24 168 4860 OAK 5 5 3 5 24 120 4861 OAK 4 4 3 4 24 96 4862 OAK 4 4 3 4 24 96 4863 OAK 5 5 3 5 24 120 4864 OAK 5,6,7 7 3 7 24 168 4865 OAK 6 6 3 6 24 144 4866 OAK 5 5 3 5 24 120 4867 OAK 6 6 3 6 24 144 4868 OAK 6 6 3 6 24 144 4869 OAK 6 6 3 6 24 144 4870 OAK 6 6 3 6 24 144 4871 OAK 4,5,6 6. 3 6 24 144 4872 OAK 5 5 3 5 24 120 4873 OAK 5 5 3 5 24 120 4874 OAK 8 8 3 8 24 192 4875 OAK 5 5 3 5 0 4876 OAK 7,9 9 3 9 24 216 4877 OAK 5,6 6 3 6 24 144 4878 OAK 7,4 7 3 7 24 168 4879 OAK 5 5 3 5 24 120 4880 OAK 5 5 3 5 24 120 4881 OAK 6 6 3 6 24 144 4882 OAK 6 6 3 6 0 4883 OAK 6 6 3 6 24 144 4884 OAK 6 6 3 6 24 144 4885 OAK 7 7 3 7 24 168 4886 OAK 7 7 3 7 24 168 4887 OAK 5 5 3 5 24 120 4888 OAK 6 6 3 6 24 144 4889 OAK 5 5 3 5 24 120 4890 OAK 9 9 3 9 24 216 4891 OAK 7 7 3 7 24 168 4892 OAK 11 11 3 11 24 264 4893 OAK 5 5 3 5 24 120 4894 OAK 5 5 3 5 24 120 4895 OAK 6 6 3 6 24 144 4896 OAK 6 6 3 6 24 144 4897 OAK 9 9 3 9 24 216 4898 OAK 7,5 7 3 7 24 168 4899 PINE 5 5 3 5 24 120 4900 OAK 5 5 3 5 24 120 33 ? RECEIVfDo MAY 1L 2005 RIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLMNI CRY C CONDITION G DEP CLEA SAVE TMENT ATER REMOVE TREE VALUE TREE -[o 4901 OAK 13 13 3 13 24 312 4902 OAK 15 15 3 15 24 360 4903 OAK 6 6 3 6 24 144 4904 OAK 11,11 11 3 11 24 264 4905 OAK 5- 5 3 5 24 120 4906 OAK 4 4 3 4 24 96 4907 OAK 5 5 3 5 24 120 4908 OAK 5 5 3 5 24 120 4909 OAK 5 5 3 5 24 120 4910 OAK 11 11 3 11 24 264 4911 OAK 12 12 3 12 24 288 4912 OAK 7 7 3 7 24 168 4913 OAK 7 7 3 7 24 168 4914 OAK 6,5 6 3 6 24 144 4915 OAK 6 6 3 6 24 144 4916 OAK 5 5 3 5 24 120 4917 OAK 11 11 3 11 24 264 4920 OAK 6 6 3 6 0 4921 OAK 7 7 3 10 0 4922 OAK 10 10 3 10 0 4923 OAK 8 8 3 8 0 4924 OAK 5 5 3 5 0 4925 OAK 10 10 3 10 0 4926 OAK 10 10 3 10 0 4927 OAK 5 5 3 5 24 120 4928 OAK 5 5 3 5 0 4929 OAK 7,7 7 3 7 0 4930 OAK 6,9, 9 3 9 0 4931 OAK 6,8 8 3 8 24 192 4932 OAK 5 5 3 5 24 120 4933 OAK 10 10 3 10 0 4934 OAK 17 17 3 17 24 408 4935 OAK 12 12 3 12 0 4936 OAK 6,16 16 3 16 0 4937 OAK 10 10 3 10 0 4938 OAK 9,8 9 3 9 0 4939 OAK 13 13 3 13 0 4940 OAK 16 16 3 16 24 384 4941 OAK 8 8 3 8 24 192 4942 OAK 5 5 3 5 24 120 4943 OAK 12,16 16 3 16 24 384 4944 OAK 6,5 6 3 6 24 144 4945 OAK 4 4 3 4 24 96 4946 OAK 7 7 3 7 24 168 4947 OAK 5 5 3 5 24 120 4948 OAK 5 5 3 5 0 34 ? Kt?.tl V MAY 12 ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER CI'1Y O CONDITION OLEA SAVE T AND REMOVE TREE VALUE TREE 4949 OAK 5 5 3 5 24 120 4950 OAK 5 5 3 5 0 4951 OAK 7 7 3 0 0 4952 OAK 6,4 6 3 6 24 144 4953 OAK 7- 7 3 0 0 4954 OAK 7 7 3 7 24 168 4955 OAK 5 5 3 5 0 4956 OAK 5,6,7 7 3 7 0 4957 OAK 5 5 3 5 24 120 4958 OAK 4 4 3 4 0 4959 OAK 5 5 3 5 0 4960 OAK 5 5 3 5 24 120 4961 OAK 16 16 3 16 24 384 4962 OAK 12 12 3 12 24 288 4963 OAK 11 11 3 11 24 264 4964 OAK 8 8 3 8 24 192 4965 OAK 6 6 3 6 24 144 4966 OAK 7 7 3 7 24 168 4967 OAK 5 5 3 5 24 120 4968 OAK 7 7 3 7 24 168 4969 OAK 5 5 3 5 24 120 4970 OAK 6 6 3 6 24 144 4971 OAK 4,9 9 3 9 24 216 4972 OAK 11,5 11 3 11 24 264 4973 OAK 20 20 3 20 24 480 4974 OAK 9,5 9 3 9 24 216 4975 OAK 9 9 3 9 24 216 4976 OAK 5 5 3 5 24 120 4977 OAK 8 8 3 8 24 192 4978 OAK 13 13 3 13 24 312 4979 OAK 17 17 3 17 24 408 4980 OAK 7 7 3 7 24 168 4981 OAK 4,5,6 6 3 6 24 144 4982 OAK 7 7 3 7 24 168 4983 OAK 6,5,5,5,6 6 3 6 24 144 4984 CEDAR 5 0 1 0 0 4988 OAK 7,16 16 3 16 24 384 4989 OAK 4 4 3 4 0 4990 OAK 5 5 3 5 24 120 4991 OAK 8 8 3 8 24 192 4992 OAK 4 4 3 4 24 96 4993 OAK 5 5 3 5 24 120 4994 OAK 5 5 3 5 24 120 4995 OAK 10 10 3 10 24 240 4996 OAK 18 18 3 18 0 4997 OAK 4,5,5,6,6 6 3 6 24 144 35 ? RECEIVD MAY 12 2005 ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER PLMNIN MY Q CONDITION DEP CLEA SAVE WENT ATIPP REMOVE TREE VALUE TREE 4998 OAK 6,6 6 3 6 24 144 4999 OAK 9 9 3 9 24 216 5000 OAK 7,4 7 3 11 24 168 5001 OAK 8,6 8 3 8 24 192 5002 OAK 8- 8 3 8 24 192 5003 OAK 7 7 3 0 5004 OAK 15 15 3 15 0 5005 OAK 7 7 3 7 0 5006 OAK 4,4 4 3 4 24 96 5007 OAK 17 17 3 17 24 408 5008 OAK 7 7 3 7 24 168 5009 OAK 9,6 9 3 9 24 216 5010 OAK 5 5 3 5 24 120 5011 OTHER 6 6 3 6 0 5012 OAK 6 6 3 6 24 144 5013 OAK 4 4 3 4 24 96 5014 PINE 9 0 2 0 0 5015 OAK 9,4 9 3 9 0 5016 OAK 18 18 3 18 0 5017 OAK 5 5 3 5 0 5018 OAK 6 6 3 6 24 144 5019 OAK 19 19 3 19 24 456 5020 OAK 7 7 3 7 24 168 5021 OAK 6,8,16 16 3 16 24 384 5022 OAK 5 5 3 5 24 120 5025 OAK 9 9 3 9 24 216 5026 OAK 5 5 3 5 24 120 5027 OAK 7 7 3 7 24 168 5028 OAK 6 6 3 6 24 144 5029 OAK 22 22 3 22 24 528 5030 OAK 8 8 3 8 24 192 5031 OAK 4 4 3 4 24 96 5032 OAK 9 9 3 9 24 216 5033 OAK 5 5 3 5 24 120 5034 OAK 6 6 3 6 24 144 5035 OAK 6 6 3 6 24 144 5036 OAK 6,5,9,9 9 3 9 24 216 5037 OAK 8 8 3 8 24 192 5038 OAK 8 8 3 8 24 192 5039 OAK 13,1 13 3 13 24 312 5040 OAK 5 5 3 5 24 120 5041 OAK 7 7 3 7 24 168 5042 PINE 6 6 3 6 24 144 5043 OAK 7 7 3 7 24 168 5044 OAK 8,7,5 0 2 0 0 5045 OAK 10 10 3 10 24 240 36 • RECElk*D MAY 1 p 9nn; ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNING C17VOF . CONDITION DEPAR ,LFa Ow SAVE MN7 bIt1 REMOVE TREE VALUE TREE 7C-Q4, 5046 OAK 5 5 3 5 24 120 5047 OAK 12 12 3 12 24 288 5048 OAK 8 0 2 0 0 5049 OAK 14 14 3 14 24 336 5050 OAK 6- 0 2 0 0 5051 OAK 6 6 3 6 24 144 5052 OAK 4 4 3 4 24 96 5053 OAK 7 7 3 7 24 168 5054 OAK 14 14 3 14 24 336 5055 OAK 6 6 3 6 24 144 5056 OAK 11 11 3 11 24 264 5057 OAK 16,11 16 3 16 24 384 5058 OAK 7 7 3 7 24 168 5059 OAK 9 9 3 9 24 216 5060 OAK 11 11 3 11 24 264 5061 OAK 20,11 20 3 20 24 480 5062 OAK 6 6 3 6 24 144 5063 OAK 5 5 3 5 24 120 5064 OAK 6 6 3 6 24 144 5065 OAK 8 8 3 8 24 192 5066 OAK 4 4 3 4 24 96 5067 OAK 5 5 3 5 24 120 5068 OAK 6 6 3 6 24 144 5069 OAK 6 6 3 6 24 144 5070 OAK 6 6 3 6 24 144 5071 OAK 10 10 3 10 24 240 5072 OAK 7,7,10,15,4 15 3 15 24 360 5073 OAK 8,1 8 3 8 24 192 5074 OAK 5 5 3 5 24 120 5075 OAK 7,1 7 3 7 24 168 5076 OAK 7 7 3 7 24 168 5077 OAK 6 6 3 6 24 144 5078 OAK 6 6 3 6 0 5079 OAK 24 24 3 24 24 576 5080 OAK 13,12 13 3 13 24 312 5081 OAK 9 9 3 9 24 216 5082 OAK 8 8 3 8 24 192 5083 OAK 6 6 3 6 24 144 5084 OAK 7,6 7 3 7 24 168 5085 OAK 6 6 3 6 24 144 5086 OAK 6 6 3 6 24 144 5087 OAK 4 4 3 4 24 96 5088 OAK 10 10 3 10 24 240 5089 OAK 12 12 3 12 24 288 5090 OAK 4 4 3 4 24 96 5091 OAK 8,4 8 3 8 24 192 37 ? RECEDED ORIGINAL MAY 12 mos POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANK CITV CONDITION G DE F C[Ea SAVE TIUIEN WATCE REMOVE TREE VALUE TREE _ /1} 5092 OAK 4 4 3 4 24 96 5093 OAK 11,8 11 3 11 24 264 5094 OAK 8 8 3 8 24 192 5095 OAK 9 9 3 9 24 216 5096 OAK 6- 6 3 6 0 5097 OAK 6 6 3 6 0 5098 OAK 11 11 3 11 0 5099 OAK 6 6 3 6 0 5100 OAK 14 0 2 0 0 5101 OAK 8 8 3 8 0 5102 OAK 12 12 3 12 24 288 5103 OAK 5 5 3 5 24 120 5104 OAK 10 10 3 10 24 240 5105 OAK 6 6 3 6 24 144 5106 OAK 10,5 10 3 10 24 240 5107 OAK 10 10 3 10 24 240 5108 OAK 13 13 3 13 24 312 5109 OAK 6 6 3 6 24 144 5110 OAK 5 5 3 5 24 120 5111 OAK 11 11 3 11 24 264 5112 OAK 7 7 3 7 24 168 5113 OAK 16 16 3 16 24 384 5114 OAK 7 7 3 0 5115 OAK 6 6 3 6 24 144 5116 OAK 4 4 3 4 24 96 5117 OAK 7 7 3 7 24 168 5118 OAK 12 12 3 12 24 288 5119 OAK 15 15 3 20 0 5120 OAK 5 5 3 5 24 120 5121 OAK 5 5 3 5 0 5122 OAK 7 7 3 7 0 5123 OAK 6 6 3 6 0 5124 OAK 8 8 3 8 0 5125 OAK 7,6 7 3 7 0 5126 OAK 15 15 3 15 0 5127 OAK 9 9 3 9 0 5130 OAK 7 7 3 7 0 5131 OAK 6 6 3 6 0 5132 OAK 11 11 3 11 0 5133 OAK 6 6 3 6 0 5135 OAK 7 7 3 7 0 5136 OAK 7 7 3 7 24 168 5137 OAK 7 7 3 7 24 168 5138 OAK 5 5 3 5 24 120 5139 OAK 5 5 3 5 24 120 5140 OAK 5 5 3 5 24 120 38 RECE*=D MAY 1 2 WA ORIGINAL POINT TYPE SIZE SIZE OF TREE CLUSTER Pmt!! c" Q CONDITION DEP C SAVE ENW V r OVE TREE VALUE TREE 7-5re 5141 OAK 10 10 3 10 0 5142 OAK 7 7 3 7 0 5143 OAK 7 7 3 7 0 5144 OTHER 6 6 3 6 0 5145 OAK 5-- 5 3 5 0 5146 OAK 8 8 3 8 0 5147 OAK 4 4 3 4 24 96 5148 OAK 4 4 3 4 24 96 5149 OAK 14 14 3 14 24 336 5150 OAK 16 16 3 16 0 5151 OAK 7 7 3 7 0 5152 OAK 4 4 3 4 24 96 5153 OAK 9 9 3 9 24 216 5154 OAK 24 24 3 24 24 576 5155 OAK 6,11 11 3 11 0 5156 OAK 9 9 3 9 0 5157 OAK 6 6 3 6 24 144 5158 OAK 6,7,8,12 12 3 12 0 5159 OAK 27 27 3 27 0 5160 PINE 16 16 3 16 24 384 5161 OAK 5 5 3 5 0 5162 OAK 5 5 3 5 0 5163 OAK 5 5 3 5 24 120 5164 OAK 18 18 3 18 24 432 5165 OAK 5 5 3 5 24 120 5166 OAK 5 5 3 5 24 120 5167 OAK 7 7 3 7 24 168 5168 OAK 15 15 3 15 24 360 5169 OAK 15 15 3 15 24 360 5170 OAK 10 10 3 10 24 240 5171 OAK 5 5 3 5 24 120 5172 OAK 5 5 3 5 24 120 5173 OAK 10,9 10 3 10 24 240 5174 OAK 10,9 10 3 10 24 240 5175 OAK 6 6 3 6 24 144 5176 OAK 6 0 2 0 24 0 5177 OAK 5 5 3 5 24 120 5178 OAK 6 6 3 6 24 144 5179 OAK 6 6 3 6 24 144 5180 OAK 4 4 3 4 24 96 5181 OAK 5 5 3 5 24 120 5182 OAK 6 6 3 6 24 144 5183 OAK 5 5 3 5 24 120 5184 OAK 6 6 3 6 24 144 5185 OAK 6 6 3 6 24 144 5186 OAK 5 5 3 5 24 120 39 a RECEIVED MAY 12 2005 ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNI C" CONDITION GDEP F CLEA SAVE ENT ATEI7 REMOVE TREE VALUE TREE p77}{„ 5187 OAK 9 9 3 9 24 216 5188 OAK 7 7 3 7 24 168 5189 OAK 16 16 3 16 24 384 5190 OAK 9 9 3 9 24 216 5191 OAK 8- 8 3 8 24 192 5192 OAK 6 6 3 6 24 144 5193 OAK 6 6 3 6 24 144 5194 OTHER 12 12 3 13 24 288 5195 OAK 7 7 3 7 24 168 5196 OAK 10,9 0 2 0 0 5197 OAK 6 0 2 0 0 5198 OAK 7 7 3 7 24 168 5199 OAK 6 6 3 6 24 144 5200 OAK 8 8 3 8 24 192 5201 OAK 8 8 3 8 24 192 5202 OAK 5 5 3 5 24 120 5203 OAK 5 5 3 5 24 120 5204 OAK 6 6 3 6 24 144 5205 OAK 9 9 3 9 24 216 5206 OAK 11 11 3 11 24 264 5209 CAMPHOR 13 13 3 13 24 312 5210 CAMPHOR 11,7 0 2 0 0 5211 OAK 6 6 3 6 24 144 5212 OAK 7 7 3 7 24 168 5213 OAK 7 7 3 7 24 168 5214 OAK 7 7 3 7 24 168 5215 OAK 6 6 3 6 24 144 5216 OAK 5 5 3 5 24 120 5217 OAK 8 8 3 8 24 192 5218 OAK 7 7 3 7 24 168 5219 OAK 8 8 3 8 24 192 5220 OAK 5 5 3 5 24 120 5221 PINE 18 18 3 18 24 432 5222 OAK 6 6 3 6 24 144 5223 OAK 8 8 3 8 24 192 5224 OAK 6 6 3 6 24 144 5225 OTHER 4 4 3 4 24 96 5226 OAK 6 6 3 6 24 144 5227 PINE 20 20 3 20 24 480 5228 OAK 5,4,4,4 5 3 5 24 120 5229 OAK 4,5,7 7 3 7 24 168 5230 PINE 21 21 3 21 24 504 5231 OAK 6 6 3 6 24 144 5232 CAMPHOR 9 9 3 9 24 216 5233 OAK 14 14 3 14 0 5234 OAK 6 6 3 6 0 40 UnDECHWED MAY 1 2 ]AOf ORIGINAL POINT TYPE SIZE SIZE of TREE & CLUSTER PLANN! Cny of CONDITION IEP CLEA SAVE MEl?T ATER REMOVE TREE VALUE TREE Zb7X-L- 5235 OAK 7 7 3 7 0 5236 OAK 8 8 3 8 0 5237 OAK 16 16 3 16 0 5238 OAK 8 8 3 8 0 5239 OAK 16- 16 3 16 0 5240 OAK 9 9 3 9 24 216 5241 OAK 13 13 3 13 24 312 5242 PINE 26 26 3 26 0 5243 OAK 5 5 3 5 0 5244 OAK 6 6 3 6 0- 5245 OAK 5 5 3 5 0 5246 OAK 8 8 3 8 0 5247 OAK 8 8 3 8 24 192 5248 OAK 8 8 3 8 24 192 5249 OTHER 6 6 3 6 0 5250 OAK 5 5 3 5 0 5251 OAK 8,7 8 3 8 0 5252 OAK 5 5 3 5 0 5253 OTHER 7 7 3 7 0 5254 OAK 6 6 3 6 0 5255 OTHER 10 10 3 10 0 5256 PINE 8 8 3 8 0 5257 PINE 12 12 3 12 0- 5258 OAK 5 5 3 5 0 5259 OAK 7 7 3 7 0 5260 OAK 5 5 3 5 0 5261 OAK 6 6 3 6 0 5262 PINE 12 12 3 12 0 5264 OAK 7 7 3 7 0 5265 OAK 8,9 9 3 9 0 5266 OAK 7 7 3 7 0 5269 OAK 6 6 3 6 24 144 5270 OAK 6 6 3 6 24 144 5271 OAK 6 6 3 6 24 144 5272 PINE 21 21 3 21 24 504 5273 OAK 5 5 3 5 0 5275 OAK 7,6,4 7 3 7 0 5277 PINE 21 21 3 21 0 5278 OAK 10 10 3 10 24 240 5279 OAK 6 6 3 6 0 5280 OAK 5 5 3 5 0 5281 OAK 5 5 3 5 0 5282 OAK 5 5 3 5 0 5283 OAK 10 10 3 10 0 5284 OAK 12 12 3 12 0 5285 OAK 9 9 3 9 0 41 ? RECEIVD MAY 1 2 2005 ORIGINAL OINT YPE IZE SIZE OF TREE & CLUSTER PIANNI c?y O CONDITION G DEP CLEA SAVE ENT A REMOVE TREE VALUE TREE d 5286 OAK 12 12 3 12 0 5287 OAK 13 13 3 13 0 5288 OAK 8 8 3 8 0 5290 OAK 13 13 3 13 0 5291 OAK 8- 8 3 8 0 5292 OAK 12 12 3 12 0 5293 OAK 12 12 3 12 0 5294 OAK 8 8 3 8 24 192 5295 OAK 9 9 3 9 24 216 5296 PINE 23 23 3 23 0 5297 OAK 7 7 3 7 0 5298 OAK 9 9 3 9 0 5299 OAK 6 6 3 6 0 5300 OAK 8 8 3 8 0 5301 OAK 9 9 3 9 0 5302 OAK 6 6 3 6 0 5303 OAK 6 6 3 6 0 5304 OAK 8 8 3 8 0 5305 OAK 5 5 3 5 0 5306 PINE 11 11 3 11 0 5307 OAK 13 13 3 13 0 5308 OAK 7 7 3 7 0 5309 PINE 15 15 3 15 24 360 5310 OAK 7,8 8 3 8 0 5313 OTHER 10 10 3 10 0 5314 OAK 12 12 3 12 0 5315 OTHER 5,6 6 3 6 0 5316 OAK 9,6 9 3 9 0 5317 OAK 6,6,9,9,10,15 15 3 15 24 360 5318 OAK 12 12 3 12 0 5319 OAK 8 8 3 8 0 5320 OAK 15,4 15 3 15 0 5321 OAK 12 12 3 12 0 5322 OAK 22 22 3 22 0 5323 OAK 11 11 3 11 0 5326 OAK 13 13 3 13 0 5327 OAK 12 12 3 12 24 288 5328 OAK 12 12 3 12 0 5329 OAK 6 6 3 6 0 5330 OAK 16 16 3 16 0 5331 OAK 6 6 3 6 0 5332 OAK 5 5 3 5 0 5333 OAK 6 6 3 6 0 5334 OAK 7 7 3 7 24 168 5335 OAK 11 11 3 11 0 5336 OAK 6 6 3 6 24 144 42 i RECEI D ORIGINAL OINT YPE IZE SIZE OF TREE CLUSTER p NI n CONDiTiv? I ` Z G iDEPA A 05 WENT VE TREE VALUE TREE 5337 OAK 17 17 3 17 0 5338 OAK 9 9 3 9 0 5339 OAK 10 10 3 10 24 240 5340 OAK 12,12 12 3 12 24 288 5341 OAK 7,1 9 3 9 0 5342 OAK 8 8 3 8 0 5343 OAK 8 8 3 8 0 5344 OAK 14 14 3 14 0 5345 OAK 8 8 3 8 0 5346 OAK 15 15 3 15 0 5347 OAK 7,8 8 3 8 0 5348 OAK 12 12 3 12 0 5349 OAK 7 7 3 7 0- 5350 OAK 6 6 3 6 0 5351 OAK 13 13 3 13 0 5352 OAK 10 10 3 10 0 5353 OAK 9 9 3 9 0 5354 OAK 8 8 3 8 0 5355 OAK 8 8 3 8 0 5356 OAK 7,11 11 3 11 0 5357 OAK 6 6 3 6 0 5358 OAK 8 8 3 8 0 5359 OAK 8 8 3 8 0 5360 OAK 7 7 3 7 0 5361 OAK 7 7 3 7 0 5362 OAK 13 13 3 13 0 5363 OAK 7,6 7 3 7 0 5364 OAK 6 6 3 6 0 5365 OAK 4 4 3 4 0 5366 OAK 6 6 3 6 0 5367 OAK 6 6 3 6 0 5368 OAK 5 5 3 5 0 5371 OAK 6 6 3 6 0 5372 OAK 9 9 3 9 0 5375 OAK 17 17 3 17 0 5376 OAK 5 5 3 5 0 5377 OAK 7 7 3 7 7 24 168 5378 OAK 17 17 3 17 24 408 5379 PINE 17 17 3 17 24 408 5380 OAK 26 26 3 26 0 5381 OAK 9 9 3 9 24 216 5382 OAK 7 7 3 7 0 5383 OAK 8 8 3 8 24 192 5384 OAK 7 7 3 7 24 168 5385 OAK 11 11 3 11 24 264 5387 OAK 9 9 3 9 24 216 43 a RECHADDORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNING C17YOF CONDITION DEPART LEARW SAVE ENT TFP REMOVE TREE VALUE TREE ?j' - 5388 OAK 13 13 3 13 0 5389 OAK 23 23 3 23 0 5390 OAK 10,11 11 3 11 0 5391 OAK 13 13 3 13 0 5392 OAK 14,5 14 3 14 0 5393 OAK 16 16 3 16 0 5395 OAK 9 9 3 9 0- 5397 OAK 8 8 3 8 24 192 5398 OAK 15 15 3 15 24 360 5399 OAK 5 5 3 5 0 5400 OAK 16 16 3 16 24 384 5401 OAK 25 25 3 25 0 5404 OAK 22 22 3 22 24 528 5405 OAK 17 17 3 17 24 408 5406 OAK 8 8 3 8 0- 5407 OAK 7 7 3 7 0 5408 OAK 12 12 3 12 0 5409 OAK 10 10 3 10 0 5410 OAK 17,7 17 3 17 0 5411 OAK 9 9 3 9 0 5412 OAK 6 6 3 6 0 5413 OAK 11 11 3 11 24 264 5533 OTHER 11 11 3 11 0 5535 OTHER 7 7 3 7 0 5565 OAK 5 5 3 5 0 5568 OAK 7,4 11 3 7 0 5571 OAK 7 7 3 7 0 5575 OAK 8 8 3 8 0 5581 OAK 10 10 3 10 0 5582 OAK 4,4 4 3 4 0 5589 OAK 8 8 3 8 0 5590 OAK 6 6 3 6 0 5591 OAK 7 7 3 7 0 0 5657 PALM 5 1 3 1 1 1 5658 OAK 26 26 3 26 0 5659 CAMPHOR 7 7 3 7 24 168 5660 CAMPHOR 7 7 3 7 24 168 5661 OAK 5 5 3 5 24 120 5662 PALM 9 1 3 1 1 1 5663 OAK 10 10 3 10 0 5664 PALM 22 1 3 1 1 1 5665 OAK 10 10 3 10 0 5666 PINE 26 0 0 0 5667 PINE 26 26 3 26 0 5668 UNKNOWN 14 14 3 14 0 44 ? RECEAGDOR IGINgL MAY 19 2ofl; POINT TYPE SIZE SIZE OF TREE & CLUSTER PLANNING OITV OF CONDITION DEPART LEARW SAVE ENT TER REMOVE TREE VALUE TREE -t?r 5669 OAK 12 12 3 12 0 5670 OAK 8 8 3 8 0 5671 OAK 8 8 3 8 24 192 5672 OAK 7 7 3 7 24 168 5673 OAK 7,8,8,8;9 9 3 9 0 5674 OAK 11 0 2 0 5675 OAK 5,8 8 3 8 0 5676 OAK 7 7 3 7 0 5677 OAK 7 7 3 7 0 5678 OAK 5 5 3 5 0 5679 OAK 7 7 3 7 0 5680 OAK 9 9 3 9 0 5681 OAK 5 5 3 5 0 5682 0 5683 PALM 16 1 3 1 1 1 5684 OAK 4 4 3 4 24 96 5685 OAK 12 12. 3 12 0 5686 OAK 10 10 3 10 0 5687 CAMPHOR 14,18 18 3 18 24 432 5688 OAK 23 23 3 23 24 552 5689 OAK 4 4 3 4 24 96 5690 OAK 7 7 3 7 24 168 5691 OAK 6 6 3 6 24 144 5692 OAK 15 15 3 15 24 360 5693 OAK 14 14 3 14 24 336 5694 24 0 5695 OAK 4 4 3 4 24 96 5696 OAK 4 4 3 4 24 96 5697 OAK 4 4 3 4 24 96 5698 OAK 5 5 3 5 24 120 5699 OAK 6 6 3 6 24 144 0 0 0 454/913 LIVE OAK 26 26 4 26 36 936 455/914 LIVE OAK 33 33 4 33 0 456/915 LIVE OAK 26 26 4 0 26 36 936 457/925 CAMPHOR 23,20,9,16,24 24 4 24 0 458/928 CAMPHOR 44 44 4 44 0 459/927 LIVE OAK 24 24 4 24 0 460/929 LIVE OAK 38 38 4 38 0 461/926 LIVE OAK 29 29 4 29 0 462/934 LIVE OAK 26 26 4 0 26 36 936 463/933 LIVE OAK 28 28 4 0 28 36 1008 464/935 LIVE OAK 35 35 4 35 465/930 LIVE OAK 24 24 4 24 45 -' A 111 RECEII#p MAY 1l "1005 ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER PLAMNIN WY OF CONDITION DE CLEAR SAVE ENT ATFP REMOVE TREE VALUE TREE ? 466/952 LIVE OAK 18 18 4 18 467/912 LIVE OAK -18;10 18 4 18 No numbe LIVE OAK 31 31 4 31 TOTAL 4109 11247 271763 46 • E CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, June 21, 2005, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont from 05-17-05) Skiff Point of Clearwater, LLC is requesting Flexible Development approval to permit 15 attached dwelling units with reductions to the front (east) setback from 25 ft to 15 ft to building and from 25 ft to 3 ft to pavement; a reduction to the side (north and south) setbacks from 10 ft to 6.5 ft to building and 5 ft to parking; a reduction to the rear (south) setback from 15 ft to zero ft to pool deck, 5 ft to pool and 7.5 ft to parking; and an increase in height from 30 ft to 49 ft to roof deck and additional 4 ft for parapet (from roof deck to top of parapet) and an additional 16 ft for elevator overrun (from roof deck), as a Residential Infill Project, in the Island Estates Neighborhood Conservation Overlay District (IENCOD)/Medium High Density Residential (1VBDR) District under the provisions of Sec. 2404.17 and 2-1602. C and H. (Proposed Use: Attached dwellings (15 dwelling units) at 200 and 201 Skiff Point, Island Estates of Clearwater Unit 5-A, Lots 35 & 36. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-01012 2. Brightwater Cove, LLC is requesting (1) Flexible Development approval to permit 9 attached dwellings (townhomes) with a reduction to the side (east) setback from 10 ft to 6 ft (to building), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C, as an amendment to a previously approved Comprehensive Infill Redevelopment Project (Case No. FLD2003-02007 [which permitted attached dwellings within the Tourist District with reductions of the side (east and west) setbacks from 10 ft to 7 ft and 6 ft, respectively, (to building), reduction in the rear (north) setback from 20 ft to zero ft (to pavement) and 13 ft (to pool) and to permit parking that is designed to back into the public right-of-way, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-803.C]); and (2) Preliminary Plat for the replatting of 9 townhome lots. [Proposed Use: Attached dwellings (9 townhomes)] at 130 Brightwater Dr, Brightwater Cove No. 2, Lot 1. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2003-02007A/PLT2005-00013 3. Del Mar Development, LLC (Rob Szasz) are requesting Flexible Development approval to permit a 322.5 sq-ft addition to a previously approved 497 sq-ft multi-use dock for a total of 14 slips (10 existing; 4 proposed), under the provisions of Sec. 3-601. (Proposed Use: Dock addition to a condominium project) at 1860 N Ft Harrison Ave, Villa Del Mar of Clearwater Condo Unit 106. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-03025 4. Clearwater Retail Partners, LLC is requesting Flexible Development approval to permit retail sales and services with a reduction to the front (west along US Highway 19 N) setback from 25 ft to 17.17 ft (to pavement), reductions to the side (north) setback from 10 ft to 5.59 ft (to building) and from 10 ft to 9.5 ft (to pavement), a reduction to the side (south) setback from 10 ft to 5.21 ft (to pavement), a reduction to the rear (east) setback from 20 ft to zero ft (to pavement), increases to building height of an additional 6 ft for perimeter parapets (from roof deck - roof • • deck at 18.67-ft height) and an additional 13.83 ft for architectural embellishments (from roof deck) and a deviation to allow direct access to a major arterial street (US Highway 19 N), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-704.C; and a reduction to the interior landscaping requirement from 10 percent to 6.8 percent, as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G. (Proposed Use: Retail sales and services (7,350 sq ft) at 18419 US Hwy 19 N, Sec. 20-29-16, M&B 33.04. Assigned Planner: Wayne M. Wells, AICP, Planner IIl. FLD2005-02017 5. Adelheid Hanghofer & Ocean Breeze, LLC are requesting (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 sq ft to 8,700 sq ft and in the T District from 10,000 sq ft to 8,700 sq ft, a reduction to lot width in the MHDR District from 150 ft to 100 ft, reductions to the front (north along Somerset Street) in the MHDR District from 25 ft to 13.67 ft (to building) and from 25 ft to zero ft (to trash staging area) and in the T District from 15 ft to 13.67 ft (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 ft to 10 ft (to building), an increase to building height in the MHDR District from 30 ft and in the T District from 35 ft to 50.25 ft (to roof deck) with perimeter parapets of 5.25 ft (from roof deck) and rooftop, open pavilions of 11.75 ft (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sec. 2404.F and 2-803.B; (2) Reduction to the landscape buffer along Somerset St from 10 ft to zero ft (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of 2 dwelling units to this site from 200 Brightwater Dr, under the provisions of Sec. 4-1402. [Proposed Use: Attached dwellings (14 condominiums)] at 19 & 21 Somerset St, Clearwater Beach Rev Blk 2, lots 6-9. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-01006/TDR2005-01016 6. Warner Hospitality, Scott A Warner, & Patricia A Kellan (Newkirk Ventures, Inc.) are requesting (1) Termination of Status of Nonconformity for density (16 existing attached dwelling units; 16 attached dwelling units proposed), under the provisions of Sec. 6-109; and (2) Flexible Development approval to permit 16 attached dwellings with reductions to the front (south) setback from 15 ft to 9 ft (to pavement) and from 15 ft to 3 ft (to trash staging area), reductions to the side (east) setback from 10 ft to 7.8 ft (to building) and from 10 ft to 5 ft (to pavement), reductions to the side (west) setback from 10 ft to 8.5 ft (to building) and from 10 ft to 5.3 ft (to pavement), a reduction to the rear (north) setback from 20 ft to 10 ft (to building and pavement) and an increase to building height from 35 ft to 87.3 ft (to roof deck) with perimeter parapets of 5.67 ft (from roof deck), under the provisions of Sec. 2-803.B. [Proposed Use: Attached dwellings (16 condominiums)] at 706 Bayway Blvd, Bel Crest Condo Units 1 & 17. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-03031 7. Clara & Dorothy Boldog, Americana Gulf Motels, Ltd, Ptr, Lucca Development, LLC, Thomas J & Stasia Wilk, & US-Euro-Trade, Inc. are requesting Flexible Development approval to permit attached dwellings in the Tourist District (Parcels A and B) and an increase in height from 30 ft to 148 ft (as measured from base flood elevation to the roof deck) (Parcel A), an increase in the height of a parapet wall from 30 inches (2.5 ft) to 7 ft (Parcel B), permit a building within the required sight visibility triangles along Coronado Drive and 5t" Street and an increase in height from 30 ft to 64 ft (as measured from base flood elevation to the roof deck) (Parcel B) as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., a Termination of the status of a nonconformity (equivalent of 119 hotel units [116 hotel units and 3 dwelling units] where 93 hotel units are permitted) within the Tourist District under the provisions of Sec. 6-109.C (Parcels A, B and C), Preliminary Plat and a Transfer of Development • • Rights (TDR2005-03020) of 18 hotel units from 401 Coronado/406 Hamden Drives (donor site) to 325 South Gulfview Blvd (receiver site - Parcels A, B and C) under the provisions of Sec. 4- 1402 and 4-1403. [Proposed Use: Attached dwellings (102 units)] at 325 S Gulfview Blvd, 326, 345, 347 & 353 Coronado Dr, & 346 Hamden Dr, Lloyd-White-Skinner Sub, Lots 63-66, & 112-117, Columbia Sub No 2 Blk A, Lots 12-14, & Collumbia Sub No 3 Lots 8, 9 & 9A. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-02021/TDR2005- 03020/PLT2005-00010 8. Harold Barian (Dave Smart) are requesting Flexible Development approval to reduce the front (north) setback from 25 ft to 17 ft (to pavement), under the provisions of Sec. 2-404, to reduce the front (north) landscape buffer from 15 ft to 7 ft and reduce the front (west) landscape buffer from 10 ft to 5 ft as part of a Comprehensive Landscape Program under the provision of Sec. 3-1202.G. and a Preliminary Plat. [Proposed Use: Attached dwellings (10 townhome units)] at 1413 Sunset Pt Rd & 1871 Kings Hwy, Brentwood Estates Lots B & C. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03026/PLT2005-00009 9. Beach & Gulf Sands, Inc., & North Clearwater Beach Development (Anthony Menna) are requesting Flexible Development approval to permit 13 attached dwellings in the Tourist District and an increase in height from 35 ft to 64 ft (as measured from base flood elevation to the roof deck), an increase in the height of a parapet wall from 30 inches to 42 inches, permit 2 parking spaces within the required sight visibility triangles along Bay Esplanade, a reduction in the front (north) setback from 15 ft to 5 ft (to pavement) and 3 ft (to trash staging area), reduction in the side (east) setback from 10 ft to zero ft (to pool deck), 10 ft (to pool) and 7 ft (to building), reduction in the side (west) setback from 10 ft to 3 ft (to trash staging area) and a reduction the rear (south) setback from 20 ft to zero ft to pool deck, 8 ft (to pool) and 10 ft (to building), as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., Transfer of Development Rights (TDR2005-03019) of 2 dwelling units from 116 Brightwater Dr (donor site) to 657 Bay Esplanade (receiver site) under the provisions of Sec. 4-1402 and 4-1403 and a request for Termination of Status of Nonconformity under the provisions of Sec. 6-109. [Proposed Use: Attached dwellings (13 condominium units)] at 657 & 663 Bay Esplanade, Mandalay Unit No 5 Replat Blk 77, Lots 4 & 5. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03032/TDR2005-03019 10. Beckett Lake Lodge is requesting Flexible Development approval to permit the transfer of 1 dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sec. 4-1402 - 1403 and to allow an assisted living facility on the site located at 2271 Montclair Rd as a Residential Infill Project without fronting on a major arterial street approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 ft to 23 ft, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Sec. 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (1 space per 2 residents) to 72 spaces (1 space per 2.5 residents), as a Residential Infill Project, under the provisions of Sec. 2-304.G.. (Proposed Use: 180-bed Assisted Living Facility) at 2155 Montclair Rd, Sec. 01-29-15, M&B 14.01. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03030 11. Boos Development Group, Inc (Boos Florida Development, LLC, Robert B Boos) are requesting Flexible Development approval to permit a fence\wall 6 ft in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property • • within the Medium High Density Residential District (MHDR) (pending case ANX2005-03009), under the provisions of Sec. 3-804.A.1. (Proposed Use: 144 attached dwellings) at 2077 E Palmetto St & 2093 Palmetto St, Pinellas Groves SE '/4, Lots 3-4, 12-14, & Part of Lot 5. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03028 Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, CMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 06/05/05 0 -0 Weekday Weekday one hour peak between 7 and 9 a.m. Weekday one hour peak between 4 and 6 p.m. Multiplier Trips Multiplier Trips Multiplier Trips 5.86 844 0.44 63 0.54 78 70/30 Split between Nort h and South Entrance North South North South North South 70% 30% 70% 30% 70% 30% 591 253 44 19 54 23 The segment of NE Coachman Road from Belcher Road to Drew Street is a LOS "A" with a volume to capacity ratio of 36%. (MPO's LOS report year 2003). The segment of Belcher Road from Sunset Point to NE Coachman Road is a LOS "C". Therefore with the added expected trip volumes from this proposal the nearby roadway segments mentioned will still continue to operate at the City's acceptable LOS. The TIA has concluded that no right turn lanes is warranted for this site. The consultant based this conclusion using FDOT guidelines which is acceptable by the City's Traffic Operation's Division. To prevent backups along Palmetto Street the major carrier of vehicular traffic, the applicant has agreed to install a westbound left turn lane into the site. Dwelling Units 144 Parry, Mark From: Elbo, Bennett Sent: Monday, June 20, 2005 3:14 PM To: Rice, Scott; Bertels, Paul; Parry, Mark; Thompson, Neil Subject: RE: 2077 East Palmetto The 70/30 split is reasonable. Below is some information that might be useful to you. The segment of NE Coachman Road from Belcher Road to Drew Street is a LOS "A" with a volume to capacity ratio of 36%. (MPO's LOS report year 2003). The segment of Belcher Road from Sunset Point to NE Coachman Road is a LOS "C". Therefore with the added expected trip volumes from this proposal the nearby roadway segments mentioned will still continue to operate at the City's acceptable LOS. The TIA has concluded that no right turn lanes is warranted for this site. The consultant based this conclusion using FDOT guidelines which is acceptable by the City's Traffic Operation's Division. To prevent backups along Palmetto Street the major carrier of vehicular traffic, the applicant has agreed to install a westbound left turn lane into the site. Hope this helps. Bennett Elbo City of Clearwater Traffic Operations Division Phone: (727)562-4775 Fax: (727)562-4755 bennett.elbo@myclearwater.com -----Original Message----- From: Rice, Scott Sent: Monday, June 20, 2005 2:27 PM To: Parry, Mark; Thompson, Neil; Bertels, Paul; Elbo, Bennett Subject: RE: 2077 East Palmetto The driveway traffic analysis included with the submittal and dated December 6, 2004, states a 70% - 30% split for Palmetto and Marilyn Streets. The 12/6/04 analysis is for less than 144 units. Using a ratio of 144/136 times the figures in the study generally agree with the traffic numbers generated by Mark Parry. Bottom line, using 30/70 split, peak AM hour - 20 vph - peak PM hour - 24 vph. Ben - Paul, is the 70/30 split reasonable? What other info do you have that would be useful at the CDB Meeting? D. Scott Rice Land DeveL Engr. Manager 727-562-4787 scott.rice@MyClearwater.com -----Original Message----- From: Parry, Mark Sent: Monday, June 20, 2005 1:47 PM To: Thompson, Neil; Bertels, Paul; Elbo, Bennett; Rice, Scott Subject: 2077 East Palmetto This case will be taken on the consent agenda tomorrow in all likelihood. A nearby neighbor has upset with the access point from Marilyn Street and has generated a petition with about 40 names on it. He told me he counted cars on Saturday and found about one car per minutes traveling on Marilyn. 1. 0 0 My stance is that the application is for a fence/wall six feet in height. Otherwise the request meets all Code requirements for a Flexible Standard Development application. I did some quick figuring using the ITE Manual and came up with the following for Residential Condominium/Townhouse (230): Weekday: 5.86 * 144 = 843.84 trips (421.92) [506.304/337.536] Weekday one hour peak between 7 and 9 a.m.: 0.44 * 144 = 63.36 (31.68) [38.016/25.344] Weekday one hour peak between 4 and 6 p.m.: 0.54 * 144 = 77.76 (38.88) [46.656/31.104] With two entrances and all of the units located on the north portion of the site one could assume at the very worst a 50/50 split in traffic using the two driveways (figures in parenthesis). I imagine that one could argue that the north driveway could very well receive more than half of the traffic, say a 60/40 split (figures in brackets). Let me know what you think of my figures but we should be prepared to address this issue tomorrow. Mark T. Parry Consulting Planner (TBEGroup) for City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33758 727.562.4558 • M IF dc 0 IEH Two-inch by Two-inch Map Owner. Robert B. Boos - Boos Development Group, Case: FLD2005-03028 Inc. Site: 2077 East Palmetto Street Property Size(Acres): 29.82 PIN: 12-29-15-70182-400-0501 Atlas Page: 280B • • a CAMPBELL Itl ? CALUtE7 Sf ? ? M ? qq x ? ? a Od ? S a ? CLSN d011te Y ? ?? D Y VETHERMGTON S LAGOON CIR 3 < LOGAN ST LA S sNERVwoD sr gQ%WWWMD I U Q GENTRY Sf ?[?.`_J S INi LOCK S ctm:oLL ST g a ? u RANGE RD 4p. mfip ORNiD AVE HEAVER PARK OR PROJECT FX111 ? SITE p 00 O PALMERO it OR 550 O ST p ARLINGTON Qp6 VARSTTV OR AIRPORT DR 2 MARILYN ST MARILYN ST - 9NI00iV ? tee ff $ _ 10 ?W-Dog eg? <? LORENA LA ? TERRACE DR N tt g MptINLEY MCKNLEV ST Sd w g R. ps 3 GRANGER OR ELU R. Is y as W E=> HARDING sT NAREIM 52 30 ?'L' rID,{ ? " tyFi ?. NORMAN DR ? a o tj S.R. 590 GREW 9T CR. 518 DREW ST a g ` < < a CLEVELAND ST O ` b w .5 Li Li EASTW000 OR < T U MMIH SIF a SEAR W ? u Q WHITMAN ST RAINBOW DR CHAUCER ST D SHELLEY W CoWELI SHELLEV Location Map Owner. Robert B. Boos - Boos Development Group, Inc. Case: FLD2005-03028 Site: 2077 East Palmetto Street Property Size(Acres): 29'82 PIN: 12-29-15-70182-400-0501 Atlas Page: 2808 • • •aY l J ? • z 1C - U Al . c; r, r= ' : 1 II _f 1 1 ?n NF 'r^ Aerial Map Owner. Robert B. Boos - Boos Development Group, Case: FLD2005-03028 Inc. Site: 2077 East Palmetto Street Property Size(Acres): 29.82 PIN: 12-29-15-70182-400-0501 Atlas Page: 280B • • ?ppg 0 f o 1 59 1079 155 .2 ILL j 1 1 lJ [ 1 1 1 110 ' ! 10 --- I i 1 L `----------J _J 9L _ L_I I____1 NI N N N PALA?ETTO S T " 8 x A N _ 3 I i 3 ; L rz tJ o I- e (/\J V ? I ] 20 7 2093 r' •.'Y 0 L + _?1 i I _t t __I r--i z W ^ s ,y7-------, I ' _ RM ?_-' P 1 } t----^---1 r--? I m 2070 ,f tt *998 18M -IOOB 70g1 ?' I 1 1` f J I l r I 1 tl I I tl I 1 1 ?$ 20b 110 _ 1 I f 1 ' f 1 ' I LrtJ J 4 r J J L_ i Li 60,11 l 2062 U I'f6Qf115p6 r?-I 11 r 1 r- #011 L 1 1 I I .? I 7 1 I I 0 r f i - i __4p?? l_1 1- I EiZi f L`?J t?? o 1 f j_ 1 1 \\? Q I 1 LJ ( - t t. 21 1 T 1. 7i.X 7C7C 3 . )a-lx ]t7C]C7C 3171 ( 513 I 1 sj W rr a ?`? „\ a , 9{ \ 41 Y 41 13- ti r I G 1 ? . \ o? , I? R I f' 9171 I ? ? a ?? \\ \ ?? Future Land Use Map Owner. Robert B. Boos - Boos Development Group, Case: FLD2005-03028 Inc. Site: 2077 East Palmetto Street pe a 29.82 Size( ): PIN: 12-29-15-70182-400-0501 Atlas Page: 280B • • 1 1 gNnH N 1 5 1 j 10 i I I I n -? Lrl I 109 1 I 1079 1 I-- I 1 7 1 B3 ,053 1 1 ?l 2 1157 I I 1101 I I t 1 1 I I I J -I __-il 1053 I I I I10 4 1p 51 j 1 i I I I----I 1 --, ? L I I 1 tom 1 --I -7 I 1 i 1_I I I 1 ? 10 6 1 , 1 I I 1 0 1 0 l-? I-J o o I 1 I -? I ? ----- N ll?? .. 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Site: 2077 East Palmetto Street Property x'82 Size(Acres): PIN: 12-29-15-70182-400-0501 Atlas Page: 2808 0 0 NN o r-- r--tl I I I 1 fa 1 05 i N gic°v cQi icQ 15 1 1 0 r I I- I I rLrt I I I r-- j 1079 I I^ I I 1-- I 1 111 159 1D55 1 1 i 1Q83 (?r 1 2 157 i ei S1114 9 r j 1 1 I `----- 1 j 1050 153 1 1 1 1 + I 1 I 110 1451 I ?p r_'? 1 1 I L__J--- ---- 1-- -' prehou r------ r---I `, I 1 10 6 Manufac f pri g NJ ?1 N L____ 1"'-I N 1---_I N ?V-1 N N N PAL ETTO ST g.-.,L. Re -,1 0 1 ?r 130 20 7 2093 .? j 1-I 1 `--1 14 .. --I r--t Wm 8 r L__I r- l n r r--ti 2070 i 1 rof P" ??{I, 1 J v r il" o X62 __1 worg+ ip -- \ f L t I o 1-J L 21 9 0D1 •- t1tlLY T. di r- 6 I+ 1 6 I \ i\?' 2r I l{-I '? 1 513 r 1 f 1 r 1 C• 41 473 ?' 2 % rr 2 I+ r 1 2 ` Sl 41 Z ff 71 : . 11' 1 r 40 ` r 0 925 p a a ?. Vt (' i ?? \ V \ \ 41 1-134 r ,v zrn VD r- 6 e ? Sri ` ?\ t 1 1-f ?? 21 - Existing Surrounding Uses Map Owner. Robert B. Boos - Boos Development Group, Case: FLD2005-03028 Inc. Site: 2077 East Palmetto Street Property Size(Acres): 29.82 PIN: 12-29-15-70182-400-0501 Atlas Page: 280B 1 f e r, I 1 ? Medic l;J -? i offic P396- -930# ? ? '?OOaf-TOOK 7-1j 27IIQ.-' t 119?g_ 1 J ?>?? --j ? J r r ?? ?? " 'y ?r? I L j l r I I 1 1 i ? I+ 0 ? 1 1_+ L20? ? J L? 150 ?? `? I ? 9 ?io _ l --t -- 0 0 I ?. V. View looking southwest from Palmetto View looking southeast from Palmetto View looking northwest from south side of site View looking west from western terminus of Marilyn Coachman Reserve FLD2005-03028 2077 East Palmetto Street View looking south from Palmetto View looking west from property adjacent to the east 6 n.a O .• zae IR pdi? 1 x }* xe, ¦ 1 ,.,. WEAVER PARR OR _ ,?] I wv ?\j`` i _.../ 1 1 ? !1 • ! 1 O ? . 111 1 • I ?/ O `,• x 1?'? t, t rue P t ? z k 3T ..__--_ PKM O Ei. CD _j ,? r f"Lf`? rLf L? r? t .11 12 JZJ'?JtJ' Av r. 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BLOCK NUMBER 2077 East Palmetto Street FLD2005-03028 110-11' 1` I? I u • • E CDB Date: June 21, 2005 Case Numbers FLD2005-03028 Agenda Item: F-10 Owner/Applicant: Robert B. Boos; Boos Development Group, Inc. Representative: David Morse Address: 2077 East Palmetto Street CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium Density Residential district (MDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A.1. EXISTING ZONING / LAND USE: Medium Density Residential (MDR) district (pending case ANX2005-03009) Residential Medium (RM) Classification (pending case ANX2005- 03009) PROPERTY USE: Current Use: one single-family dwelling. Proposed Use: 144 attached dwellings. ADJACENT ZONING/ LAND USE: North: Industrial Research Technology (IRT) district - self-storage and retail sales and service South: Low Medium Density Residential (LMDR) and Preservation (P) districts - Detached dwellings and a park East: Low Medium Density Residential (LMDR) and Institutional (1) districts - place of worship West: Medium Density Residential (MDR) and Institutional (I) districts - attached dwellings and a nursing home ANALYSIS: Site Location and Existing Conditions: The site is 29.82 acres located on the south side of East Palmetto Street and the north side of Marilyn Street approximately 620 feet west of North Belcher Road. The site is developed with two single-family dwellings (one of which is in an advanced state of disrepair) and is accessed via a three driveways. A variety of small sheds are also located on the property. Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03028 - Page 1 • • The site is the subject of a pending annexation application (case ANX2005-03009) which will provide an initial zoning and future land use plan (FLUP) classifications within the City of Clearwater of Medium Density Residential (MDR) district and Residential Medium (RM) FLUP classification. Approximately 13.29 acres of the 29.82-acre site is located within jurisdictional wetlands as identified by the Southwest Florida Water Management district and constitutes the southern portion of the site. Proposal: The proposal includes 144 attached dwellings within 20, two-story buildings. A combination of fencing and walls six feet in height will be located along the side (east and west) and front (north) property lines. Because the fence/wall will be six feet in height and be located within the required 25 foot front setback along the length of the front (north) property line along East Palmetto Street and at the southeast and southwest corners of the site along Marilyn Street, the development must be reviewed as a Level Two application where it would otherwise be reviewed as part of a Level One Flexible Standard Development. The buildings will be 24 feet in height where a maximum of 30 - 40 feet is permitted, located a minimum of 25 feet from any front property line where 25 feet is required and 21 feet from any side property line where five feet is required. A minimum of 211 parking spaces will be provided where 207 spaces are required. The northern portion of the site, located outside the jurisdictional wetlands, is 16.53 acres. Up to 247 dwelling units could be located on the site based on 15 dwelling units per acre permitted by the Residential Medium (RM) FLUP classification where the proposal includes 144 attached dwelling units (8.71 dwelling units per acre). The site will be accessed via two, two-way driveways with one each located at the northwest and southeast corners of the site. All parking is either located under the buildings in two-car garages for each unit or screened by landscaping and the proposed six-foot perimeter wall/fence. The proposal includes extensive landscaping along East Palmetto Street including live oak, bald cypress, bird of paradise, Indian hawthorn, saw palmetto, jasmine and iris. The south side of the site along Marilyn Street will be left natural as the existing wetlands area will be preserved. Solid waste service will be provided via individual black barrels for each unit. All stormwater requirements have been met with this proposal with the site. Four freestanding monument-style signs each 12 square feet in area will be located on the site with two each located at the north and south entrances. The signs will be architecturally incorporated into the design of the perimeter wall and to the buildings with regard to proportion, color, material and finish and meets the requirements of the Code. In the Medium Density Residential (MDR) zoning district, brick or other masonry walls or walls with masonry columns linked by substantial grill work are permitted to a maximum height of six feet in a required front setback area as a Level Two (Flexible Development) approval. The only Code criterion is that such walls shall be architecturally compatible with the principal structure on the property and compatible with the surrounding properties. The proposed wall will utilize a stucco finish painted to complement the residential building proposed with the application. The wall steps back every 100 feet along East Palmetto Street to provide horizontal relief. Aluminum picket fencing is used in these stepbacks to provide additional relief. The same fencing is used up Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03028 - Page 2 0 0 to the front (south) property line along Marilyn Street along the side (east and west) property lines. Surrounding uses along East Palmetto Street include a church, offices, self-storage and light industrial uses such as manufacturing and warehouses. Uses along Marilyn Street include a Church, retail, park and single-family residential the side or back yards of which are along Marilyn Street. The site plan otherwise fulfills all of the requirements of a Flexible Standard Development application. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. COMPLIANCE WITH STANDARDS AND CRITERIA: (Sections 2-301 and 303): Standard Proposed Consistent Inconsistent Density (15 dwelling units per acre; 247 units 144 units X based on the uplands portion of the site) Impervious surface ratio (0.75) 0.27 X Upland: 720,047+ square feet; 16.53 acres upland Jurisdictional Lot area (10,000 square feet) wetland: 578,912± X square feet; 13.29 acres) Total: 1,299,329 square feet; 29.82 acres Lot width (100 feet) 1,011 feet X Height (30 - 40 feet) 24 feet X Parking spaces (1.5 space per two residents; 211 spaces X 207 spaces) North: 25 feet (to Front Setback - 25 feet building) X South: >100 feet Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03028 - Page 3 • • Standard Proposed Consistent Inconsistent East: 15 feet (to pavement; 21 feet (to Side Setback - five feet building) X West: 24 feet (to building) Rear Setback - N/A (the building is a through lot with two front setbacks and two side N/A N/A setbacks) COMPLIANCE WITH FLEXIBILITY CRITERIA (Code Section 2-303.A) Consistent Inconsistent 1. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; X b. The increased height will not reduce the vertical component of the view from a parcel of land which is designated as low density residential in the Zoning Atlas. 2. The parcel proposed for development is not contiguous to a parcel which is designated as low density residential in the X Zoning Atlas. 3. Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall for fence of at least four X feet in height. COMPLIANCE WITH FLEXIBILITY CRITERIA (Code Section 3-804.A.1): Consistent Inconsistent 1. In the MDR and MDR zoning districts, brick or other masonry walls or walls with masonry columns linked by substantial grill- work shall be permitted to a maximum height of six feet in a required front setback area as a Level Two (Flexible X Development) approval. Such walls shall be architecturally compatible with the principal structure on the property and compatible with the surrounding properties. Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03028 - Page 4 0 0 COMPLIANCE WITH GENERAL APPLICABILITY STANDARDS (Code Section 3-913): Consistent Inconsistent 1. Development of the land will be in harmony with the scale, X bulk, coverage, density and character of adjacent. 2. Development will not hinder or discourage development and use of adjacent land and buildings or significantly impair the value X thereof. 3. Development will not adversely affect the health or safety of persons residing or working in the neighborhood of the X proposed use. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the X immediate vicinity. 6. Design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation X impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on May 5, 2005. The applicant has worked with Staff to provide an attractive, well-designed development that will enhance the local area and City as a whole. The development will further the City's goals of improving the character of the area. The proposal is in compliance with the standards and criteria for Flexible Development approval for Residential Infill Project use and with all applicable standards of the Community Development Code. The Planning Department recommends APPROVAL of the Flexible Development application to permit a fence/wall six feet in height within the front (south) setback along East Palmetto Street on a property within the Medium Density Residential district (MDR) (pending case ANX2005- 03009), under the provisions of Section 3-804.A.1. based on the following recommended findings of fact, recommended conclusions of law and the conditions: Recommended Findings of Fact: 1. Subject property is 1,299,329 square feet (29.82 acres) with 720,047 square feet (16.53 acres) of upland area and 578,912 square feet (13.29 acres) of submerged land, approximately 1,011 feet wide; 2. The site is proposed to be within the Medium Density Residential (MDR) district and the Residential Medium (RM) future land use plan classification subject to the approval of pending annexation case ANX2005-03009; Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03028 - Page 5 3. Applicant seeks relief from maximum wall/fence height limitation under Code provisions of Section 3-804.A.1; 4. The proposed, two-story building design and architectural style is residential in character with regard to size and scale; 5. Proposed landscaping, use of aluminum picket fencing and stepbacks every 100 feet mitigate the height of the wall; 6. The wall materials (painted stucco over concrete block) complements the materials, architectural style and color of the proposed buildings; 7. The proposal is in conformance with the Minimum Standard Development requirements under the provisions of Section 2-302 including setbacks, height and parking; 8. The proposal is in conformance with the Maximum Development Potential provisions of Section 2-301 including impervious surface ratio and density requirements. Recommended Conclusions of Law: 1. Staff finds the proposal compliant with the Flexible Development criterion per Section 3- 804.A.1; 2. Staff further finds the proposal compliant with the standards of the General Applicability Criteria per Section 3-913. 1 through 6; 3. Staff further finds the proposal with the standards of Flexible Standard Development per Section 3-302.A; 4. Staff recommends Board approval of FLD2005-03028 based on the above-recommended findings of fact and conditions proposed. Conditions of Approval: 1. That the site is annexed into the City of Clearwater with a zoning of Medium Density Residential (MDR) district and a future land use category of Residential Medium (RM classification (case ANX2005-03009); 2. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That any attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 4. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That solid waste service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 7. That revised site plans which incorporate a vegetated littoral shelf over 35 percent of the cover of the pond under normal conditions be submitted to and approved by Staff prior to the issuance of any building permits; Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03028 - Page 6 0 0 8. That a Tree Preservation Plan which also indicates the palmetto area to be preserved expressed in square feet and depicts the species to be preserved be submitted to and approved by Staff prior to the issuance of any building permits; 9. That a revised irrigation plan in which the irrigation system is located at the back of curb be submitted to and approved by Staff prior to the issuance of any building permits; 10. That all Fire Department requirements be met prior to the issuance of any permits; and 11. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. Prepared by Planning Department Staff: Mark T. Parry, Consulting Planner ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S: (Planning DepartmentIC D BIFLEX (FLD)IPending cases) Up for the next DRCIPalmetto E 2077 Coachman Reserve - M7PIPalmetto E2077 Staff Report. doc Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03028 - Page 7 h i. .. r g r.r•.. IT ?e''? ?10` If $ to LONG RANGE PLANNING DEVELOPMENT REVIEW CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 June 27, 2005 Mr. David Morse 2651 McCormick Drive Clearwater, FL 33759 aI r7m RE: Development Order - Case FL 05-03028 - 2077 East Palmetto Street (Coachman Reserve). Dear Mr. Morse: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium Density Residential district (MDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A.1. The proposal includes 144 attached dwellings within 20, two- story buildings. A wall/fence six feet in height will extend along the sides (east and west) and front (north) of the site. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 3-804.A.1. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J. AUNGSr, MAYOR FRANK HIBBARD, VICE MAYOR HOPI' HA:MIL1'ON, COUNCILMENIBER BILL JONSON, COUNCILMENIBER CARLEN A. PEIERSEN, COUNCII mrmBER "EQUAL EMPLOYMENTAND AFFIRMATIVE ACTION EMPLOYER" • a June 27, 2005 Morse - Page Two Conditions of Approval: 1. That the site is annexed into the City of Clearwater with a zoning of Medium Density Residential (MDR) district and a future land use category of Residential Medium (RM classification (case ANX2005-03009); 2. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That any attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 4. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That solid waste service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 7. That revised site plans which incorporate a vegetated littoral shelf over 35 percent of the cover of the pond under normal conditions be submitted to and approved by Staff prior to the issuance of any building permits; 8. That a Tree Preservation Plan which also indicates the palmetto area to be preserved expressed in square feet and depicts the species to be preserved be submitted to and approved by Staff prior to the issuance of any building permits; 9. That a revised irrigation plan in which the irrigation system is located at the back of curb be submitted to and approved by Staff prior to the issuance of any building permits; 10. That all Fire Department requirements be met prior to the issuance of any permits; 11. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 12. That the primary construction entrance be located along East Palmetto Street; and 13. That the portion of the fence/wall to be located on the north side of Marilyn Street extend westward from the southeast corner of the site, only past the southeast access road area, and not extend adjacent to the vegetated wetland area. I 14 0 IL June 27, 2005 Morse - Page Three Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://wN,,,w.myclearwater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director SAPlanning DepartmentIC D MLEX (FLD)Ilnactive or Finished ApplicationsTalmetto E2077 Coachman Reserve (MDR) - ApprovedlPalmetto E2077 Development Order.doc C TTY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW June 27, 2005 Mr. David Morse 2651 McCormick Drive Clearwater, FL 33759 RE: Development Order - Case FLD2005-03028 - 2077 East Palmetto Street (Coachman Reserve). Dear Mr. Morse: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium Density Residential district (MDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A.1. The proposal includes 144 attached dwellings within 20, two- story buildings. A wall/fence six feet in height will extend along the sides (east and west) and front (north) of the site. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 3-804.A.1. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J. AUNGSf, MAYOR FRANK HIBBARD, VICE MAYOR HOYf H1 knl'ON, COUNCIl9IBIBER BILL JONSON, COUNCILMENIBER CARLEN A. PETERSEN, COUNCILYIENIBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" • June 27, 2005 Morse - Page Two • Conditions of Approval: 1. That the site is annexed into the City of Clearwater with a zoning of Medium Density Residential (MDR) district and a future land use category of Residential Medium (RM classification (case ANX2005-03009); 2. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That any attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 4. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That solid waste service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 7. That revised site plans which incorporate a vegetated littoral shelf over 35 percent of the cover of the pond under normal conditions be submitted to and approved by Staff prior to the issuance of any building permits; 8. That a Tree Preservation Plan which also indicates the palmetto area to be preserved expressed in square feet and depicts the species to be preserved be submitted to and approved by Staff prior to the issuance of any building permits; 9. That a revised irrigation plan in which the irrigation system is located at the back of curb be submitted to and approved by Staff prior to the issuance of any building permits; 10. That all Fire Department requirements be met prior to the issuance of any permits; 11. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 12. That the primary construction entrance be located along East Palmetto Street; and 13. That the portion of the fence/wall to be located on the north side of Marilyn Street extend westward from the southeast corner of the site, only past the southeast access road area, and not extend adjacent to the vegetated wetland area. • June 27, 2005 Morse - Page Three Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://NvwvA,.myclearwater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S:IPlanningDepartment lCD BIFLEX (FLD)Ilnactive or Finished Applications Palmetto E2077 Coachman Reserve (MDR) - ApprovedTalmetto E 2077 Development Order.doc rv??= = CITY OF CLEARWATER PLANNING DEPARTMENT ?1 ?l? ???,1 POST OFFICE BOX 4748, CLEARWATER FLORIDA 33758-4748 q1 tW M, A MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW June 27, 2005 Mr. David Morse ?Q- 2651 McCormick Drive Clearwater, FL 33759 RE: Development Order - Case FLD2005-03028 - 2077 East Palmetto Street (Coachman Reserve). Dear Mr. Morse: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium Density Residential district (MDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A. I. The proposal includes 144 attached dwellings within 20, two- story buildings. A wall/fence six feet in height will extend along the sides (east and west) and front (north) of the site. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 3-804.A.1. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J. AUNGSI', MAYOR FRANK HIBBARD, VICE MAYOR HOYC Hn,111-1ON, COUNCILNIENIBER BILL JONSON, COUNCILMC!,1BER CARLEN A. PETBRSEN, COUNCIL.MEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" June 27, 2005 Morse - Page Two • Conditions of Approval: 1. That the site is annexed into the City of Clearwater with a zoning of Medium Density Residential (MDR) district and a future land use category of Residential Medium (RM classification (case ANX2005-03009); 2. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That any attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 4. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That solid waste service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 7. That revised site plans which incorporate a vegetated littoral shelf over 35 percent of the cover of the pond under normal conditions be submitted to and approved by Staff prior to the issuance of any building permits; 8. That a Tree Preservation Plan which also indicates the palmetto area to be preserved expressed in square feet and depicts the species to be preserved be submitted to and approved by Staff prior to the issuance of any building permits; 9. That a revised irrigation plan in which the irrigation system is located at the back of curb be submitted to and approved by Staff prior to the issuance of any building permits; 10. That all Fire Department requirements be met prior to the issuance of any permits; 11. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 12. That the primary construction entrance be located along East Palmetto Street; and 13. That the portion of the fence/wall to be located on the north side of Marilyn Street extend westward from the southeast corner of the site, only past the southeast access road area, and not extend adjacent to the vegetated wetland area. • w June 27, 2005 Morse - Page Three Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at htlp://www.myelcai-water.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S:IPlanning Department lC D BIFLEX (FLD) Vnactive or Finished Applications Walmetto E2077 Coachman Reserve (MDR) - ApprovedlPalmetto E2077 Development Order.doc ' r ,+Rtia! LONG RANGE PLANNING DEVELOPMENT REVIEW • • C IT'S' OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4740, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 ZA(d(33 Mr. David Morse 2651 McCormick Drive Clearwater, FL 33759 June 27, 2005 RE: Development Order - Case FLD2005-03028 - 2077 East Palmetto Street (Coachman Reserve). Dear Mr. Morse: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium Density Residential district (MDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A. I. The proposal includes 144 attached dwellings within 20, two- story buildings. A wall/fence six feet in height will extend along the sides (east and west) and front (north) of the site. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 3-804.A.1. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J. AUNGST, MAYOR PRANK HIBBARD, VICE MAYOR HOYf HAMILTON, COUNCIL:MEMBER Biu JoNsON, COUNCILMEMBER CARLEN A. PETGR$EN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 0 0 June 27, 2005 Morse - Page Two Conditions of Approval: 1. That the site is annexed into the City of Clearwater with a zoning of Medium Density Residential (MDR) district and a future land use category of Residential Medium (RM classification (case ANX2005-03009); 2. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That any attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 4. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That solid waste service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 7. That revised site plans which incorporate a vegetated littoral shelf over 35 percent of the cover of the pond under normal conditions be submitted to and approved by Staff prior to the issuance of any building permits; 8. That a Tree Preservation Plan which also indicates the palmetto area to be preserved expressed in square feet and depicts the species to be preserved be submitted to and approved by Staff prior to the issuance of any building permits; 9. That a revised irrigation plan in which the irrigation system is located at the back of curb be submitted to and approved by Staff prior to the issuance of any building permits; 10. That all Fire Department requirements be met prior to the issuance of any permits; 11. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 12. That the primary construction entrance be located along East Palmetto Street; and 13. That the portion of the fence/wall to be located on the north side of Marilyn Street extend westward from the southeast corner of the site, only past the southeast access road area, and not extend adjacent to the vegetated wetland area. i June 27, 2005 Morse - Page Three Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://www.myclearwater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)Vnactive or Finished ApplicationslPalmetto E2077 Coachman Reserve (MDR) - ApprovedlPalmetto E2077 Development Order.doc r-Ll:,) ,?- oi?-03QaIRI 800 PROF CENTER I CONDO ASSN 810 N BELCHER LLC 800 N BELCHER RD 810 N BELCHER RD CLEARWATER FL 33765 - 2103 CLEARWATER FL 33765 - 2103 ABDULLAJ, NEIM D 2100 MCKINLEY ST CLEARWATER FL 33765 - 2540 ANDREWS, RANDALL L ROBERTS, SUSAN C 2140 MCKINLEY ST CLEARWATER FL 33765 - 2540 ASSAAD, NABIL H ASSAAD, SAMIA N 222 DOLPHIN PT # A CLEARWATER FL 33767 - 2107 BECKFORD, EDNA M 2060 MARILYN ST # B-117 CLEARWATER FL 33765 - 2523 BOOS DEVELOPMENT GROUP INC WHITSON, NANCY L 2651 MCCORMICK DR CLEARWATER FL 33759 - BOWMAN, THOMAS P BOWMAN, JUDITH 11449 N MILLER RD SCOTTSDALE AZ 85260 - 5424 BRUNO, MARILYN T ' 2060 MARILYN ST # E-137 CLEARWATER FL 33765 - 2523 CHIDESTER, PHOEBE 2060 MARILYN ST # 116 CLEARWATER FL 33765 - 2522 CLAUSSEN, HARALD 2060 MARILYN ST APT 233 CLEARWATER FL 33765 - 2523 ASSAAD, NABIL ASSAAD, SAMIA N 2060 MARILYN ST # 223 CLEARWATER FL 33765 - 2529 BETHEA, JOYCE E 415 GRAHAM DR CLEARWATER FL 33765 - 2506 BOOS DEVELOPMENT GROUP, INC DAVID MORSE 2651 MCCORMICK DRIVE CLEARWATER, FL 33759 BRADY, RYAN C 2136 NE COACHMAN RD CLEARWATER FL 33765 - 2615 CAPONE, PETER R 261 ELTINGVILLE BLVD STATEN ISLAND NY 10312 - 2447 CHILDERS, ELEANOR E 417 GRAHAM DR CLEARWATER FL 33765 - 2506 CLEARWATER NEIGHBORHOODS COALITION DOUG WILLIAMS, PRESIDENT 2544 FRISCO DRIVE CLEARWATER, FL 33761 4011, -7-?o 906 NORTH BELCHER PNTSHP 906 N BELCHER RD CLEARWATER FL 33765 - 2105 ANGELINI, SHIRLEY W 2060 MARILYN ST # 128D CLEARWATER FL 33765 - 2523 BATTISTA, MARILYN M 2159 MCKINLEY ST CLEARWATER FL 33765 - 2541 BOOS DEVELOPMENT GROUP INC 2651 MCCORMICK DR CLEARWATER FL 33759 - BOOTH, MAXINE L THE 2060 MARILYN ST # 122 CLEARWATER FL 33765 - 2524 BREKKE, RANDALL BREKKE, DIANNA 416 GRAHAM DR CLEARWATER FL 33765 - 2505 CARROLL, ROBERT J CARROLL, BETH A 950 PINE HILL RD PALM HARBOR FL 34683 - 3013 CHURCH OF THE GOOD SAMARITAN 2165 NE COACHMAN RD CLEARWATER FL 33765 - 2616 CLEARY, MARY JO 2060 MARILYN ST # 140 CLEARWATER FL 33765 - 2526 CONGDON, ORAL E JR CORBETT, JOSEPH C JR JOEL L CONGDON, DOROTHY S CORBETT, PATRICIA L 841 31 ST LL, ST S 2060 MARILYN ST # 112 60 PINETREE CT 841 31S CLEARWATER FL 33765 - 2522 PALM HARBOR FL 34683 - 2924 ARLINGTON VA 22202 - 2348 0 0 CZAP, JASON M D'AMICO, TAMARA M DAYHOFF LLC CZAP, MELISSA L THOMAS, ALLJOSCHA 802 N BELCHER RD 2130 MCKINLEY ST 2165 MARILYN ST CLEARWATER FL 33765 - 2103 CLEARWATER FL 33765 - 2540 CLEARWATER FL 33765 - 2533 DELLEDONNE, THOMAS V DICKINSON, ELLEN M DIOCESE OF ST PETERSBURG DELLEDONNE, MARIFE 8 NORTH CT PO BOX 40200 2133 MCKINLEY ST WESTBURY NY 11590 - 1010 ST PETERSBURG FL 33743 - 0200 CLEARWATER FL 33765 - 2541 DUNN, WILLIAM R SR DZIMITROWICZ, STEPHEN J EATON, CAROL DUNN, ANNE T 2108 MCKINLEY ST 2134 MCKINLEY ST 15 EDGEWOOD AVE CLEARWATER FL 33765 - 2540 CLEARWATER FL 33765 - 2540 TRUMBULL CT 06611 - 2407 ELLIOTT, JOHN P ELLIS-DUNCAN, LOLA M ENGELKE, DOROTHY B THE ELLIOTT, MARY M 2060 MARILYN ST # 110 2165 PALMETTO ST 2060 MARILYN ST # D-135 CLEARWATER FL 33765 - 2522 CLEARWATER FL 33765 - 2120 CLEARWATER FL 33765 - 2523 EXTRA CLOSET MINI STORAGE FEASER, RICHARD L FEASER, RICHARD 6327 EDGEWATER DR CAPONE, PETER FEASER, ROSALIE ORLANDO FL 32810 - 4719 102 ROSE AVE 102 ROSE AVE STATEN ISLAND NY 10306 - STATEN ISLAND NY 10306 - 2242 FELDMAN, MARVIN J FERGUSON, CHERYL C FISHER, PETER N FELDMAN, LINDA FERGUSON, STEPHEN R FISHER, SOMJIT 123 BAYSIDE DR 2149 MCKINLEY ST 2060 MARILYN ST # 205 CLEARWATER FL 33767 - 2502 CLEARWATER FL 33765 - 2541 CLEARWATER FL 33765 - 2527 FITZGERALD, JOHN M II FLORIDA POWER CORP FRANKOVICH, JOHN FITZGERALD, EUSTASIA PO BOX 14042 FRANKOVICH, LUCILLE A 420 GRAHAM DR ST PETERSBURG FL 33733 - 4042 28271 PEPPERMILL RD CLEARWATER FL 33765 - 2505 FARMINGTON HILLS MI 48331 - 5649 FRONTIER LIGHTING INC FULLER, JILL E GONZALEZ, FRANK S 2090 PALMETTO ST 2060 MARILYN ST # 239 2141 MCKINELY ST CLEARWATER FL 33765 - 2134 CLEARWATER FL 33765 - 2531 CLEARWATER FL 33756 - GOUCIOUTZIDIS, A HAGEDORN, PAUL L GOUCIOUTZIDIS, HELENE GRUEN, MICHAEL HAGEDORN, MARY L 20 GLENHURST AVE 2313 INDIGO DR CLEARWATER FL 33763 - 1430 2156 NE COACHMAN RD TORONTO ON M6E 1 E4 00030 - CLEARWATER FL 33765 - 2615 CANADA HALL, JACQUELINE E HARAS, CHERYL HARING, JERRY L 2060 MARILYN ST # A-101 HARAS, PETER HARING, SALLIE J CLEARWATER FL 33765 - 2523 185 MARCIA DR 5133 TREE SWALLOW KNOTCH BRISTOL CT 06010 - 3342 LOVES PARK IL 61111 - 7650 • • HARRY CLINE, ESQ. HAZEN, MICHAEL HERCULES HYDRAULICS INC P.O. BOX 1669 HAZEN, JOANNE 1016 N BELCHER RD CLEARWATER, FL 33757 43 PRICE ST CLEARWATER FL 33765 - 2100 DOBBS FERRY NY 10522 - 3213 HITCHCOCK, PHILIP A HOGUE, ELAINE B IVAN, CARUSO HITCHCOCK-MASON INC 2060 MARILYN ST # 138 2148 NE COACHMAN RD 520 1ST AVE SW CLEARWATER FL 33765 - 2526 CLEARWATER FL 33765 - 2615 LARGO FL 33770 - 3408 JOEL, KENNETH E JOHNSON, M LORRAINE JORDAN, CLAUDE D JOEL, JOSEPHINE B JOHNSON, CHARLES A JORDAN, DOLA D 169 PELICAN RD 2060 MARILYN ST # D-227 2144 NE COACHMAN RD MIDDLETOWN NJ 07748 - 3035 CLEARWATER FL 33765 - 2523 CLEARWATER FL 33765 - 2615 KIRSCH, CHARLES KLEPACKI, THOMAS L KLESARIS, PETER B 1551 WILLIAMSBRIDGE RD WANEK, CHRISTINE J KLESARIS, ELSIE L BRONX NY 10461 - 6217 2155 NE COACHMAN RD 2060 MARILYN ST # 124 CLEARWATER FL 33765 - 2616 CLEARWATER FL 33765 - 2524 KOGELMAN, JOHN KONJAREVICH, ANDREW P KOUREMETIS, MARY KOGELMAN, BEVERLY J KONJAREVICH, J L 2164 NE COACHMAN RD 1675 S RIVERSIDE AVE 18435 RENWICK ST CLEARWATER FL 33765 - 2615 SAINT CLAIR MI 48079 - 5142 LIVONIA MI 48152 - 2837 KOUVELIS, CHRISTINA L LANCIAL, DAVID LANGEN, LARRY 2060 MARILYN ST # 204 2168 NE COACHMAN RD LANGEN, GRACE CLEARWATER FL 33765 - 2527 CLEARWATER FL 33765 - 2615 14783 OLD LAKE RD PAYNESVILLE MN 56362 - 4630 LEDDA, MARY ANN LEDDA, MARYANN LEE, JANET M 1425 HERVEY SUNSIDE RD BEVILACQUA, CHARLES A LEE, DANIEL H EST CORNWALLVILLE NY 12418 - 1525 1425 HERVEY SUNSIDE RD PH 2060 MARILYN ST CORNWALLVILLE NY 10461 - 1509 CLEARWATER FL 33765 - 2523 LEE, RICHARD G LEWIS, BERNADETTE W LUND, DONNA M LEE, BETTY L 2060 MARILYN ST # D-229 2176 NE COACHMAN RD 2060 MARILYN ST # 234 CLEARWATER FL 33765 - 2523 CLEARWATER FL 33765 - 2615 CLEARWATER FL 33765 - 2530 MAJOR, DOROTHY M MANARD, JAMES E MARILYN PINES I CONDO ASSN INC 2150 MCKINLEY ST MANARD, BETTY J 552 MAIN ST CLEARWATER FL 33765 - 2540 409 GRAHAM DR SAFETY HARBOR FL 34695 - 3549 CLEARWATER FL 33765 - 2506 MARILYN PINES II CONDO ASSN IN MARILYN PINES UNIT I ASSN MARSCHALL, FREDERICK 2060 MARILYN ST MARILYN PINES UNIT II ASSN MARSCHALL, MADELIN C CLEARWATER FL 33765 - 2523 2060 MARILYN ST 1244 HERMITAGE AVE CLEARWATER FL 33765 - 2523 CLEARWATER FL 33764 - 4958 MARTIN, SHERRY KAY MC MULLEN, ALLEN M MEHALECHKO, BONNIE M MARTIN, SHAUN MC FEE, ROBERT A JR 2060 MARILYN ST # A105 PO BOX 4772 1091 KAPP DR CLEARWATER FL 33765 - 2523 CLEARWATER FL 33758 - 4772 CLEARWATER FL 33765 - 2112 MERMELL, LAWRENCE G METZLER, LESLEY MILLER, DEANNA M MERMELL, ANN T 2060 MARILYN ST # 232 2060 MARILYN ST # E-143 77 MOUNTAIN AVE CLEARWATER FL 33765 - 2530 CLEARWATER FL 33765 - 2523 MIDDLETOWN NY 10940 - 6247 MILLER, MARION R MILLER, MARION R MIRANDA, GUSTAVO D 2060 MARILYN ST # 102 2060 MARILYN ST # A-102 RODRIGUEZ, ADA O CLEARWATER FL 33765 - 2521 CLEARWATER FL 33765 - 2523 2060 MARILYN ST # 120 CLEARWATER FL 33765 - 2500 MONARCH PROP NATIONAL SENIORS BENEVOLENT NAZZARO, BARBARA A ASSOCIATION INC 2055 PALMETTO ST 2060 MARILYN ST # 129 CLEARWATER FL 33765 - 1221 TURNER ST # 106 CLEARWATER FL 33765 - 2525 CLEARWATER FL 33756 - 5932 NEUMAN, IDA NEUMEYER, VERA M PAPAKOPOULOS, KONSTANTIN 2060 MARILYN ST # 226 2060 MARILYN ST # 212 PAPAKOPOULOS, MAGDA 433 CLEARWATER FL 33765 - 2529 CLEARWATER FL 33765 - 2528 TOR E DR OONTO ONTO ON M4S 1 N3 00030 - CANADA PATCHAKOS, EMMANUEL PEDIGO, ERIN PETTI, MARIE A PATCHAKOS, HARRIETT 2124 MCKINLEY ST 1570 GRAND AVE #TH26 9579 BLUE HORIZON CLEARWATER FL 33765 - 2540 BALDWIN NY 11510 - 1850 PRESQUE ISLE MI 49777 - PFISTER, RUDOLPH T PREZIOSO, NICHOLAS PROGRESSIVE MTG INC PFISTER, ALICE E 2060 MARILYN ST # 222 501 S FT HARRISON AVE # 204 2060 MARILYN ST # 123 CLEARWATER FL 33765 - 2529 CLEARWATER FL 33756 - 5312 CLEARWATER FL 33765 - 2524 RABON, ROBERTA L RESTREPO, ELLEN RICE, RICHARD M 2060 MARILYN ST # 210 2060 MARILYN ST # 127 PO BOX 163 CLEARWATER FL 33765 - 2528 CLEARWATER FL 33765 - 2524 HUBBARD LAKE MI 49747 - 0163 ROGACZEWSKI, JAN ROMAN, OLGA ROTSELL, BALDWIN PROP ROGACZEWSKI, KRYSTYNA 19 TUDOR CT 2151 NE COACHMAN RD 65 S MILL RD SUDBURY ON P3E 1Z9 00030 - CLEARWATER FL 33765 - 2616 ADDISON IL 33765 - 2527 CANADA SAMBATARO, CARL SCHIRMER, JOHN D SCHMITT, WILLIAM H JR SAMBATARO, MARGUERITE 800 N BELCHER RD SCHMITT, DEBORAH J 5 ALLISON AVE CLEARWATER FL 33765 - 2103 2172 NE COACHMAN RD STATEN ISLAND NY 10306 - 2805 CLEARWATER FL 33765 - 2615 • SIKORA, JOHN J 21 40 NE COACHMAN RD CLEARWATER FL 33765 - 2615 SNEVE, OSCAR SNEVE,AGNESJ 9137 REMINGTON DR NEW PORT RICHEY FL 34655 - 1130 STARCKE, EILEEN 2060 MARILYN ST # 209 CLEARWATER FL 33765 - 2528 SUNCOAST CHRISTIAN SCHOOL INC 2177 NE COACHMAN RD CLEARWATER FL 33765 TREMBLAY, PETER J TREMBLAY, DEBORAH M 2078 WEAVER PARK DR CLEARWATER FL 33765 - 2130 WARD, LINDA LEE ISBELL, CHAD 2060 MARILYN ST # 134 CLEARWATER FL 33765 - 2525 SMITH, KEVIN M SMITH, ANDREE 2060 MARILYN ST # 119 CLEARWATER FL 33765 - 2500 SPANCZAK, ROBERT SPANCZAK, CAROL S 2152 MCKINLEY ST CLEARWATER FL 33765 - 2540 STORACE, RONALD T 2163 MCKINLEY ST CLEARWATER FL 33765 - 2541 TENENBAUM, MARY E 2060 MARILYN ST # E-139 CLEARWATER FL 33765 - 2523 TRIMARCHE, ELVIRA 340 SEAVIEW AVE STATEN ISLAND NY 10305 - 2216 WASS ASSOCIATES PO BOX 14 PALM HARBOR FL 34682 - 0014 0 SMOLOW, CONSTANCE F 2060 MARILYN ST # 203A CLEARWATER FL 33765 - SPITHOYANIS, MICHAEL SPITHOYANIS, EUGENIA 2135 MCKINLEY ST CLEARWATER FL 33765 - 2541 STURM, ROBERT G JR STURM, PATRICIA A 0790 W 900 N UNIONDALE IN 46791 9723 TOUCHTON, PATRICIA M 2144 MCKINLEY ST CLEARWATER FL 33765 - 2540 WALLACE, MARY A 308 WALLACE LN LIGONIER PA 15658 - 2643 WATERS, JOHN M WATERS, LISA M 2160 NE COACHMAN RD CLEARWATER FL 33765 - 2615 WEAVER ENTERPRISES INC WEHBY, JOSEPH F THE WEIHER, DIETMAR 2050 WEAVER PARK DR WEHBY, EDITH V THE WEIHER, MARLIS CLEARWATER FL 33765 - 2175 37252 TAMARACK DR 2660 MARILYN ST #233 STERLING HEIGHTS MI 48310 - 4162 CLEARWATER FL 33765 - WELLBROCK, ALLEN THE WELLBROCK, ROSEMARIE THE 2129 MCKINLEY ST CLEARWATER FL 33765 - 2541 WEST, CLAIRE L 2060 MARILYN ST # 225 CLEARWATER FL 33765 - 2529 WESTINNER, BERNARD G WESTINNER, MONIKA 2060 MARILYN ST # D-242 CLEARWATER FL 33765 - 2523 WHITE PROPERTIES LTD 113 MARINA DEL REY CT CLEARWATER FL 33767 - 2941 WILCOX, J A WILCOX, MARIAN P 1463 LACONIA DR N CLEARWATER FL 33764 - WILSON, JAMES A 405 GRAHAM DR CLEARWATER FL 33765 - 2506 WILSON, ROBERT W THE WOODS, RICHARD T WORK & SON-KRAEER HOLDINGS WILSON, NAN I THE WOODS, MARLENE INC PO BOX 185 33 CHESTNUT DR 18016 VILLA CREEK VILLAGE CLEARWATER FL 33757 - 0185 WAYNE NJ 07470 - 5712 TAMPA FL 33647 - 2596 ZUCCOLILLO, ROSEMARY 2060 MARILYN ST # 237 CLEARWATER FL 33765 - 2531 0 FLD2005-03028 0 0 CITY OF CI,EARWATER . ? PLANI*,UNG DEPtUffMENT "_.•.." POST OFFICE Box 4748, CLFARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW May 26, 2005 Mr. David Morse 2651 McCormick Drive Clearwater, FL 3?3775(9? n (? RE: Communir D??ieloP` went Board Meeting regarding application for Flexible Development approval (FLD2005-03028). Dear Mr. Morse: The Flexible Development approval to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium High Density Residential district (MHDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A.1. The meeting will take place on June 21, 2005 at 1:00 p.m. in the City Commission Chambers, 3Ta floor of City Hall at 112 South Osceola Avenue, Clearwater. If you have any questions, please do not hesitate to call me at 727-562-4558. Sincerely, Mark T. Parry Consulting Planner S: (Planning Department)C D BIFLEX (FLD)IPending casesl Up for the next DRCIPalmetto E2077 Coachman Reserve - MTMPalmetto E 2077 CDB Letter.doc BRIAN J. AtiNGST, MAYOR FRANK HIHBARD, VICE MAYOR HoYr HamumN,, COUNNCIUMEMBrR Bm,L JONSON, COUNCILMEMHER CARLEN A. PETERSEN, COUNCILMEMBER "EoUAL EM1'LOY6IFNT ANr) AFFIRMA"1'm ACTION EMPLOYER" °'Clearwater Fax Cover Sheet 0 City of Clearwater Planning Department 100 S. Myrtle Ave., 2nd Floor Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4865 To: David Morse Fax: 727-669-2915 Phone: 727-669-2900 From: Sherry Watkins Date: 05/2/2005 Subject: DRC Comment & Meeting Time 9:55 AM Message: Number of pages including cover sheet "'Ye" ns Associated Wi nditi C .. o o FLD2005-03028 2077 E PALMETTO ST Engineering Condition Steve Doherty 562-4576 04/25/2005 1. Sidewalk is required along Marilyn Street or payment in lieu of installation. (Community Not Met Development Code Section 3-1907) 2. Manhole covers shall not include "CLEARWATER FL" as the systems will be private. Prior to building permit: 1. Easements shall dedicated by the property owner to City of Clearwater in order to maintain the City's access to water mains including fire hydrants. 2. Applicant shall diamond core manhole and connect 4 inch force main utilizing manhole adaptor coupling manufactured by Flo Control, Inc., or approved water stop coupling. (Clearwater Contract Specifications and Standards, Sec. IV, 13-F). 3. Applicant shall plaster and then coat interior of sanitary manhole receiving force main with at least 15 mils dry thickness of PROCO EP 214 - 351 Epoxi-mastic as manufactured by Protective Coatings, Inc. 4. Any/all easements shall be recorded prior to a C.O. being issuee for the proposed buildings. Please contact Earl Barrett, Real Estate Manager 2 (727) 562-4794 for information needed to obtain such easements. 5. Separate right-of-way permits will be required for all work within the adjacent streets assigned to the city. See Don Melone (727) 562-4798 in room #f220 at M.S.B. (Municipal Services Building). 6. Applicant shall submit a copy of an approved right-of-way permit from Pinellas County prior to issuance of a building permit. 7. Before any work in a street right-of-way, the City shall first have approved a M.O.T. (maintenance of traffic plan). 8. Prior to building permit, applicant shall provide a copy of an approved D.E.P. permit for the sanitary sewer installation. 9. All utility pole relocations are to be coordinated with the owners of such facilities as noted on the plan. Applicant is cautioned to provide minimum 2 ft. horizontal clearance from a sidewalk to any vertical obstruction. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessler 562-4897 04/22/2005 On Sheet C-15, cross-section A-A, details encroach wetland buffer zone- Please revise plans to Not Met show a 25 foot buffer zone from the jurisdictional line. 04/26/2005 Indicate building maintenance area on C-5 Not Met 04/26/2005 Cross-section G-G shows a 3.5 foot drop between floor and ground elevations. C-5, shows doors Not Met at this location, please provide transitional zone. Fire Condition Downes Blackburn 562-4327 xt 3025 04/26/2005 Are all buildings 2 story buildings? Any building 3 stories or more must be provided with a fire Not Met sprinkler system. Please respond PRIOR TO CDB. 04/26/2005 All underground drainage covers/grates must meet HS-20 specs to support the weight of fire Not Met department and emergency vehicles (80,000 Ibs.). Please respond PRIOR TO CDB. 04/26/2005 Pavers used in roadways must meet DOT specs to support fire department and emergency Not Met vehicle weights (80,000 Ibs.). Please respond PRIOR TO CDB. 04/26/2005 Provide minimum 24 ft clear width roadways with minimum 14 ft vertical clearance throughout the Not Met property. Please respond PRIOR TO CDB. Print Date: 05/02/2005 CaseConditons Page 1 of 4 • •. FLD2005-03028 2077 E PALMETTO ST Fire Condition Downes Blackburn 562-4327 xt 3025 04/26/2005 Provide minimum 20 ft horizontal clear width roadway with 14 ft vertical clearance, each side of Not Met islands dividing roadway at ingress/egress to property, and at any islands in roadway throughout the property. Please respond PRIOR TO CDB. 04/26/2005 Provide 28 ft minimum turning radii for emergency vehicle ingress and egressto the property and Not Met throughout the property. Please respond PRIOR TO CDB. 04/26/2005 If this is to be a gated community, provide gate type lock box at gates for fire department and Not Met emergency vehicle access. Applications for lock boxes can be picked up at the Life Safety Management building of the Fire Department, at 600 Franklin St. in Clearwater. Please respond PRIOR TO CDB. Landscape Arden Dittmer 562-4604 04/27/2005 no issues. Not Met Make sure that the symbols on the plan match the symbols used in the plant key - for example, Not Met the key "MF" is used onthe plan but I could not find that key in the plan list; Land Resource Condition Rick Albee 562-4741 04/26/2005 Provide a lintel system for the perimeter wall at all trees to be preserved. Provide prior to CDB. Not Met 04/26/2004 What purpose does the concrete under the fence serve? There are extensive numbers of trees Not Met impacted by this slab. Provide reasoning prior to CDB. 04/26/2005 What purpose does the yard drain system serve? This is a sand hill region with good drainage. Not Met The seasonal high water is 67'+/- with an existing elevation of 70'+/-. Eliminating this drainage system would improve the survival rate of the trees to be preserved. Provide reasoning prior to CDB. 04/26/2005 Building #1 may have too much infringement on the canopy of tree #457. Assess the impact prior Not Met to CDB. 04/26/2005 The 10% credit must be noted on the Preservation Plan hiliting the total area covered and species Not Met preserved. The south entry road goes through a mature stand of palmettos and should be left natuarl. The proposed irrigation should be revised to be placed at the back of curb. 04/26/2005 All trees rated #3 or greater are required to be replaced with a 10% credit for understory Not Met preservation (3-1205D5d) and a 25% credit for undeveloped land (3-1205-D5f). Revise removal totals prior to CDB. 04/26/2005 What are the condition rating for tree #112-129 and 907, 908, and 910? Provide prior to CDB. Not Met 04/26/2005 Tree #458/928 appears to be mislocated, field observationsindicate that the tree is 45' +/- to the Not Met NW. If so, tree may not be preservable. Verify locations of all trees on site prior to CDB. 04/26/2005 Show the preserved trees and their canopies on the Utility Plan. Adjust the proposed utilities, if Not Met needed, to avoid all trees to be preserved. Provide prior to CDB. 04/26/2005 Insure that the irrigation plan addresses tree and preservation area impacts. Provide prior to Not Met building permit. 04/26/2005 The Tree Preservation Plan should be prepared by a certified arborist, consulting arborist, Not Met 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 tree to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, 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 Print Date: 05/02/2005 CaseConditons Page 2 of 4 FLD2005-03028 2077 E PALMETTO ST Land Resource Condition Rick Albee 562-4741 required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Parks & Recs Condition Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat Not Met (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Elliot Shoberg 562-4748 04/19/2005 Prior to CDB: Not Met 1) This project is within the area evaluated by the Alligator Creek Watershed Management Plan and the tailwater elevation from the study does not appear to have been utilized in design of this site. 2) The 25 year 24 hour Existing conditions model resulted in the wetland (node A0359) reaching a peak elevation of 68.8' and the offsite lake (node A0358) reaching a peak elevation of 69.24'. Solid Waste Condition Solid Waste and Recycling service to be arainged with Solid Waste Department Not Met Traffic Eng Condition Bennett Elbo 562-4775 04/25/2005 1. Parking spaces for the club house must have a 24' wide drive aisle for vehicle backout Not Met maneuverability. 2. Provide signage or pavement directional arrows to inform motorists of roundabout circulation. 3. Show 20'x 20' sight visibility triangles at the driveways and/or access points (City's Community Development Code, Section 3-904). Walls must not encroach inside this sight visibility triangle. 4. Radius for driveway must meet the City's Fire Department approval. 5. Roadway width must Fire Department requirements. 6. Pedestrian access gate must be able to accommodate disabled patrons in a wheel chair. 7. Gate console must be at least 50' from edge of sidewalk. All of the above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Zoning Condition Mike Reynolds 562-4836 04/11/2005 How will visitors access the site's gated entrances? Not Met 04/08/2005 Show visibility triangles and provide dimensions (with dimensional arrows) for same. Not Met 04/22/2005 Indicate roof height to roof midpoint. Not Met 04/22/2005 Show the density computation, taking into account the wetlands. Not Met 04/08/2005 Add an Existing Conditions/Demolotion Plan Sheet. Where is the existing single family detached Not Met dwelling on site? 04/07/2005 FLD2005-03028 Not Met 2077 E Palmetto Street CaseConditons Print Date: 05/02/2005 Page 3 of 4 • r FLD2005-03028 2077 E PALMETTO ST Zoning Condition Mike Reynolds 562-4836 1. Complete the application form. Complete all responses. 2. Clarify what is requested as a deviation from the wall height requirement. 3. Provide plan sheet that shows the location of the fence setback encroachment. The typical elevation sheet for the fence should tie into the plan sheet(s) that shows the encroachment areas. 4. The FLD application and plan (cover sheet, with site data table) needs to refer to the pending annexation and land use cases, citing case numbers. 5. Revise/improve site data table to meet application requirements. State maximum and proposed building height. State the proposed parking space per unit ratio. 6. The locus misspells Marilyn Street and does not state a scale. 7. The application and plan (cover sheet) needs to refer to the annexation and land use pending applications. 8. The plan set has no existing conditions plan. 9. The site plan needs to clearly label the amenities feature of the site to depict the swimming pool. Provide two restrooms at the swimming pool site (label this). Review the size of the amenties area as to adequacy to support the site. 10. Provide a tot lot/playground on this site. 11. Provide a bicycle rack at the amenities location. 12. On the site plan, clarify which part of the amenities site is clubhouse. 13. Indicate parking space and maneuvering space dimensions with dimensional arrows. 14. In tabular form, indicate how all required setbacks are met (what is proposed). 15. In tabular form, indicate how all landscape buffer requirements are met (what is proposed). 16. Submit Comprehensive Landscape Plan application unless deemed not necessary by staff. 04/08/2005 The site is located very close to Belcher Road, a very heavily traveled north-south vehicular Not Met corridor. The south access drive opens to Marliyn Street, at the southeast corner of the lot, and at where there is an already existing traffic back-up at Northeast Coachman Road and Belcher Road. The applicant should talk with City Engineering staff about traffic safety issues pertaining to this roadway intersection and potential Right of Way improvements there. Clarify how the fence is working - Here's how I read the plan; wherever the wall/fence is shown as Not Met a double line it's a solid wall and where ever it's a single line (generally where it jogs back into the site) it's a picket fence. Am I right on that? Clarify prior to CDB review. Maybe we need just a fence plan as the only reason that this appears to be going on to CDB is because of the fence - otherwise it looks like this would otherwise be a minimum development review. Clarify on that plan what's solid and what's fencing - I don't think we need much more detail on that sheet outside of property lines, building and other hardscape locations; Clarify the size and numbers of proposed signs; Not Met Print Date: 05/02/2005 CaseConditons Page 4 of 4 May. 02 2005 04:21PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 96692915 May.02 04:19PM 02'04 SND 05 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO:_ ©eG' FAX:- Phone: d`?Z -- ?{ 3 DATE: -7- d S- SUBJECT:, MESSA NUMBER OF PAGES(INCLUDING THIS PAGE) `' l.o /". * CITY OF CL?RWATER >PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 337 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W .MYCLEARWATER. COM April 07, 2005 David Morse 56 2651 Mccormick Drive Clearwater, F133759 RE: FLD2005-03028 -- 2077 E PALMETTO ST -- Letter of Completeness Dear David Morse : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-03028. 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 May 05, 2005, 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. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than 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 727-562-4836 or Mike.Reynolds@myclearwater.com. Sincerely yours, Mike Reynolds, AICP Planner III Letter of Completeness - FLD2005-03028 - 2077 E PALMETTO ST .J , ldwllullm?? 0 Apr. 07 2005 02:55PM YOUR LOGO CityO#Clearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 96692915 Apr.07 02:54PM 00'55 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-73297. T:. CITY OF CL RWATER ' earwater PLANNING DEPARTMENT W 70 MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W .MYCLEARWATER. COM April 07, 2005 David Morse 2651 Mccormick Drive Clearwater, Fl 33759 RE: FLD2005-03028 -- 2077 E PALMETTO ST -- Letter of Completeness Dear David Morse : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-03028. 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 May 05, 2005, 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. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than 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 727-562-4836 or Mike.Reynolds@myclearwater. com. Sincerely yours, /41.44? a-? Mike Reynolds, AICP Planner III Letter of Completeness - FLD2005-03028 - 2077 E PALMETTO ST 0 0 FLD2005-03028 2077 E Palmetto Street 1. Complete the application form. Complete all responses. 2. Provide plan sheet that shows the location of the fence setback encroachment. The typical elevation sheet for the fence should tie into the plan sheet(s) that shows the encroachment areas. 3. Revise/improve site data table to meet application requirements. State maximum and proposed building height. State the proposed parking space per unit ratio. 4. The locus misspells Marilyn Street and does not state a scale. 5. The application and plan (cover sheet) needs to refer to the annexation and land use pending applications. 6. The plan set has no existing conditions plan. 7. The site plan needs to clearly label the amenities feature of the site to depict the swimming pool. Provide two restrooms at the swimming pool site (label this). 8. Provide a tot lot/playground on this site. 9. Provide a bicycle rack at the amenities location. 10. Indicate parking space and maneuvering space dimensions with dimensional arrows. 11. In tabular form, indicate how all required setbacks are met (what is proposed). 12. In tabular form, indicate how all landscape buffer requirements are met (what is proposed). 13. 'zrt.tyr4'-A d'l M Clearwater FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: Av d arc k FAX: OQ/ 3- 9 v 11-- dl'` Kdp 7,;?- -2 - d-2- - ? - ? C DATE: 7- I Z,6 SUBJECT:_;?Z-V J- 41d (:f> 2dp' MESSAGE: J.e- o; NUMBER OF PAGESONCLUDING THIS PAGE) C TTY OF C LEAK ATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 °kt MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW June 27, 2005 Mr. David Morse f 2651 McCormick Drive Clearwater, FL 33759 RE: Development Order - Case FLD2005-03028 - 2077 East Palmetto Street (Coachman Reserve). Dear Mr. Morse: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium Density Residential district (MDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A.1. The proposal includes 144 attached dwellings within 20, two- story buildings. A wall/fence six feet in height will extend along the sides (east and west) and front (north) of the site. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 3-804.A.1. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYr HAmILfON, COUNCIIAIEMBER BILL JONSON, COUNCILMENIBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" June 27, 2005 Morse - Page Two Conditions of Approval: 1. That the site is annexed into the City of Clearwater with a zoning of Medium Density Residential (MDR) district and a future land use category of Residential Medium (RM classification (case ANX2005-03009); 2. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That any attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 4. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That solid waste service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 7. That revised site plans which incorporate a vegetated littoral shelf over 35 percent of the cover of the pond under normal conditions be submitted to and approved by Staff prior to the issuance of any building permits; 8. That a Tree Preservation Plan which also indicates the palmetto area to be preserved expressed in square feet and depicts the species to be preserved be submitted to and approved by Staff prior to the issuance of any building permits; 9. That a revised irrigation plan in which the irrigation system is located at the back of curb be submitted to and approved by Staff prior to the issuance of any building permits; 10. That all Fire Department requirements be met prior to the issuance of any permits; 11. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 12. That the primary construction entrance be located along East Palmetto Street; and 13. That the portion of the fence/wall to be located on the north side of Marilyn Street extend westward from the southeast corner of the site, only past the southeast access road area, and not extend adjacent to the vegetated wetland area. June 27, 2005 Morse - Page Three Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://www.myclearwater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S:IPlanning DepartmentlCD BIFLEX (FLD) Unactive or Finished ApplicationsTalmetto E2077 Coachman Reserve (MDR) - ApprovedlPalmetto E2077 Development Order.doc 0 Jul. 19 2005 01:24PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98139315848 Jul.19 01:22PM 01'32 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). ORIGINAL • ORIGIN* POINT TYPE SIZE SIZE OF TREE & CLUSTER CONDITION SAVE REMOVE TREE VALUE TOTAL VALUE 5092 OAK 4 4 3 4 24 96 5093 OAK 11,8 11 3 11 24 264 5094 OAK 8 8 3 8 24 192 5095 OAK 9 9 3 9 24 216 5096 OAK 6 6 3 6 0 5097 OAK 6 6 3 6 0 5098 OAK 11 11 3 11 0 5099 OAK 6 6 3 6 0 5100 OAK 14 0 2 0 0 5101 OAK 8 8 3 8 0 5102 OAK 12 12 3 12 24 288 5103 OAK 5 5 3 5 24 120 5104 OAK 10 10 3 10 24 240 5105 OAK 6 6 3 6 24 144 5106 OAK 10,5 10 3 10 24 240 5107 OAK 10 10 3 10 24 240 5108 OAK 13 13 3 13 24 312 5109 OAK 6 6 3 6 24 144 5110 OAK 5 5 3 5 24 120 5111 OAK 11 11 3 11 24 264 5112 OAK 7 7 3 7 24 168 5113 OAK 16 16 3 16 24 384 5114 OAK 7 7 3 0 5115 OAK 6 6 3 6 24 144 5116 OAK 4 4 3 4 24 96 5117 OAK 7 7 3 7 24 168 5118 OAK 12 12 3 12 24 288 5119 OAK 15 15 3 0 20 24 360 5120 OAK 5 5 3 5 24 120 5121 OAK 5 5 3 5 0 5122 OAK 7 7 3 0 7 24 168 5123 OAK 6 6 3 0 6 24 144 5124 OAK 8 8 3 0 8 24 192 5125 OAK 7,6 7 3 7 0 5126 OAK 15 15 3 15 0 5127 OAK 9 9 3 9 0 5130 OAK 7 7 3 7 0 5131 OAK 6 6 3 6 0 5132 OAK 11 11 3 11 0 5133 OAK 6 6 3 6 0 5135 OAK 7 7 3 7 0 5136 OAK 7 7 3 7 24 168 5137 OAK 7 7 3 7 24 168 5138 OAK 5 5 3 5 24 120 5139 OAK 5 5 3 5 24 120 5140 OAK 5 5 3 5 24 120 38 IJUN 07 2005 11 • ORIGINAL • POINT TYPE SIZE SIZE OF TREE & CLUSTER CONDITION SAVE REMOVE TREE VALUE TOTAL VALUE 1813 OAK 4 4 3 4 0 1814 OAK 4 4 3 4 0 1815 OAK 5 5 3 5 0 1816 OAK 5 5 3 5 0 1817 OAK 6 6 3 6 0 1818 OAK 5 5 3 5 0 1819 OAK 4 4 3 4 0 1820 OAK 6 6 3 6 0 1821 OAK 8 8 3 8 0 0 0 1822 OAK 7 7 3 7 0 1823 OAK 4 4 3 4 0 1824 CAMPHOR 4 4 3 4 0 1825 OAK 4 4 3 4 0 1826 OAK 7 7 3 7 0 1827 OAK 4 4 3 4 0 1828 OAK 4 4 3 4 0 1829 OAK 7 7 3 7 0 1830 OTHER 4 4 3 4 0 1831 OTHER 4,1 5 3 5 0 1832 OAK 8 8 3 8 24 192 1833 OAK 12 12 3 12 24 288 1834 OAK 12 12 3 12 24 288 1835 OAK 6 6 3 6 24 144 1836 OAK 7 7 3 4 24 168 1837 OAK 4 4 3 4 24 96 1838 OAK 10 10 3 10 24 240 1839 OAK 6 6 3 6 24 144 1840 OAK 10 10 3 10 24 240 1841 OAK 4 4 3 4 24 96 1842 OAK 10 10 3 10 24 240 1843 OAK 10 10 3 10 24 240 1844 OAK 14 14 3 14 24 336 1845 OAK 5 5 3 5 24 120 1846 OAK 10 10 3 10 24 240 1847 OAK 5 5 3 5 24 120 1848 OAK 4 4 3 4 24 96 1849 OAK 7 7 3 7 24 168 1850 OAK 6 6 3 6 24 144 1851 OAK 5 5 3 5 24 120 1852 OAK 6 6 3 6 24 144 1853 OAK 9 9 3 9 24 216 1854 OAK 10 10 3 10 24 240 1855 OAK 6 6 3 6 24 144 1856 OAK 6 6 3 6 24 144 1857 OAK 6 6 3 6 24 144 1858 OAK 4 4 3 4 24 96 10 111111 JUN 0 7 263-3 • 0 ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER CONDITION SAVE REMOVE TREE VALUE TOTAL VALUE 5187 OAK 9 9 3 9 24 216 5188 OAK 7 7 3 7 24 168 5189 OAK 16 16 3 16 24 384 5190 OAK 9 9 3 9 24 216 5191 OAK 8 8 3 8 24 192 5192 OAK 6 6 3 6 24 144 5193 OAK 6 6 3 6 24 144 5194 OTHER 12 12 3 13 24 288 5195 OAK 7 7 3 7 24 168 5196 OAK 10,9 0 2 0 0 5197 OAK 6 0 2 0 0 5198 OAK 7 7 3 7 24 168 5199 OAK 6 6 3 6 24 144 5200 OAK 8 8 3 8 24 192 5201 OAK 8 8 3 8 24 192 5202 OAK 5 5 3 5 24 120 5203 OAK 5 5 3 5 24 120 5204 OAK 6 6 3 6 24 144 5205 OAK 9 9 3 9 24 216 5206 OAK 11 11 3 11 24 264 5209 CAMPHOR 13 13 3 13 24 312 5210 CAMPHOR 11,7 0 2 0 0 5211 OAK 6 6 3 6 24 144 5212 OAK 7 7 3 7 24 168 5213 OAK 7 7 3 7 24 168 5214 OAK 7 7 3 7 24 168 5215 OAK 6 6 3 6 24 144 5216 OAK 5 5 3 5 24 120 5217 OAK 8 8 3 8 24 192 5218 OAK 7 7 3 7 24 168 5219 OAK 8 8 3 8 24 192 5220 OAK 5 5 3 5 24 120 5221 PINE 18 18 3 18 0 0 5222 OAK 6 6 3 6 24 144 5223 OAK 8 8 3 8 24 192 5224 OAK 6 6 3 6 24 144 5225 OTHER 4 4 3 4 24 96 5226 OAK 6 6 3 6 24 144 5227 PINE 20 20 3 20 24 480 5228 OAK 5,4,4,4 5 3 5 24 120 5229 OAK 4,5,7 7 3 0 7 24 168 5230 PINE 21 21 3 21 0 0 5231 OAK 6 6 3 6 0 0 5232 CAMPHOR 9 9 3 9 24 216 5233 OAK 14 14 3 14 0 5234 OAK 6 6 3 6 0 "I-L?U V 40 pd JUN 0 7 2:053 • ORIGINAL POINT TYPE SIZE SIZE OF TREE & CLUSTER CONDITION SAVE REMOVE TREE VALUE TOTAL VALUE 466/952 LIVE OAK 18 18 4 18 467/912 LIVE OAK 18,10 18 4 18 No numbe LIVE OAK 31 31 4 31 TOTAL 4069 11287 271355 Stt 5hitt I LL rVK 1 Ktt bANr% 1 V I HL 46 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ORIGINAL R ECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Prepared by EMK CONSULTANTS OF FLORIDA, INC. 7815 N. Dale Mabry Highway Tampa, Florida 33614 March 31, 2005 (Revised May 11, 2005 per City of Clearwater comments and developer changes) DRAINAGE CALCULATIONS for COACHMAN RESERVE Clearwater, Florida ORIGINAL TABLE OF CONTENTS PageNo. Narrative & Predevelopment Conditions ....................................... 1 Predevelopment Drainage Map .......................................... 2 Predevelopment Node / Link Diagram .................................... 3 Time of Concentration Calculations .. ... ..... .......................... 4-5 AdICPR Runs: Predevelopment Input ................................................. 6-8 Predevelopment Basin Summary ......................................... 9 - 10 Predevelopment Node Max Data ........................................... 11 Postdevelopment Conditions ........................................... 12 - 14 Postdevelopment Drainage Map ........................................ 15 Postdevelopment Node / Link Diagram .................................... 16 Stage - Storage Graphs ................................................ 17-22 AdICPR Runs: Postdevelopment Input ................................................. 23-30 Postdevelopment Basin Summaries .......................................... 31-34 Postdevelopment Node Max Data .......................................... 35 Water Quality ....................................................... 36 - 37 Appendix: SWFWMD Pre-Application Meeting Notes ................................ A-1 & A-2 SWFWMD Wetland Survey Approval ....................................... A-3 FEMA Map Information ............................................... A-4 & A-5 SCS Soil Survey ...................................................... A-6 TR - 55 Curve Number Chart .......................................... A-7 & A-8 NARRATIVE ' Boos Development, in conjunction with The Pulte Home Corporation, is proposing the development of this 29.82 acre condominium project in Clearwater, Florida. The property is located on the south side of Palmetto Street, approximately 1/8 mile west of Belcher Road. The property is located in Section 12, Township 295, Range 15 East. The project will include 142 condominiums, a clubhouse with swimming pool, and associated site amenities. Access to the site will be from Palmetto Street, a County street, and Marilyn Street, a City of Clearwater street. All construction will be in one phase. PREDEVELOPMENT CONDITIONS ' Predevelopment discharge is calculated for the entire site using AdICPR, with 9 inches of rainfall (25-year, 24-hour event) and the SCS Type II Florida modified raingall distribution. The predeveloped site is divided into a north and south basin. The north basin is 9.6 acres in size and drains overland to the north to the ditch in the south right-of-way of Palmetto Street. The ' south basin is 20.2 acres, inclusive of a large wetland with significant existing storage capacity. The south basin drains to this wetland which then discharges through an existing corrugated metal pipe under the right-of-way of Marilyn Street to an offsite lake to the south. ' A curve number of 60 is used for the existing conditions which is Woods, Fair Condition, with Myakka sands (use HSG B). See the Appendix to this report for inserts from the SCS Soil ' Survey and TR-55. The south basin Curve Numbers is weighted using a curve number of 100 for the 13 acre wetland and 60 for the 7.2 acre balance. ' In accordance with City of Clearwater and SWFWMD requirements, the postdevelopment discharge from the detention facilities based on a 25 year, 24 hour event will be limited to the predevelopment peak discharge from the same event. From page 11 of this report, note that the ' predevelopment peak discharge is 8.77 cfs for the north basin and 1.98 cfs for the south basin. For the south basin, the 25-year, 24-hour event is attenuated in the existing wetland. ' The time of concentration for each of the 2 subbasins is calculated using the TR-55 Method as shown on pages 4 and 5 of this report. KERR, Om%C (60' R/W) 65 I eg gl ( Eb ) GRAHAM I r DRIVE i9 Ig a? Yg I ,- f I ,I I I I ' l ( I (I I I KAPP III eD. ® AV C m m o m n m n m EXISTING CONDITIONS REUSE OF DOCUMENT EMK CONSULTANTS DI FLORIDA, INC. m ' i W z m o r M n f THE IDEAS 6 DESIGN INCOR- O c N x VI m m m O z '^ m z ?^ COACHMAN RESERVE PORATED HEREON. AS AN IN- SRUMENT OF PROFESSIONAL 7815 North Dole Mabry Highway TDm a 33614 Florida D D m O _ = o O D x m < x .. x m SERVICE, IS THE PROPERTY Of EMK CONSULTANTS OF FL.. p , . PH. (813) 931-8900 o \O m K INC. B IS NOT 70 BE USED FOR EMDil : EMKOEMKFLA.COM PINELLAS COUNTY FL, Ne. DESCRIPTIONS DATE B* ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF ENGINEERS • SURVEYORS - LAND PLANNERS REVISIONS EMK CONSULTANTS OF FL.. INC. Copyright (D 2000 EMK COn5U)IOnlS 01 Florida, Inc. FLORNA PROFESSIONAL ENGINEER N MODIFY YEL . -,F GHLIGHTED CELLS. ". LYI . I , TIME OF CONCENTRATION CALCULATED BY TR-55 METHOD -1? Sheet Flow 9011 W Coll cenfffite"'d Flavu Channel/Pi pe Flow Manning's n-value n = 0.40 Unpaved Diameter in feet' D 2 00 Length in feet L= 200.00 Slope s_ 0.0025 Length in feet L= . 0 00 Slope S= 0.0025 Length in feet L= 200.00 t . Precipitation (in/hr) P= 4.50 Im. Mal Slope S= 0.0050 Tt = 0.07 Manning's n-value n= 0.013 Cross section area a= 3.14 Paved Wetted perimeter Pw = 6.28 Slope S= 0.0050 Hydraulic radius r= 0.50 Length in feet L= 0.00 Tt = 1.21 Tt = 0.00 Tt = 0.0011 TOTAL TIME OF CONCENTRATION 76.57 minutes or 1.28 Hours The formulas utilized are as follows: Sheet flow Tt = (0.007 * ( n * L) ^ 0.8) / ((P ^ 0.5) * (s ^ 0.4)); Shallow concentrated flow paved Tt = L / ((20.3282 * (s ^ 0.5)) * 3600); Shallow concentrated flow unpaved Tt = L / ((16.1345 * (s ^ 0.5)) * 3600); and Channel/Pipe flow Tt = (L * n) / ((1.49 * (r ^ 0.667) * (s ^ 0.5)) * 3600) TIME OF CONCENTRATION CALCULATED BY SCS CURVE NUMBER METHOD - Qverla?! F?ai?fifr ? ' Hydraulic length in feet Lh = 0.00 Curve number CN = 80.00 Slope ft/ft s = `. 0 Q029 Lag (hr) L = 0.0011 Tc = N? Yz?-l The formulas utilized are as follows: Tc = L / 0.6; L = (Lh ^ 0.8) * ((S + 1) ^ 0.7) / 1900 * (s ^ 0.5); and S = (1000 / CN) - 10 MODIFY YELLOW; HIGHLIGHTED* CELLS ONLYI II TIME OF CONCENTRATION CALCULATED BY TR-55 METHOD lcsrn? Sheet Sli?ailow C? li en>)irated Now r e.. •r Channiel/Pi I r iR'.. • .nrr .. .:1r ,:... .. r- .tiv 1. pe Flow i n Manning's n-value n = 0.40 Unpaved . Diameter in feet .r ..:. D - 2 00 Length in feet L= 200.00 Slope S= 0.0053 Length in feet L= . 0 00 Slope S= 0.0075 Length in feet L = 0.00 t: . Precipitation (in/hr) P= 4.50 § Slope S= 0.0050 Tt = 0.00 Manning's n-value n= 0.013 Cross section area a= 3.14 Paved Wetted perimeter Pw = 6.28 Slope S= "' 0.0050 Hydraulic radius r= 0.50 Length in feet L= 0.00 Tt = 0.78 Tt = 0.00 Tt = 0.00 TOTAL TIME OF CONCENTRATION 46.68 minutes or 0.78 Hours The formulas utilized are as follows: Sheet flow Tt = (0.007 * ( n * L) ^ 0.8) / ((P ^ 0.5) * (s " 0.4)); Shallow concentrated flow paved Tt = L / ((20.3282 * (s ^ 0.5)) * 3600); Shallow concentrated flow unpaved Tt = L / ((16.1345 * (s ^ 0.5)) * 3600); and Channel/Pipe flow Tt = (L * n) / ((1.49 * (r ^ 0.667) * (s ^ 0.5)) * 3600) TIME OF CONCENTRATION CALCULATED BY SCS CURVE NUMBER METHOD 11,,,? Tc = - ? r C?ve?la Hydraulic length in feet Lh = Curve number CN = Slope ft/ft s = Lag (hr) L = 0.00 80.00 0.0029 0.00 0. The formulas utilized are as follows: Tc = L / 0.6; L = (Lh ^ 0.8) * ((S + 1) ^ 0.7) / 1900 *(S ^ 0.5); and S = (1000 / CN) - 10 Basins =_------------------------ Name: Pre Site North ' Group: BASE Unit Hydrograph: Uh256 Rainfall File: Flmod ' Rainfall Amount(in): 9.000 Area (ac): 9.600 Curve Number: 60.00 DCIA(%): 0.00 11 F Node: Palmetto Street Statu Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 76.60 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.0 ------------------------ Name: Pre Site ------------ South ----------------------------- Node: Wetland --------- Statu Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 9.000 Time of Conc(min): 46.70 Area(ac): 20.200 Time Shift(hrs): 0.00 Curve Number: 85.70 Max Allowable Q(cfs): 999999.0 DCIA(%): 0.00 Nodes -------------------------------------------------------------------------- -------------------------------------------------------------------------- Name: Offsite Lake Group: BASE Type: Time/Stage Time(hrs) Stage(ft) 0.00 67.000 10.00 67.500 12.63 68.380 24.00 67.300 Base Flow(cfs): 0.000 Init Stage( Warn Stage( -------------------------------------------------------------------------- ' Name: Palmetto Street Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: Time/Stage Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 3 Time(hrs) Stage(ft) ' _- ---- 0.00 66.000 10.00 67.000 13.00 20.00 68.500 67.500 ----------------------- Name: Wetland ------------------------------ Base Flow(cfs): 0.000 --------------------- Init Stage( ' Group: BASE Warn Stage( Type: Stage/Area Stage(ft) Area(ac) --------------- ------- 66.000 3.4120 -------- 67.000 8.8410 68.000 13.0160 68.500 15.0000 ' Pipes ----------------------- ----------------------- ------------------------------- ------------------------------- -------------------- -------------------- Name: Existing Pipe From Node: Wetland Length(ft Group: BASE To Node: Offsite Lake Coun ' UPSTREAM DOWNSTREAM Friction Equatio Solution Algorith Geometry: Horz Ellipse Horz Ellipse Flo Span(in): 24.00 24.00 Entrance Loss Coe Rise(in): 15.00 15.00 Exit Loss Coe ' Invert(ft): 67.460 67.300 Bend Loss Coe Manning's N: 0.025000 0.025000 Outlet Ctrl Spe Top Clip(in): 0.000 0.000 Inlet Ctrl Spe ' Bot Clip(in): 0.000 0.000 Stabilizer Optio ' Upstream FHWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet-thin edge projecting ' Downstream FHWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet-thin edge projecting Hydrology Simulations -------------------------------------------------------------------------- -------------------------------------------------------------------------- Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 3 1 Name: 25 24 ' Filename:_C:\Program Files\Icpr3\Coachman Reserve\25 24.R32 Override Defaults: No ' Time(hrs) Print Inc(min) 24.000 10.00 Routing Simulations Name: 25 24 Hydrology Sim: 25 24 ' Filename: C:\Program Files\Icpr3\Coachman Reserve\25 24.132 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): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time.(hrs) Print Inc(min) i --------------- --------------- 24.000 10.000 Group Run BASE Yes Boundary Conditions -------------------------------------------------------------------------- -------------------------------------------------------------------------- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 Basin Name: Pre Site North Group Name: BASE ' Simulation: 25 24 Node Name: Palmetto Street Basin Type: SCS Unit Hydrograph ' Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 10.21 Comp Time Inc (min): 10.21 ' Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 76.60 Time Shift (hrs): 0.00 Area (ac): 9.600 ' Vol of Unit Hyd (in): 1.000 Curve Number: 60.000 DCIA (%): 0.000 ' Time Max (hrs): 12.94 Flow Max (cfs): 8.784 Runoff Volume (in): 4.087 Runoff Volume (ft3): 142440.202 -------------------------------------------------------------------------- ' Basin Name: Pre Site South Group Name: BASE Simulation: 25 24 Node Name: Wetland ' Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 ' Peaking Fator: 256.0 Spec Time Inc (min): 6.23 Comp Time Inc (min): 6.23 Rainfall File: Flmod ' Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 46.70 ' Time Shift (hrs): 0.00 Area (ac): 20.200 Vol of Unit Hyd (in): 1.000 Curve Number: 85.700 ' DCIA (%): 0.000 Time Max (hrs): 12.45 Flow Max (cfs): 46.711 ' Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 2 0 ' Runoff Volume (in): 7.262 Runoff Volume (ft3): 532509.567 C .11.1 1- I' C Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 2 I? 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 Offsite Lake BASE 25 24 12.64 68.379 68.500 0.0700 14 18.51 1.982 0.00 0 000 Palmetto Street BASE 25 24 13.00 68.500 69.000 0.0083 0 12.84 8.766 0.00 . 0.000 Wetland BASE 25 24 24.00 68.119 68.500 0.0049 587621 12.49 46.307 18.51 1.982 Interconnected Channel and Pond Routing Model (ICPR) ®2002 Streamline Technologies, Inc. Page I of I POSTDEVELOPMENT CONDITIONS ' The postdeveloped model includes 6 subbasins, 4 pretreatment ponds (prior to discharge into the wetland), the wetland storage facility, and 1 detention pond which discharge to the Palmetto Street right-of-way. _Subbasins 1 through 4 drain through pretreatment ponds B, C, D, and E prior to ' discharge to the wetland. The wetland then discharges to the Offsite Lake through a new control structure and pipe. Subbasin 5 is the area immediately along the perimeter of the wetland and it discharges directly to the wetland. Subbasin drains to pond A, which in turn discharges to Palmetto Street. The total area of the 6 subbasins total to 29.8 acres as do the two predevelopment basins. A minimal time of concentration of 15 minutes is used for each subbasin except that 20 minutes is used for the larger subbasin 4. A curve number of 61 is used for the proposed open space which is Lawns, Good Condition, with Myakka sands (use HSG B). See the Appendix to this report ' for inserts from the SCS Soil Survey and TR-55. (The exception is that for the area immediately adjacent to the wetland, the existing conditions curve number of 60 is used for the open space. See Basin Area Data below for Post Site 5.) BASIN AREA DATA - POST SITE 1 ' Acres CN CN x A ' Pond 0.17 100 17.00 Impervious 1.43 98 140.14 Green 0.93 61 56.73 ' TOTALS 2.53 213.87 WEIGHTED `CN' 213.87/2 53=84.5 . ' BASIN AREA DATA - POST SITE 2 Acres CN CN x A ' Pond 0.30 100 30.00 Impervious 0.50 98 49.00 ' Green 0.41 61 25.01 TOTALS 1.21 104.01 WEIGHTED `CN' 104.01 / 1.21 = 86.0 ? iL BASIN AREA DATA - POST SITE 3 ' Acres CN CN x A Pond 0.28 100 28.00 ' Impervious 3.46 98 339.08 Green 2.24 61 136.64 TOTALS - 5.98 - - 503.72 ' WEIGHTED `CN' 503.72 / 5.98 = 84.2 BASIN AREA DATA - POST SITE 4 Acres CN CN A x ' Pond 0.11 100 11.00 Impervious 0.74 98 72.52 Green 0.53 61 32.33 ' TOTALS 1.38 115.85 WEIGHTED `CN' 115.85 / 1.38 = 83.9 BASIN AREA DATA - POST SITE 5 ' Acres CN CN x A ' Wetland 13.00 100 1300.00 Impervious 0.54 98 52.92 ' Green TOTALS 2.49 16 03 60 149.40 1502 32 . . ' WEIGHTED `CN' 1502.32 / 16.03 = 93.7 BASIN AREA DATA - POST SITE 6 ' Acres CN CN x A ' Pond 0.27 100 27.00 Impervious 1.61 98 157.78 Green 0.79 61 48.19 ' TOTALS 2.67 232.97 WEIGHTED `CN' 232.97 / 2.67 = 87.25 ' 1 5 For stage area data for each pond, pretreatment sump, and the wetland, see pages 17 thru 22 this report. A summary of the pre and postdevelopment discharges follows. The numbers in parentheses are the page numbers of this report on which the data can be found. North Basin (Palmetto Street) South Basin (Offsite Lake) Predevelopment Discharge Postdevelopment Discharge 8.77 cfs (11) 8.49 cfs (35) 1.98 cfs (11) 1.84 cfs (35) ? 6s 1 fi s' a? • I 6t 1 0RAHAM DRIVE t? d? KAPP DRIVE III m m° nv m a m a m POST CONDITIONS REUSE OF DOCUMENT EMK CONSULTANTS of FLORIDA, INC. m o_ r n f THE IDEAS 6 DESIGN INCOR- N 3 N m !^ m m m m m COACHMAN RESERVE PORATED HEREON. ASFESSIO AN IN- T OF PRONAL S - 7815 Norlh Dole Mabry Highway Tampa 33614 Florida CO m a ;u ti Z 5 0 D K < o to . SE ER VVI C1CE. IS THE PROPERTY OF EMK CONSULTANTS OF FL . Q . . PH . )813) 931-8900 0 ° 0 \o m INC. 615 NOT TO BE USED FOR EMoit :EMK eE MKFL A.COM a PINELLAS COUNTY FL. Ne. pE9[gDT10N5 DATE er ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF ENGINEERS • SURVEYORS LAND PLANNERS REVISIONS EMK CONSULTANTS OF FL.. INC. Co yri hl ©2000 EMK LanSVllanl5 0l Florida. Inc. FLORIDA OgafE GSIONeL ENWNECR N. POST SITE I POST SITE 2 2.53 AC. 1.21 AC. CN=84.5 CN=86.0 PALMETTO STREET DROP STRUCTURE 18R.C.P. POND B POND C POND A 24" R.C.P. POST SITE 3 5.98 AC. POND D CN=84.2 SPILLWAY POND E SPILLWAY WETLAND STORAGE DROP STRUCTURE POST SITE 4 1.38 AC. OFFSITE CN=83.9 LAKE POST SITE 6 2.67 AC. CN=87.2 POST SITE 5 16.03 AC. CN=93.7 POSTDEVELOPMENT NODE / LINK DIAGRAM I?p 72 Pond A 71 70 N rn CU 69 Pond A Initial Stage Warning Stage 68 L 0 0.2 0.4 0.6 0.8 Volume (aO Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. 72 F- N m t0 Pond B 70 68 66 L 0 Pond B Initial Stage Warning Stage 0.1 0.2 0.3 0.4 Volume (a17 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. CAS 72 z rn m U) Pond C 70 68 66 L 0 Pond C Initial Stage Warning Stage 0.5 1 1.5 2 Volume (aO Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. 72 F- a) rn U) Pond D 70 68 66 L 0 Pond D Initial Stage Warning Stage 0.1 0.2 0.3 0.4 Area (ac) Interconnected Channel and Pond Routing Model (1CPR) 02002 Streamline Technologies, Inc. 'V O 72 z m rn m U) Pond E 70 68 66 L 0 Pond E Initial Stage Warning Stage 0.05 0.1 0.15 0.2 Volume (af) Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. 70 (D a m U) Wetland 69 68 67 Wetland Initial Stage Warning Stage 66 6 0 5 10 15 Volume (ai) 20 25 Interconnected Channel and Pond Routing Model QCPR) 02002 Streamline Technologies, Inc. ------------------------ Basins =----------- -------------- -------------- --------------------------- --------------------------- --------- ------ Name: Post Site 1 Node: Pond B Statu ' Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 9.000 Time of Conc(min): 15.00 ' Area(ac): 2.530 Time Shift(hrs): 0.00 Curve Number: 84.50 Max Allowable Q(cfs): 999999.0 DCIA(%): 0.00 ' ' ------------------------ Name: Post Site -------------- 2 --------------------------- Node: Pond C --------- Statu Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 ' Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 9.000 Time of Conc(min): 15.00 Area(ac): 1.210 Time Shift(hrs): 0.00 Curve Number: 86.00 Max Allowable Q(cfs): 999999.0 ' DCIA(%): 0.00 ------------------------- ------------- ---------------------------- -------- Name: Post Site 3 Node: Pond D Statu Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 9.000 Time of Conc(min): 20.00 Area(ac): 5.980 Time Shift(hrs): 0.00 Curve Number: 84.20 Max Allowable Q(cfs): 999999.0 DCIA(%): 0.00 - ------------------------- Name: Post Site ---------- --- 4 --------------------------- Node: Pond E -------- Statu Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 ' Rainfall Amount(in): 9.000 Time of Conc(min): 15.00 Area(ac): 1.380 Time Shift(hrs): 0.00 Curve Number: 83.90 Max Allowable Q(cfs): 999999.0 Interconnected Channel and Pond Ro uting Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 8 ' ' v t 1 1 DCIA(%): 0.00 ------------------------ Name: Post Site ----------- 5 ------------------------------ Node: Wetland --------- Statu Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 9.000 Time of Conc(min): 15.00 Area(ac): 16.030 Time Shift(hrs): 0.00 Curve Number: 93.70 Max Allowable Q(cfs): 999999.0 DCIA(%): 0.00 ------------------------ Name: Post Site ------------ 6 ------------------------------ Node: Pond A -------- Statu Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 9.000 Time of Conc(min): 15.00 Area(ac): 2.670 Time Shift(hrs): 0.00 Curve Number: 87.20 Max Allowable Q(cfs): 999999.0 DCIA(%): 0.00 Nodes -------------------------------------------------------------------------- -------------------------------------------------------------------------- Name: Offsite Lake Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: Time/Stage Time(hrs) Stage(ft) 0.00 67.000 10.00 67.500 12.50 68.200 24.00 67.300 -------------------------------------------------------------------------- ' Name: Palmetto Street Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: Time/Stage I Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 8 ? Z¢ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Time (hrs-) Stage(ft) --------------- --------------- 0.00 66.000 10.00 67.000 13.00 68.500 20.00 67.500 -------------------------------------------------------------------------- Name: Pond A Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 68.500 0.1600 69.500 0.1900 70.500 0.2300 71.500 0.2700 -------------------------------------------------------------------------- Name: Pond B Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 67.500 0.0900 68.500 0.1100 69.500 0.1400 70.500 0.1700 -------------------------------------------------------------------------- Name: Pond C Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 67.500 0.1800 68.500 0.2200 69.500 0.2600 70.500 0.3000 -------------------------------------------------------------------------- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 8 ZS ' Name: Pond D Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: St-age/Area Stage(ft) - --------------- ------ Area(ac) --------- 67.500 0.1523 68.500 0.1927 69.500 0.2368 ' 70.500 0.2833 ---------------------- Name: Pond E --------------------------------- Base Flow(cfs): 0.000 ------------------- Init Stage( Group: BASE Warn Stage( Type: Stage/Area Stage(ft) Area(ac) --------------- ------- 67.500 -------- 0.0200 68.500 0.0400 69.500 0.0800 ' ---------70500 ----------- 0.1100 -------------------------------- ------------------- Name: Wetland Base Flow(cfs): 0.000 Init Stage( Group: BASE Warn Stage( Type: Stage/Area Stage(ft) Area(ac) --------------- ------- -------- 66.000 3.4120 67.000 8.8410 68.000 13.0160 68.500 15.0000 ----------------------- ----------------------- -------------------------------- -------------------------------- ------------------- ------------------- Name: Pond BC Conn From Node: Pond B Length(ft Group: BASE To Node: Pond C Coun Friction Equatio UPSTREAM DOWNSTREAM Solution Algorith Geometry: Circular Circular Flo Span(in): 18.00 18.00 Entrance Loss Coe Rise(in): 18.00 18.00 Exit Loss Coe Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 4 of 8 II Invert(ft): 64.920 64.880 Bend Loss Coe Manning's N: 0.013000 0.013000 Outlet Ctrl Spe Top Clip(in):_ 0-.000 0.000 Inlet Ctrl Spe Bot Clip(in): 0.000 0.000 Stabilizer Optio ' Upstream FHWA Inlet Edge D escription: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: Pond CD Conn From Node: Pond C Length(ft Group: BASE To Node: Pond D Coun Friction Equatio UPSTREAM DOWNSTREAM Solution Algorith Geometry: Circular Circular Flo Span(in): 24.00 24.00 Entrance Loss Coe ' Rise(in): 24.00 24.00 Exit Loss Coe Invert(ft): 63.830 62.100 Bend Loss Coe Manning's N: 0.013000 0.013000 Outlet Ctrl Spe Top Clip(in): 0.000 0.000 Inlet Ctrl Spe Bot Clip(in): 0.000 0.000 Stabilizer Optio ' Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Drop Structures -------------- -------------- --------------- --------------- ---------------- ---------------- -------------------- -------------------- --------- --------- Name: Control North From Node: Pond A Length(ft Group: BASE To Node: Palmetto Street Coun UPSTREAM DOWNSTREAM Frictio n Equatio Geometry: Circular Circular Solution Algorith Span(in): 24.00 24.00 Flo Rise(in): 24.00 24.00 Entrance Loss Coe ' Invert(ft): 68.000 67.800 Exit Loss Coe Manning's N: 0.013000 0.013000 Outlet Ctrl Spe Top Clip(in): 0.000 0.000 Inlet Ctrl Spe t Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 5 of 8 ' Bot Clip(in): 0.000 0.000 Solution Inc 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 1 for Drop Structure Control North *** 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): 26.00 Invert(ft): 69.800 ' Rise(in): 12.00 Control Elev(ft): 69.800 ' -------------- Name: ------------------------------- Control South From Node: -------------------- Wetland --------- Length(ft Group: BASE To Node: Offsite Lake Coun UPSTREAM DOWNSTREAM Friction Equatio ' Geometry: Circular Circular Solution Algorith Span(in): 18.00 18.00 Flo Rise(in): 18.00 18.00 Entrance Loss Coe Invert(ft): 67.500 67.300 Exit Loss Coe Manning's N: 0.013000 0.013000 Outlet Ctrl Spe Top Clip(in): 0.000 0.000 Inlet Ctrl Spe Bot Clip(in): 0.000 0.000 Solution Inc ' Upstream FHWA Inlet Edge Description: Circular Concr ete: Square edge w/ headwall Downstream FHW A Inlet Edg e Description: Circular Concr ete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Control South *** Count: 1 Bottom Clip(in): 0.000 t Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 67.500 Rise(in): 12.00 Control Elev(ft): 67.500 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 6 of 8 r 1 Weirs Name: Pond D Overflow From Node: Pond D Group: BASE To Node: Wetland Flow: Both Count: 1 Type: Vertical: Frea d Geometry: Rectangular Span(in): 120.00 ' Rise(in): 30.00 Invert(ft): 68.200 Control Elevation(ft): 68.200 TABLE B ottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 ' Orifice Discharge Coef: 0.600 - --------- ---- --------------- ---------------- - -- ----------------------------- Name • Pond E Overflow From No d e: Pond E Group: BASE To Node: Wetland Flow: Both Count: 1 Type: Vertical: Fread Geometry: Rectangular Span(in): 120.00 Rise(in): 30.00 Invert(ft): 69.000 Control Elevation(ft): 69.000 TABLE Bottom Clip(in): 0.000 ' Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 -------------- -------------- Hydrology ---------------- ---------------- Simulations ---------------- ---------------- ---------------------------- ---------------------------- Name: 25 24 Filename: C:\Program Files\Icpr3\Coachman Reserve\25 24.R32 Override Defaults: No ' Time(hrs) Print Inc(min) --------------- --------------- 24.000 10.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 7 of 8 Routing Simulations Name: 25 24 Hydrology Sim: 25 24 Filename: C:\Program Files\Icpr3\Coachman Reserve\25 24.232 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): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: ' Ti h P i i me( rs) nt Inc(m r n) --------------- --------------- 24.000 10.000 Group Run ------------ --- ----- BASE Yes ' -------------------------------------------------- -------------------------------------------------- Boundary Conditions --------------- --------------- --------- --------- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 8 of 8 3a I Basin Name: Post Site 1 Group Name: BASE ' Simulation: Node Name: 25 24 Pond B Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 ' Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Camp Time Inc (min): 2.00 Rainfall File: Flmod ' Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 2.530 Vol of Unit Hyd (in): 1.000 ' Curve Number: 84.500 DCIA (%): 0.000 ' Time Max (hrs): Flow Max (cfs): 12.10 10.438 Runoff Volume (in): 7.118 Runoff Volume (ft3): 65369.687 ------------------------- ------------------------------------------------- Basin Name: Post Site 2 ' Group Name: BASE ' Simulation: 25 24 Node Name: Pond C Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 ' Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): Storm Duration (hrs): 9.000 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 1.210 Vol of Unit Hyd (in): 1.000 Curve Number: 86.000 ' DCIA (%): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 5.087 ' Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 4 3 1 1 1 1 1 1 1 1 Runoff Volume (in): 7.301 Runoff Volume (ft3): 32069.394 ---------------------- Basin Name: Group Name: Simulation: Node Name: Basin Type: Unit Hydrograph: Peaking Fator: Spec Time Inc (min): Comp Time Inc (min): Rainfall File: Rainfall Amount (in): Storm Duration (hrs): Status: Time of Conc (min): Time Shift (hrs): Area (ac): Vol of Unit Hyd (in): Curve Number: DCIA (%) : Time Max (hrs): Flow Max (cfs): Runoff Volume (in): Runoff Volume (ft3): -------------------- Post Site 3 BASE 25 24 Pond D SCS Unit Hydrograph Uh256 256.0 2.67 2.67 Flmod 9.000 24.00 Onsite 20.00 0.00 5.980 1.000 84.200 0.000 12.13 21.525 7.081 153713.106 -------------------------------------------- Basin Name: Post Site 4 Group Name: BASE Simulation: 25 24 Node Name: Pond E Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 1.380 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 4 '?3 Z--- 1 1 1 1 1 1 1 1 1 1 Vol of Unit Hyd (in): 1.000 Curve Number: 83.900 - DCIA (%) : 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 5.648 Runoff Volume'(in): 7.044 Runoff Volume (ft3): 35288.261 -------------------------------------------------------------------------- Basin Name: Post Site 5 Group Name: BASE Simulation: 25 24 Node Name: Wetland Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 16.030 Vol of Unit Hyd (in): 1.000 Curve Number: 93.700 DCIA (%): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 72.365 Runoff Volume (in): 8.238 Runoff Volume (ft3): 479347.862 -------------------------------------------------------------------------- Basin Name: Post Site 6 Group Name: BASE Simulation: 25 24 Node Name: Pond A Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 4 1 55 1 Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 ' - Status: Time of Conc (min): Onsite 15.00 Time Shift (hrs): 0.00 Area (ac): 2.670 Vol of Unit Hyd (in): 1.000 Curve Number: 87.200 DCIA (°s): 0.000 Time Max (hrs): 12.10 ' Flow Max (cfs): 11.383 Runoff Volume (in): 7.448 Runoff Volume (ft3): 72184.772 0 u 0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 4 of 4 Name Group Simulation Max Time Stage. hrs Max Stage ft Warning Stage ft Max Delta Stage ft Max Surf Area ft2 Max Time Inflow hrs Max Max Time Inflow Outflow Cfs hrs Max Outflow Cfs Offsite Lake BASE 25 24 12.50 68.200 68.500 0.0700 0 24.00 1.844 0.00 0.000 Palmetto Street BASE 25 24 13.00 68.500 69.000 0.0083 0 12.37 8 .489` 0 00 0 000 Pond A BASE 25 24 12.37 70.974* 71.500 -0.0039 10844 12.17 . 10.704 . 12.37 . 8.489 Pond B BASE 25 24 12.49 70.101 70.500 -0.0050 6888 12.17 9.830 12.48 6.479 Pond C BASE 25 24 12.49 69.435 70.500 0.0037 11224 12.19 10.511 12.66 9.918 Pond D BASE 25 24 12.32 69.105 70.500 0.0034 9563 12.17 27.827 12.32 27.566 Pond E BASE 25 24 12.17 69.301 70.500 0.0043 3139 12.17 5.321 12.17 5.297 Wetland BASE 25 24 23.99 68.428 68.500 0.0028 640990 12.17 99.041 24.00 1.844 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 1 WATER QUALITY ' North Basin: The Southwest Florida Water Management District requires treatment of the initial one-inch of runoff in the retention pond. The method of treatment chosen for Drainage Area 6 is wet detention. ' Pertinent data: Basin Area = 2.67 acres = 116,496 sq.ft. Water quality volume = 0.22 ac-ft or 9,708 cf ' Water quality elevation = 69.8 (note that at this elevation, required storage is slightly exceeded) Design normal water elevation = 68.5 Estimated SHGW elevation = 68.5 The falling head equation is used to calculate the orifice size for the wet detention system: Time = 2 (Avg. Area of Pond) x ( H '' - h C x Orifice Area x (2g) Avg. Area of Pond = 7,850 sf, H (elevation diff. between top of water quality and orifice) = 1.3 feet ' h (elevation diff. between mid-point of water quality and orifice) = 0.65 feet C (orifice coefficient) = 0.61 g (gravity constatnt ) = 32.2 ft / sec-sec ' Using a 7/8 inch orifice, the drawdown time for the first half of the WQ volume is 72.2 hours, ' therefore the drawdown time for the entire volume will be greater than 120 hour. Required Littoral Zone Size: 35% x 7,000 sf x (1.3 / 1.5) = 2,123 sf Littoral Zone Provided: 2,200 sf South Basin: The southerly wetland system has an average seasonal high water level of 67.1. The ' normal water level is at existing grade level. The existing 15" x 24" CMP discharge at the south end of the wetland has an invert elevation of approximately 67.5. Therefore the wetland pool typically fluctuates below this invert be percolation, evaporation, and evapotranspiration. This ' system is mimicked in the postdevelopment conditions and therefore no standard water quality calculations are provided. Note that the drainage area to this wetland is increased from 20.2 acre in the pre conditions to 27.13 acres in the after. Because the wetland appears somewhat dehydrated, this existing flow area is intended to improve the quality of the wetland. Note that 1 inch of runoff from the additional 6.93 acres of inflow area amounts to only 0.06 vertical inches of storage in the wetland when measured at the seasonal high water level (8.8 acres +/-). At 60 hours, Y2 the volume is discharged. Area at Top of WaterQaulity = 8,700 sq.ft. Area at Pond Bttm/SHWT = 7,000 sq.ft. Elev. at Top of Water Quality = 69.80 ft Elev. at Pond Bttm/SHWT. = 68.50 ft A 7,850 sf Orifice Diameter = 0.875 in = 7/8 in Orifice area (a) = 0.0042 sq.ft. hl = 1.34 ft h2 = 0.67 ft T(sec) = ((2*A) / 0.61 *a*(2g^0.5) )*(h 1 "0.5)-(h2"0.5) T = 260058 T(hr) = 72.24 ?-_ Elevation at 36hr = 69.47 Begin Attenuation at = 19.10 15700 1.15605 21 THIS SPACE IS FORMATTED TO FACILITATE AND GUIDE THE DIALOGUE DURING A PRE-APPLICATION MEETING AND PROVIDE NOTE T? A SUPPLEMENTAL "PROMPT LIST" OF DISCUSSION ITEMS IS ATTACHED, WHICH SHOULD BE EXAMINED BY THE APPLICANT PARTIES P MEETING TO IDENTIFY TOPICS FOR DISCUSSION. Southwest Florida Water Management District FILE No. Resource Regulation Division 29-15-12 ERP Pre-Application Meeting NOTES Date: November 16, 2004 Time: 11 AM Project Name: Coachman Reserve Attendees: Michelle Hopkins, Alberto Martinez, Duane Milford, David Morse, Alec Hoffner, Parker Hirons, Robin Kendall County: Pinellas S/T/R: 12-29-15 Total Land acreage: 30 Project acreage: 30 Onsite/Offsite Permit activity: o known permits ect Overview: construction of a townhome development. Information Discussion: (Site Topography, SHW Levels, Flood plain Elevations, Conveyance and Storage, Tailwater Conditions, :nt Offsite Contributing Sources, Receiving Waterbody, Karst Formations, Existing Wells, Contaminated Sites / Coordination w/ FDEP, etc.). There is a large wetland onsite that they would like to use for treatment and attenuation. Provide soil borings to support the elevation of the SHWT and excavation depth. They may also want to schedule a site visit with District staff to review wetland water levels, for the wetland to be used for treat Verify that the project has a positive outfall .... to use open basin discharge design. onmental Discussion: (Wetlands Onsite, Wetlands On Adjacent Properties, Site Visit, Delineation, Permanent/Temporary Impacts, Wetland Hydrology, Drawdown Issues, Alternatives Analysis, Elimination/Reduction, Secondary and Cumulative Impacts, T&E species, ation Easements, Buffers, Mitigation Options, Mitigation Costs, OFW, Aquatic Preserve, etc.) The wetland limits need to be reviewed by District staff. No wetland impacts are proposed at this time, except temporary impacts to remove nuisance vegetation. They are also looking at options that may involve impacting the wetland because of the site layout. If so, t will need to address elimination and reduction of impacts. Required mitigation will need to meet UMAM requirements. They will need to provide pre-treatment of the runoff prior to discharging to the wetland. They will need t that the wetland is not connected to the adjacent wetland, such that treatment flows are mixed. This wetlai need to have a control structure. The portion of the wetland that extends into the road R/W (a small portion along the edge of the road) will ' City approval for use of the wetland for treatment and attenuation. Provide a minimum 15', average 25 buffer to avoid addressing secondary impacts. If impacts to the bu proposed, provide options such a buffer planting to offset secondary impacts. JP Pre-Application Meeting NOTES OPERATIO 2000 Page 1 of 2 September ffer NAL sh, w overeign Lands Discussion: (Title Determination, Delegated Authority, Correct Form of Authorization, Content of Application, ssessment of Fees, Coordination with FDEP, etc.) No known sovereign lands issues. Water Quantity Discussion: (Basin Description, Design Storm Event, Pre/Post Volume, PrelPost Discharge, Local Requirements, Other) ' Show that the post-development peak discharge rate will not exceed the pre-development peak discharge r for a 25 year, 24 hour storm. Demonstrate no net fill in a 100 year floodplain. Water Quality Discussion: (Type of Stormwater Treatment, Technical Characteristics, Non-presumptive Alternatives, Construction Phase ter Management and Erosion Control, Contaminated Sites, Ground Water Protection, etc.) • Water quality treatment will probably be provided through wet-detention in the wetland. le-ration And Maintenance, Legal information: (Ownership or Perpetual Control, Eminent Domain, Work on District Property, Inspections During Const., O&M Entity, System O&M Instructions, Homeowner Association Documents, Coastal Zone Requirements, Public etc.) . • Provide a• copy of the deed or contract for sale for evidence of ownership. • Provide draft association documents (articles of incorporation and deed restrictions). Application Type And Fee Required: (40D-4.041 Permits Required, 40D-1.607 Fee Schedule, eta) •t ERP General (as long as applicable wedand/surface water limits are less than 1 acre), $1600 fee, Forms AC and E er: (Future Pre-Application Meetings, Fast Track, Submittal Date, Construction Start Date, Required District Permits - WUP, WOD, Well Cruction, etc.) 411cl N/A osure: The District ERP pre-application meeting process is a service made available to the public to assist interested parties in preparing for submittal of a complete permit application. Information shared at pre-application meetings is superseded by the actual permit application submittal. D ct permit decisions are based upon information submitted during the application process and Rules in effect at the time the application is c lete. R#re-Application Meeting NOTES Page 2 of 2 OPERATIONAL September 2000 ce ? - t, - deDc c F . .. An Equal Opportunity ' Employer- Water Management District Tampa Service office Bartow Service Office 7601 Highway 301 North 170 Century Boulevard Tampa, Florida 33637.6759 Bartow. Florida 33830-7700 (813) 985-7481 or (863) 534-1448 or 1-800.836-0797 (FL only) 1-800.492.7862 (FL only) SUNCOM 578.2070 SUNCOM 572-6200 2379 Broad Street, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Ronnie E. Duncan Chair, Pinellas Thomas G. Dabney, II ' Vice Chair, Sarasota Heidi B. McCrea Secretary, Hillsborough Watson L Haynes, 11 Treasurer, Pinellas Edward W. Chance Manatee Monroe "AI" Coogler ' . Citrus Maggie N. Dominguez Hillsborough Pamela L F.,,*, Highlands Ronald C. Johnson Polk Janet D. Kovach Hillsborough John K. Ranks, 111 Pasco November 8, 2002 Alec Hofner ECO Consultants, Inc. 1523 8th Ave. West Suite B Palmetto, Florida 34221 Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240-9711 (941) 377-3722 or 1.800-320-3503 (FL only) SUNCOM 531.6900 Lecanto Service Office 3600 West Sovereign Path Suite 226 Lecanto, Florida 34461-8070 (352) 527.8131 SUNCOM 667-3271 SUBJECT: Wetland Survey PROJECT: Coachman Multi- Family Parcel STR: 12-29S-15E COUNTY: Pinellas JOB NO. 01-2990 Dear Mr. Hoffner: During a site visit on October 4, 2002, District staff determined that the site referenced above contains wetlands and surface waters as defined by Chapter. 62-340, Fiorida Administrative Code (F.A.C.). The approximate boundaries are shown on the certified survey, received by the District on November 6, 2002. This information will be kept on file in the Tampa Service Office.. The District's formal acknowledgment of wetland and surface water boundaries is accomplished through the issuance of an Environmental Resource Permit or a formal wetland determination, issued pursuant to Chapter 40D-4.042, F.A.C. Work in wetlands and surface waters as well as any site development constitutes the creation; operation, alteration, abandonment or removal of a surface water management system and requires. a permit from the District pursuant to Rule 40D-4.041, F.A.C. Environmental water quality and quantity concerns related to site development will be evaluated during the District's. review of the permit application. L D. "Sonny" Vergara Executive Director Gene A. Meath ssistant Executive Director William S. Bilenky General Counsel I J I Protecting Water Resources If you have questions regarding this matter, please contact the Tampa Service Office, extension : 2056. Please refer to the Project Name in future communications regarding this property. Sincere yy J i Rick A. Perry, PWS Senior Environmental Scientist Tampa Regulation Department RAP:dsw a, Ras County S FIRE STATION MAD H o"" porated Areas ZONE X 9 g LAGOON o dE g 125139 2 2 U i ? A 41A 7 44 X ZO E E4 Z - APPROXIMATE SCALE P? AE 8 PRI AT 3 soo o boo ZON E T X ? F-1 - T g 39 =., ?r 36 a ? ?o '35 ZONE X ZONE X c* NATIONAL FLOOD RISURANCE PROGRAM g _ F; 31 ? O r Gso --- FIRM F1000 INSURANCE RATE MU Z NE X ZONE X r ' PINELLAS COUNTY, 1 FLORIDA AND INCORPORATED AREAS 1 ZON X f a ,y'7• ° r ?' Y 12 PANEL 126 OF 327 r' -NA. - 1- r„Mr 1, n c Iem ?, T r ?Sy c' i ZO E X i PALMETTO SiREE- p? ?- PLAa ERKLEY h PLACE ,? ARLRlGTON v1ACE qe ' y ? ' ? f NAP NUMBER ellas County 12103CO1260 orporated Areas YARS,Y oR„? ... _I I• # EFFECTIVE BATE: 125139 SEPIEMBEB 3,2803 City of s a Clearwater o 125096 TfOaD - ? MMOUNT UR A '•? Wel/ B tln: E ZONE X J C TF11M fE pgryE N TNa t ,n oM1tl al coq of a P?NOn .1 1. above rete,eneea noon mvp n ONE X 9 was ,afraclea uoln9 FMR OnJJne TMe ma0 doe. nm .elect chentlor, or.menam.me winch mw haw Deco mode eahvem,vm Io uw axle w. me title tl xi, For the I-At pioacct lnbmetlon eWo Nett-A Fleoa Inswan -e v Ptnram EOOa maps check the FEMA Flood Map Slom eI w.we mac Tema pov G1 / ZONE <J ! ,4 r, : AE Li1?U!llilU1?111AI? Pinellas 7Punty _ R APPROXIMATE SCALE SHERYNOD SRREET S'{1 T jRA.RO.. BA710NA1 8000 BsU OBPECAAX RR AAII City of Clearwater Pinellas Count 7 FIRM 125096 y FLOOD INSURANCE RATE MAP ?? YFAVER PARK DgME gg Unincorporated Areas PINE'LLAS COUNTY, AVENUE S 125139 FLORIDA 12 AND INCORPORATED ARRAS O PIIML llll?F 3? J:.e w. ..acs: aa, auHt.m PALMETEC gOAp Iry? S4Janxs: tl Q !?NIEq C.L•t 8? nw awm •ea• ea. a Pinellas County ?i Z Unincorporated Areas 125139 MAP NUMBER EFFECTIVE DATE- - SEPEEMBER 1.2005 SS EpN J EASE EM •/fJ,/ owr,-l Eme peq As.vsement Ayeoq AgPOflT "'V` ?a f MMIIYtJ 61fl¢i V Y /. fl ? SS ?/ ® 3JJRF1IT ? 51REET qL Pinellas County MO NLEY STREET Unincorporated Areas _ 125139 P a TMs k .n oM-W copy of . 1- of the bow referenced Aood map. tt g vme a roctod uaing F MST oeL TNe mt,p,Joao nm rPloct ch-". nbnente which may hew boon mad. e?O.oouonl l01M data wr rho title tlock. For the I.lot product Inbrmetlon ebt,N Wtlonel Flood Ineurerc 26'58'0. 75, e Program 1- map chock the FEMA Flt,ad Mat, Slag W vionv mae Jem. m PINELLAS COUNTY, FLORIDA - SHEET NUMBER 11 I i R. 15 E. I R. 16 E. L (Joins As r U M My n_ x W . As PF r My t a 3 Ad im P m My L7 d Myl o Ad q} f? :. P I ( z ' dw MY , Prr Rs ?. Po :. - ::r - _--- ' -A Po s; As We 1 ?? - Ad. ?, c is s n ' r tky Ad Ad My PC Uc r r Um A LFm Asn Fe) M y+ i+ - Ad y J 1a 1 We UP Ma QQ N # "` mo`t' M '? . MY O Mir ••y.. ? ? - .' ? . ?' , ', ". ,e;?, Ma yw MY ?' M g h et {,, t n M i y t. r p K. raw' 7? i ; G ? Ad Po Uk Um: "UP ?. PS t r Po ° r 3 I m sr , I m'.: ?z ai. ' R PIT ee ?r t°-° M l *t3 , ?? ama a As ?. ss , x wr+ ern A .`'' _ 'te' '"`-,. , -• y -, a •. - N - _ ,? x: a ? .t-.rf a• ,5 z , r { ' 8m-jr a ,i a AFL M u 4 ±e - ..fir,: F_ 7". Ii?5 i ' Af8 r ?` ` 7. MY ; Pn r , U P : a ysc W a Ma Imp ' 3 1x ? a ' Or ? - _ '7: 7 '• t " Q . s, - M is ° s-- r"-??Fq?-, .F I ' y ' 4,w i Md.' ? +, 7 P2?f+ Um sr.t ? t e `.,g r ` ee. y ? i f6 ?.: BQRR4?W:. UP a ?, ma N Uc MY t I' ; e CTrrt it .t :< a m Ub Or Y BORROW, . + Ma Po As "'- 'ROAD ^-'!rNT- -- Ma (DUAU N . PIT / .i Um (?, t I N[8 Ma Ub Ub. Fn As .5 c Um M. Uc. Ma Uc . e? } s r Ory ( - '. As L;: Mai i l1d II Ub Ub- Ub ?Je Uc Ub Ub ? A. ?y M i4 Y Ma- i I :_77- r! ulc r T m r J -.. r. /Or I - l I ?? s ? M 4. Uc .... C. It ?r I j. ° I A v Or um c ` art? :? • % Aa/ tam '' ?I ' n` I ? _ y y ti h q a? a? u? Table 2-2c.-Runoff curve numbers for other agricultural lands' Curve numbers for - Cover description hydrologic soil group- Hydrologic Cover type condition A B C D Pasture, grassland, or range-continuous Poor 68 79 86 89 forage for grazing.2 Fair 49 69 79 ? t Good 39 j 61 74 f Meadow-continuous grass, protected from - 30 58 71 78 grazing and generally mowed for hay. Brush-brush-weed-grass mixture with brush the major element.3 Woods-grass combination (orchard or tree farm).5 Woods .6 Poor 48 67 77 Fair 35 56 Good 430 48 65 Poor 57 73 82 Fair 43 65 76 Good 32 58 Poor 45 66 77 Fair 36 60 73 Good 430. 'A 70 83 77 73 86 79 Farmsteads-buildings, lanes, driveways, 59 ' 74 82 and surrounding lots. 83 79 77 86 'Average runoff condition, and I;, = 0.2S. 21'oor: <507r ground cover or heavil' k'n azerl with no mulch. Fair. 50 to 751% ground cover and not heavily dazed. Good: > 75% ground cover and lightly or Orly. oceasiunally grazed. 1Poo) <50% ground cover. Fair: 50 to 75?/e ground cover. Good: > 75%. ground cover. 'Actual curve number is less than 30; use CN = 30 for runoff computation:. °Cti's shu%%n were computed for areas with 5Ke n"oo& and 5017e grass (pasture) cover. Other combinations of conditions may be computed from the CY., For woods and pasture. Pt)or: Forest litter, small trees. and brush are destru.•ed bY heavy grazing or regular burning. Fel i,:" Woods are grazed but not bu171ed. alld sonle.furest litter covers the soil. (;ow Woods are protected front grazing. and litter and brush adequately cover the soil. k--i (210-VI-TR-55, Second Ed., June 1986) 2-7 Table 2-2a.-Runoff curve numbers for urban areas' Curve numbers for Cover description hydrologic soil group- Average percent Cover type and hydrologic condition impervious.: area?. A B C 'D Fully developed urban areas (vegetation established) Open space (lawns, parks, golf courses, cemeteries, ete.)3: Poor condition (grass cover < 50%) .............. 68 79 86 89 Fair condition (grass cover 50% to 75%)........... l 49 84 - Good condition (grass cover > 75%) .............. - ?: 39) '? 61 ? 7?s 80 Impervious areas: Paved parking lots, roofs, driveways, etc.•? ( S i (excluding right-of-way) .......................... 98 98 98 98 Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) . ......... 98 98 98 98 Paved; open ditches (including right-of-way) .. ' .... 83 89 .92 93 Gravel (including right-of-way) ............. 76 85 89 91 Dirt (including right-of-way) ...................... 72 82 87 89 Western desert urban areas: Natural desert landscaping (pervious areas only)... 63 77 85 88 Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 2-inch sand or gravel mulch and basin borders)....... 96 96 96 96 Urban districts:. Commercial and business .......................... 85 89, 92 94 95 Industrial ........................................ 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town houses) • • . • • • ... • .... • • ... • . 65 77 85 90) 92 1/4 acre 38 61 75 83 8.7_. 1/3 acre ......................................... 30 57 72 81 86 1/2 acre ......................................... 25 54 70 80 85 1 acre ........................................... 20 51 68 79. 84 2 acres .......................................... 12 46 65 77 82 Developing urban areas ' Newly graded areas (pervious areas only, no vegetation)s ................................... 77 86 91 94 Idle lands (CN's are determined using cover types similar to those in table. 2-2c). 'Average runoff condition, and I„ = 0.2S. sThe average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: imperviuus areas are directly connected to the drainage system, impervious areas have a-CN of 98, and pervious areas-are considered equivalent to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 2,3 or 24. 3CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. ' °Composite CN's for natural desert landscaping should be computed using figures 2=3 or 24 based on the impervious area percentage (CN- = 98) and the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in pour hydrologic condition. SComposite CN's to use for the design of tempenar'v measures during grading and construction should be computed using figure 2-3 or 24. based on fhe degree of development (impervious area percentage) and the CN's for the newly graded pervious areas. 6 (210-VI-TR-55, Second Ed., June 1986) 2-5 LONG RANGE PLANNING DEVELOPMENT REVIEW Mr. David Morse 2651 McCormick Drive Clearwater, FL 33759 CITY OF C LEARWATE R PLANNING DEPARTMENT P T-0FFIcE Box 4748, WkTER, FLORIDA 33758-4748 MUNI ?A SERVICES BUILDING, 100 SOUTH MYRT"L'EAVENUE, C WATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 56 -4576 '210 RE: Development Order - Reserve). Dear Mr. Morse: 143 cl-P >,L 35 3 61? r. ? s?FL t0!05-03028 - 2077 East P J4ne 27, 2005 Street (Coachman This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit a fence\wall six feet in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property within the Medium Density Residential district (MDR) (pending case ANX2005-03009), under the provisions of Section 3-804.A.1. The proposal includes 144 attached dwellings within 20, two- story buildings. A wall/fence six feet in height will extend along the sides (east and west) and front (north) of the site. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 3-804.A.1. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. t BRUIN J. AUNGSI', MAYOR FRANK HIBBARI), VICE MAYOR HOPI' HA.?11UI'ON, COUNCIUME:MBER BILL JONSON, COUNCIUMENIBER CARL@N A. PETERSEN, COUNCIIAIEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" r June 27, 2005 Morse - Page Two Conditions of Approval: 1. That the site is annexed into the City of Clearwater with a zoning of Medium Density Residential (MDR) district and a future land use category of Residential Medium (RM classification (case ANX2005-03009); 2. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That any attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 4. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the'entire site's"ftreet frontages prior to the issuance of a Certificate of Occupancy. The applicant`s`represenl'ative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That solid waste service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 7. That revised site plans which incorporate a vegetated littoral shelf over 35 percent of the cover of the pond under normal conditions be submitted to and approved by Staff prior to the issuance of any building permits; 8. That a Tree Preservation Plan which also indicates the palmetto area to be preserved expressed in square feet and depicts the species to be preserved be submitted to and approved by Staff prior to the issuance of any building permits; 9. That a revised irrigation plan in which the irrigation system is located at the back of curb be submitted to and approved by Staff prior to the issuance of any building permits; 10. That all Fire Department requirements be met prior to the issuance of any permits; 11. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 12. That the primary construction entrance be located along East Palmetto Street; and 13. That the portion of the fence/wall to be located on the north side of Marilyn Street extend westward from the southeast corner of the site, only past the southeast access road area, and not extend adjacent to the vegetated wetland area. tr • j i • June 27, 2005 Morse - Page Three Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-5023 by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://Nvww.myclearwater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S: IPlanning DepartmentlC D BIFLEX (FLD) Vnactive or Finished Applications Palmetto E2077 Coachman Reserve (MDR) - ApprovedlPalmetto E 2077 Development Order.doc - ~ ~ L~ aoo~-o~oa~ ~?NS FoR: s RANGE 15 ~EAST~ ~ 9 ANNEXATION CASE N0. ANX2005-03009 ?1'E R FLEXIBLE DEVELOPMENT CASE N0. FLD2005-03028 PROPOSED ZONING MHDR ~ LORIDA TOTAL LAND AREA 1,299,329 S.F. or 29.82 Acres EXISTING UNITS 1 i PROPOSED UNITS .144 PROPOSED DENSITY 8.7 U.P.A. (UPLAND AREA) INDEX OF DRAWINGS NUMBER OF STORIES TWO BUILDING HEIGHT 30' Maximum ( ) BUILDING HEIGHT 24' (Midpoint of Roof) SHEET N0. TITLE GROSS FLOOR AREA 331,380 S.F. (25,5%) , TOTAL PAVED AREA 177,756 S.F. 13.7% ~ ) C ~ COVER SHEET (Incl. Driveway, Raad, Sidewalks) C-2 GENERAL NOTES 8s SPECIFICATIONS POST-DEVELOPMENT IMPERVIOUS AREA 349,476 S.F. or 26.9% . C-3 HORIZONTAL CONTROL PLAN DESCRIPTION S UARE FEET PERCENTAGE Q C-4 HORIZONTAL CONTROL PLAN BUILDING 164,820 12.7 C-5 PAVING, GRADING AND DRAINAGE PLAN CLUBHOUSE/ 6,900 0.5 . POOL AREA GRAND AVE. C-6 PAVING, GRADING AND DRAINAGE PLAN SIDEWALKS/ 88,118 6.7 DRIVEWAYS cLEARwATER PALMETTO ST. C-7 UTILITY. PLAN ~Q. PAVEMENT 89,638 6.9 AIRPARK =C C=.B UTILITY PLAN i GREEN 333,687 25.7. ~ POND 37111 2:9 ~P ' G~ C~-~ OFFSITE ROAD IMPROVEMENTS WETLAND 579,055 44.6 pP G TOTAL 1 299 329 100 C-10 OFFSITE ROAD IMPROVEMENTS PALMETTO ST. R W DEDICATION 10,116 S.F. / C-II CIVIL DETAILS MARILYN ST. R/W DEDICATION 15,199 S.F. MARIYLN ST: C-12 CIVIL DETAILS PARKING REQUIREMENTS: C-13 CIVIL DETAILS REQUIRED PARKING: 1.5 SPA. UNIT = 216 S-aces / P McKINLEY ST. PROJECT - SITE PROVIDED PARKING: 219 Spaces (Incl. 7 H.C.- Spaces) C_-!4 CIVIL DETAILS ` C-15 CIVIL DETAILS PARKING CALCULATION: Each 8 Unit Bld .Has 2 2-Car Gara es And 9 9 _ s DREW ST. ~~=15~~~ LIFT STATION DETAILS _ (6) 1 Car Garage C~"r'-' EXISTING CONDITIONS/DEMO PLAN 10 S aces Per Bld . w P 9 > a ¢ ~ Twelve 8 Unit Bldgs. Proposed, Provide 122 Spaces ~ ~ o' _~°!P EXISTING CONDITIONS/DEMO PLAN w w ~ j' ~ U Each 6 Unit Bld .Has 2 2 Car Garo es An.~ v J 9 O 9 L=.! ~ LANDSCAPE PLAN 4 1-Car Gara es - ~ w O 9 w m y. L-2 LANDSCAPE PLAN 8 S aces Per Bld . _ P 9 z j z - fight 6 Unit Bldgs. Proposed, Provide 64 Spaces L-3~~.41 LANDSCAPE PLAN L LANDSCAPE PLAN Offstreet Parkin Provided: 33 S aces 9 P L=5 LANDSCAPE PLAN L-6 IRRIGATION PLAN L-7 IRRIGATION PLAN i L-8 - IRRIGATION PLAN H-I HARDSCAPE PLAN H-~ HARDSCAPE DETAILS H-3 HARDSCAPE DETAILS H-4 HARDSCAPE DETAILS H-5 HARDSCAPE DETAILS •~;,H-6 HARDSCAPE DETAILS H-7 HARDSCAPE /WALL PLAN Slr~ ~~~QVED CASE F4..,`~Zr'~-03oz8 CASE TYKE p~CD~~E.12.~~f•oS CDE GATE ~6 •zr•oS CITY OF CLEARWATER TRAFFIC ENGINEERING ENGINEERING . S1CN~TUi~E 100 S. MYRTLE AVENUE 100 S. MYRTLE AVENUE 100 S. MYRTLE AVENUE DATE oL CLEARWATER, FLORIDA 33756 CLEARWATER, FLORIDA 33756 CLEARWATER, FLORIDA 33756 MARK PERRY BENNETT ELBO SCOTT RICE WNER/DEVE • 0 LOPER. 727-562-4579 727-562-4741 727-562-4781 ~ ~ WATER FACILITIES STORMWATER CLEARWATER GAS ~ INC. - CITY OF CLEARWATER 100 S. MYRTLE AVENUE 100 S. MYRTLE AVENUE 2651 McCO RMICK DRIVE aRiGIi~AL 100 S. MYRTLE AVENUE CLEARWATER, FLORIDA 33756 CLEARWATER, FLORIDA 33756 CLEARWATER, FLORIDA 33759 CLEARWATER, FLORIDA 33756 JASON KINNEY KRISTI COTTIER 727-562-4750 Ph. (727) 669-2900 727-562-4747 727-562-4900 ext. 7404 - c~ ~ ~ SANITARY FACILITIES PARKS & RECREATION CITY OF CLEARWATER 100 S. MYRTLE AVENUE ENGINEER= 100 S. MYRTLE AVENUE CLEARWATER, FLORIDA 33756 _ JUN 0 ~ X005 CLEARWATER, FLORIDA 33756 DEBBIE RICHTER 727-562-4750 727-562-4817 a°' , JC• THIS ENGINEER WILL BE CONSULTED PIAI~NI~~G~DEUEIOp?„IfNTSVCS FOR ANY INTERPRETATIONS OR REVISIONS CervC+c C~EAPwarFN 7815 N. Dale Mabr Hw . DEEMED NECESSARY OR REQUIRED FOR Y Y Tam a, Florida 33614 WORK PERFORMED FROM THESE PLANS. P FIRE DEPARTMENT ENVIRONMENTAL Ph. (813) 931-8900 CITY OF CLEARWATER 100 S. MYRTLE AVENUE GOVERNING SPECIFICATIONS: STATE OF FLORIDA E-Mail emk@emkfla.com 100 S. MYRTLE AVENUE CLEARWATER, FLORIDA 33756 DEPT. OF TRANSPORTATION, STANDARD SPEC- CLEARWATER, FLORIDA 33756 HEATHER FAESSLER ENGINEERS SURVEYORS LAND PLANNERS IFICATIONS, LATEST EDITION AND SUPPLEMENTS ANNE DOWNFS-RI ACKRURN 7?7-56?-4897 r`,,,,,M:,.~,~ n ~nnn nui ~,.~,.,.i~,.~~,. „r ci.,.:.~,, i..,. THERETO, IF NOTED IN THE SPECIAL PRO- JNyiiynL V Luuv uvin Uuii5uILUIlL5 ui nuiiuu, nip. ~A727-562-4567 VISIONS FOR THE PROJECT. r. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS J INDEXES, SUBDIVISION REGULATIONS. Project No. 30958.00 1 0 Z STORMWATER POLLUTION PREVENTION PLAN GENERAL EROSION AND TURBIDITY CONTROL NOTES o= W ANITARY SEWER NOTES W Z GENERAL NOTES Contained on these plans and within the following notes is a stormwater Pollution Prevention Plan (SWPPP) which 1. The contractor shall be responsible for installation and maintenance of all erosion and turbidity control and has been developed by EMK Consultants of Florida, Inc. in accordance with the Florida Department of Environmental the quality and quantity of offsite or wetland discharges. 1. At least 3 weeks prior to construction, the Developer's Representative s Representative shall notify the Engineer of Record J Protection's (FDEP) "Generic Permit For stormwater Discharge from Construction Activities That Disturb Five or More and supply them with all the required shop drawings, the Contractor's Harr 2. The appropriate turbidity and erosion control methodologies selected by the contractor for this project should Contractor's name, 1. Elevations shown hereon are based on National Geodetic Survey Benchmark Designation Courtney R, PID AG7020, a having an elevation of 24.83 North American Vertical Datum, 1988. (See plans for temporary Benchmark locations). Z Acres of Land". The aforementioned Generic Permit constitutes authorization .to discharge stormwater associated be made following assessment of the plans and project engineer and appropriate agencies. The contractor will be starting dote projected schedule and other information as required. with industrial activity to surface waters under the EPA s National Pollutant Discharge Elimination System (NPDES). responsible for obtaining any necessary. permits for such activity. Several factors to consider ore listed below: required. 0 A. Clay content in excavated materials and/or permeability rates 2. The location of existing utilities are approximate os shown and it is the contractor's responsibility to w The following entities ore identified as team members of SWPPP: EMK Consultants of Florida Inc., the Developer B. Depth of cut in ponds or utility lines The Contractor shall perform an infiltration/exfiltration test on all gravity ; determine the exact location of the utilities prior to construction in their vicinity. The contractor shall notify o ~t on all gravity sewers and a pressure test on all force mains all concerned public agencies and utility companies in the ores before beginning construction, including ~ as identified on the cover sheet of these plans, and the site contractor and his sub-contractors. Each team C. Ambient ground water levels (as applicable) in accordance with City of Clearwater regulations. The sche member has specific responsibilities and obligations. In general, all team members, with regard to their D. Actual rainfall amounts and time of year, relative to normal rainy season notification to all parties required to be present for testing is the Contrac lotions. The scheduling, coordination and "Sunshine" at 1-800-432-4770. a ~g is the Contractors responsibility. o involvement and responsbilitres on the project, are to implement all necessary stormwater management controls to E. Proximity to wetlands, water bodies or offsite properties assure compliance with the FDEP Generic Permit For stormwater Discharge from Construction Activities That F. "Gloss" designation of receiving water bodies (i.e., outstanding Florida waters, shellfish harvesting areas, etc.) 3. Prior to beginning work, the contractor shall expose all existing utilities to be extended or crossed and o Disturb Five or More Acres of Land, the Southwest Florida Water Management District Permit and the guidelines G. Density, type and proximity of upland vegetation to be retained during construction (for use as possible 2. One or more of the following certificates/shop drawings, depending on 1 contact the engineer at (813) 931-8900 for verification of their location and elevation. Any conflicts ~ depending on the type of connections, will be required. shall be brought to the engineers attention for resolution. listed in the SWPPP. The duties and responsibilities of the team members as they pertain to the SWPPP are as filtration areas) This should be reviewed wrth the Design Division prior to approval far cons follows: H. Fill height relative to natural grade and length and steepness of proposed slopes the above Note #1. approval far construction and submitted in accordance with I. Existing topography and directions of surface flow U 4. The contractor is to exercise extreme caution in the vicinity of trees to remain and is responsible for any U ~ ~ EMK Consultants of Florida. Inc. J. Type of equipment used a) DIP/PVC certificate of manufacture. damage resulting from his work. Z w o K. Project type b) Manhole shop drawings and strength report. A. Develop stormwater Pollution Prevention Plan (SWPPP including, but not limited to, retention/detention ponds, L. Duration of construction activities c} Frame and cover shop drawings. 5. All roadway spot elevations refer to pavement or edge of pavement elevations, unless otherwise shown. z zL control structures, erosion control methods and locations and stabilization criteria). This design is included within M. Separation distance of onsite ponds d} Flexible cou lin sho drawin s. , these construction plans and the following notes and instructions. N. Ambient quality of surface and groundwater P 9 P 9 o 6. Prior to casting structures, the contractor shall submit five (5) sets of shop drawings to the engineer for ~ 3 Q W e) Casing pipe certificate. 0. Temporary stockpile locations and heights f Jackin rt detail. review. Shop drawings shall include all sanitary and storm structures, as well as data on paving, and lift ~ s d- ~ ~ B. Submit and obtain the necessary design related stormwater permits from the Florida Department of ) 9 P ' Environmental Protection, the Southwest Florida Water Management District and other applicable governmental bodies. 3. At the onset of construction, the contractor, as the party responsible for implementation of the erosion and g). Crushed ;stone submittal. .station materials. ~ o,~ O ~ o sediment control, shall assess the above described conditions and factors with respect to relative cost h)' Valve-shop drawing. 7. All design .and construction must conform to the minimum standards set forth in City of Clearwater Iii O Q Q ~ C. Upon notification by the developer of his intent to commence construction, submit a Notice of Intent to the effectiveness and select the appropriate methods of protection. We provide a fairly extensive list of techniques i) Manhole drop connection, detail. Department of Environmental Protection on behalf of the developer, along with the Certification of the stormwater below but stress that any or all of the following may be necessary to maintain water quality and quantity j) Lift Station Land Development, Zoning and/or related ordinances. L ~ J ti-- .n ~ Lt. O a ~ Y ~ Pollution Prevention Plan. Also, submit the SWFWMD permit number or completeness letter if the permit number standards. The construction sequencing should be thought out in advance of initiation to provide adequate is not yet available. This submittal will be made no later than 48 hours prior to beginning of construction. protection of water quality. 3. The Certificate of Occupancy will not be issued until the followin has b 8. The contractor shall keep record drawings of the work and shall submit one certified copy, prepared by a ~ ~.°6 t4 ~ ~ c registered land surveyor to the engineer prior to final payment. ~ ~ .L O W O o 9 e following has been completed: z o o~ Y} U D. Submit to SWFWMD and the operator of the municipal separate stormwater system, if applicable, a copy of the 4. Dischar es which exceed 29 N.T.U: s over the back round levels are in violation of state water ualit a): Final inspection in conjunction with Department personnel completed. Notice of Intent, 9 g q Y b)' As-builts have been submitted and acce ted. iel completed. 9. Construction material testing will be provided by the owner. Any and all retests will be paid for by the Q p W . ~ W contractor on a monthly basis. C0 ~ ~ standards. Discharges of water quantities which affect offsite properties or may damage wetlands are also P prohibited by state permits. c) All necessary testing completed and certified. E. Complete and submit a Notice of Termination. The NOT shall be submitted no more than 14 d) Payment of all capacity fees. days after completion of the project and final stabilization of the site. Final stabilization as defined by FDEP is when 5. The erosion and turbidity control measures shown hereon are the minimum required for agency approval. e) Issuance of F.D.E.P. certification of completion approval . ._.l i a~W j W 10. The property shown hereon falls within Flood Zone "X", according to the Fedral Emergency Management Agency, = o ~ _ _ ~ O Flood Insurance Rate Map, Community Panel Number 120230 0185 D, effective date September 30, 1992 (Map z 0_ O all soil disturbing activities at the .site have been completed and uniform (e.g. evenly distributed, without large bare Additional control and measures may be required due to the contractors construction sequence and unforeseen • Index Number 120230 0015-0500, effective date June 30, 1999). z ~ I° ~ O areas) perennial vegetative cover with a density of 70 % of the native background vegetative cover for the area has weather conditions. Any additional measures deemed necessary by the contractor shall be included in the lump 4. All sewer pipe material and installations are to be in accordance with W (n N accordance with City of Clearwater 11. Contractor to notify City of Clearwater at least 48 hours in advance of utility/driveway installation. ~ ~ W Q been established on all unpaved areas and areas not covered by permanent structures. As an alternative, equivalent sum bid. specifications. Gravity sewer pipe is to be PVC SDR-26, ASTM D-3034 permanent stabilization measures (such as rip rap, gabions, or geotextiles) may be employed. The contractor shall i, ASTM D-3034 and ASTM D-3212. W notify EMK Consultants of Florida, Inc. when this criteria is met. 6. Hay bales or silt screens shall be installed prior to land clearing to prdtect water quality and to identify area to be protected from clearing activities. 12. Parking spaces shall be delineated with 6-inch white stripes. Handicap spaces per details, stop bars (24" wide). Y z rn All pavement markings shall be in accordance with MUTCD standards. ~ c9 'i Contractor w z 7. Floating turbidity barriers shall be in place in flowing systems or in open water lake edges prior to initiation WATER' NOTES of earthwork. 13. Disturbed area within the right-of-way wail be compacted to 98 % of maximum density and sodded., per W o F.D.O.T. specifications, Section 125.8.3, 1986 Edition (or latest edition). U A. During construction, assure compliance with the designed stormwater Pollution Prevention Plans prepared by EMK 1. Conflicts between water, sanitary, storm sewer, and underdrain systems i Consultants of Florida, Inc. and the FDEP Generic Permit For stormwater Discharge From Construction Activities 8. The installation of temporary erosion control barriers shall be coordinated with the construction of the water lines as necessary. srdrain systems to be resolved by adjusting That Disturb Five or More Acres of Land. permanent erosion control features to the extent necessary to assure economical, effective and continuous control 2. Watermains to have a minimum of 36-' 14. Boundary and Topographic Survey prepared by Polaris & Associates, Inc. dated 11/05/04 which does not reflect land alterations which may have occurred since that time. of erosion and water pollution throughout the life of the construction phase. inches of cover below proposed g B. Maintain a copy of the construction plans, which include the stormwater Pollution Prevention Plan, the NOI 3. The contractor shall provide all fittings required for a complete water sy aelow proposed grade. . and all inspec#ion reports and certifications on site. 9. The type of erosion control barriers used shall be governed by the nature of the construction operation and construction practice. ~mplete water system in accordance with good 15. All right-of-way installations will be in accordance with practices referenced in the State of Rorida Utilities soil type that will be exposed. Silty and clayey material may require solid sediment barriers to prevent turbid 4. PVC water mains 2-3 inches shall be Class 1120 or 1220 (SDR 21) and C. Undertake all reasonable Best Management Practices (BMP's) to assure that silted or otherwise polluted water discharge, while sandy material may need only silt screens or hay bales to prevent erosion. Floating D-2241, water lines smaller than 2" shall be Class 1120 or 1220 Sc Accommodations Manual. ?0 (SDR 21) and meet requirements of ASTM turbidit curtains should enerall be used in o en water situations. Diversion ditches or swales ma b hedu stormwater is not allowed to discharge from the site during all phases of construction. Stabilization BMP's that Y 9 Y P y e required ASTM D-1785. i or 1220 Schedule 80 and meet requirements of 16. Signs and barricades to be according to FDOT Manual of Safe Practices; reference FDOT Indexes 600 thru 650. may be used include: temporary ar permanent seeding, mulching, geotextles, sodding, vegetative buffer strips, to prevent turbid stormwater runoff from being discharged to wetlands or other water bodies. It may be 17. Safe pedestrian traffic is to be maintained at all times. City of Clearwater, protection of trees and preservation of mature vegetation. Structural erosion and sediment control BMP's that may necessary to employ a combination of barriers, ditches, and other erosion/turbidity control measures if conditions 5. Domestic water lines shall be tested in accordance with City of Clearwat be used include: straw bale dikes, silt fences, earth dikes, brush barriers, drainage swales, check dams, subsurface warrant. latest edition. 18. Utility installations involving concrete and asphalt driveway, in good condition must be accomplished by r drain, pipe slope drain, level spreaders, storm drain inlet protection, outlet protection, sediment traps, and temporary . jack and bore or pughing. No jetting will be allowed. sediment basins. Detention ponds shall be used as temporary sediment basins. Additional BMP's that may 10. Where pumps are to be used to remove turbid water from construction areas, the water shall be treated , need to be implemented include: Provide .protected storage areas for chemicals, paints, solvents, fertilizers, and prior to discharge to the wetlands. Treatment methods include, for example, turbid water being pumped into 19. Compaction for pipe backflll shall comply with AASHTO T-99 (100%) other potentially toxic; materials; Providing waste receptacles at convenient locations and provide regular collection grassed swales or appropriate upland vegetated areas, sediment basins, or confined by an appropriate enclosure STORM SEWER NOTES of wastes, including building material wastes; Minimizing off-site tracking of sediments; Making adequate such as turbidity barriers or low berms, and kept confined until its turbidity level meets State Water Quality 20. A minimum of 3' cover aver utilities at all ditch crossings is required. tL ; ~ U preparations; including training and equipment to contain spills of oil and hazardous materials; Complying with Standards. 1. Pipe measurements are to center of structure. ~ -10 Oj z 21. All existing traffic signs- shall be maintained throughout construction. I- i _z Q . W O t'- applicable state or local waste disposal, sanitary sewer or septic system regulations and the use of appropriate pollution prevention measures for allowable non-storm water components of discharge. 11. The Permittee shall schedule his operations such that the area of unprotected erodible earth exposed at any 2. RCP shall be Class III, unless otherwise noted. r 22. Material quality and workmanship shall be in accordance with current FDOT specifications as modified W O Z O F' J ~ F=.. O -i one time is not larger than the minimum area necessary for efficient construction operation, and the duration of 3. All inlets shall have iron angle seats and be traffic bearing. ring. by Section 7-3.1. - ~ z Q ~ W ~ uwi ~ O ~ D. Notify EMK Consultants of Forrda, Inc. and the developer in writing of any non-storm water pollution sources exposed, uncompleted construction to the elements shall be as short as practicable. Clearing and grubbing shall 4. All installations, shall be in accordance with FDOT standard indices and which are bein stored, or otherwise used durin the construction of the ro' ct i.e., ertilizers, els, esticides, be so scheduled and erformed such that radn o erations can follow immediate) thereafter. Gradin g 9 p~ f ~ P P 9 9 P Y g Unless noted otherwise 'ard indices and specifications. U Z Q IW ~ O W~ Q O other chemicals. This notification should be accompanied with the contractors design and methods to prevent operations shall be so scheduled and performed that permanent erosion control features can follow immediately ( ) O O~(nmUN(n pollution run-off from these sources. thereafter if conditions on the project permit. ~ WDo~.WZOOpZ E. Develop a maintenance and inspection plan which includes, but is not limited to the following: 12. Water derived from various dewatering methods should be passed through sufficiently wide areas .of existing upland vegetation to filter out excess turbidrty. If this m not sufficient, the water should be retained in WA & E C OSSIN & AR ST LLAT10 N TES O d~WOE-J H. n. F- J 1. The specific areas to be inspected and maintained that includes all the disturbed areas and material storage previously constructed permanent stormwater ponds or else retained in temporary sedimentation basins until the O O ~2~~OZa_Q~ W cn w m areas of the site. clarity is suitable to allow for its discharge. Plugging the outfalls from completed stormwater ponds may be CROSSING; needed to avoid discharge. However, such situations should be monitored closely to preclude berm failure if water ~ aoz z = z ~ ~~~VO~I-WO 2. The erosion and sediment controls identified in the SWPPP to be maintained and inspected and those additional levels rise too high. New or relocated, underground water mains shall be laid to F U O I- U I be laid to provide a horizontal distance ~ w ~ ~ ~ Y ~ ~ Y controls which the contractor deems necessary. of at least six feet, and preferably ten feet, between the oui _ 13. Water can be transported around the site by the use of internal swales or by pumps and pipes. the,.OUtSide Of an eXlStln Or ro osed ravit - or ressure- kween the outside of the water main and = O ~ W ~ ci z ~ g Y 9 P P 9 Y P 3. Maintenance procedures. wastewater force main or pressure-type. sanitary sewer, I- o_ m m w? a 3 w 14. Sheet flow of newly filled or scraped areas may be controlled or contained by the use of brush barriers, , or pipeline conveying reclaimed water 4. The procedure to follow if additional work is required or whom to call. diversion swales, interceptor ditches or low berms. Flow should be directed toward areas where sediments can of Chapter 62-610, F.A.C. The minimum horizontal separatic aaimed water not regulated under Part III } ~ntal separation distance between water m sufficiently settle out. mains and gravity-type sanitary sewers shall be reduced to t reduced to three feet where the bottom 5. Inspections and maintenance forms. of the water main is laid at least six inches above the to c 15. Exposed soils should be stabilized as soon as possible, especially slopes leading to wetlands. Stabilization P w ove the top of the sewer. New or F 6. The personnel assigned to each task. - methods include solid sod, seeding and mulching or hydromulching to provide a temporary or permanent gross relocated, underground water mains crossing any existing Or I cover, mulch blankets, filter fabrics, etc. can be employed to provide vegetative cover. vacuum-type Sanitary Sewer shall be laid So the outside of t a ~ existing or proposed gravity- or o The following shall be inspected a minimum of once a week or within 24 hours after 0.25 inches of rainfall: six inches, and referabi .12 inches above or at least 12 inc P Y , outside of the water main is at least t least 12 inches below the outside of 16. Energy dissipaters (such as rip rap, a gravel bed, hay bales, etc.) shall be installed at the discharge point of the other i cline. However, it is referable to la the water lay the water main above the other ~ Stabilization measures (once a month if fully stabilized), pipes or swales if scouring is observed. P P P Y pipeline. z Structural controls. 17. Attempt to install roadway curb and gutters as soon as possible to reduce the surface area for erosion to _ occur. At -the utilit crossin s described above one full le t Discharge points. Y g rig h Of WC .centered above or below the other pipeline so the water main I length of water main pipe shall be ~ y he water main joints will be as far as a (n 18. Implement storm drain inlet protection (hay bales or gravel) to limit sedimentation within the stormwater oosible: from the other I el~ Construction entrances and exits. system. Perform inspections and periodic cleaning of sediments which wash out into the streets until all ground p p p Inc. Alternatively, at Such Crass it such crossings, the pipes shall be ~ - leading to them is stabilized, arranged so that all water main joints are at least three fee ast three feet from all joints in ~ ~ _ Areas used for storage of exposed materials. vacuum-type sanitary sewers, or ipelines conve in reclaime~ P Y9 19. Water discharge velocities from impounded areas and temporary sedrmentatron basins shall be restricted of Part III of Chapter 62-610, F.A.C., and at least SIX feet from yang reclaimed water regulated under n W An inspection form shall be completed for each inspection. Any permit violations should be noted and corrective avoid scouring in receiving areas. Presure-t a sanitar sewers waste a six feet from all joints in gravity- or o measures to be token shall be noted. If revisions to the SWPPP are needed, a report form for changes in the P YP Y w ter force mains, or pil SWPPP shall be cam leted and a co sent to EMK Consultants of Florida, Inc. The on Trial shall be ke t on-site 20. if water clarity does not reduce to state standards ra rdl enou h in holdin ands, it ma be ossible to water not regulated under Part III of Cha ter 62-610, F.A.C. P PY 9 P P~ Y 9 9 P Y P P mains, or pipelines conveying reclaimed '.-610, F.A.C. as documentation of the change. If the inspection passes, a certification that the facility is in compliance with the use chemical agents such as alum to flocculate or coagulate the sediment particles. SWPPP and the Generic Permit must be signed by one of the following: 21. Hay bales, silt screens, or gravel beds con be added around the pipe or swale discharge points to help The principal executive officer or ranking elected official of the operator of the SWPPP. clarify discharges. Spreader swales may help dissipate cloudy water prior to contact with wetlands. A duly authorized representative of the principal executive official of the operator of the SWPPP. 22. All fuel storage areas. or other hazardous storage areas shall conform to accepted state or federal criteria LOCATION OF PUBLI C WATER SYSTEM MAINS IN AI MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314 " - Z for such containment areas. Retain inspection reports and certifications for at least three years. 23. Vehicle or equipment washdown areas will be sufficiently removed from wetlands or offsite oreos. Otller Pi a Horizontal S anti n p ep o Joint Spacing @ Crossings a ttion Crossings (1) uu Joint Centered Q F. Initiate site stabilization measures no more than 14 days after construction activities have temporarily or permanently ceased on any major portion of the site except when construction will resume within 21 days. 24. Fugitive dust controls (primarily by using water spray trucks) shall be employed as needed to control wind born emissions. G. Sign and submit to EMK Consultants of Florida, Inc. certification that construction and fins{ stabilization Alternate 3 ft. minimum' ~ C Water Main }A W 0 Water Main as defined under Part E of the EMK Consultants of Florida, Inc. section of the SWPPP has been completed so 25. If the above controls remain ineffective in precluding release of turbid water, es eciall durin and or utilit P Y 9 P Y Storm Sewer, 1 that EMK may submit the NOT, line dewatering, then the contractor may be compelled to use vertical dewatering system such as well points or 12 inches is the minimum, ~ , sock drains to with drew groundwater which may already be clear enough to allow for direct discharge to StOrillwater Force Main, 3 g, m;n~~ e H. The contractor is responsible for implementation of each measure identified in the SWPPP and shall sign the wetlands. Due to the comparatively high cost of this method, it is expected that it will be reserved for use os a Reclaimed Water 2 G a except for storm sewer, then Water Main 6 inches is the minimum and N 0 ~ following certification statement before conducting an rofessional service identified in the SWPPP: last resort. 1 I certify under penalty of law that I understand the terms and conditions of the eneric stormwater ermit 12 inches, is preferred W ~ W ~ issued pursuant to Section 403.0885, F.S., that authorizes the stormwater discha9 es associated withpindustrial 26. On oin ins ections a 9 g g p rid periodic maintenance by the contractor shall occur throughout construction as ~a W W activity from the construction site identified as part of this certification. necessary to insure the above methods are working suitable. This may be needed as often as daily if conditions - so warrant. Alternate 3 ft. minimum ~ ? + Water Main V Q Water Main STORMWATER OPERATIONS AND MANIENANCE INSTRUCTIONS 10 ft. referred Vaccum Sanitary Sewer P 1 12 inches preferred Water Main ~ rr~,, 3 ft. minimum G OPERATION: (Boos florida development, LLC) n 6 inches minimum Q v Q David Morse Since the stormwater system is a gravity system consisting of pipes, inlets, overland flow, pond Boos Florida Development, LLC with overflow weir with skimmers, there will be no operation instructions Wa ~ W necessary in order for the system to function. Z ~ ~ MAINTENANCE: Water Main Alternate b ft. minimum O R I G I 1~~~ ??Wnn v Gravity or Pressure, Plater Main Maintenance of the system shall consist of the following: 1 1) PIPE AND INLET MAINTENANCE Samtary Sewer, 10 ft. referred 12 inches is the minimum, V Z ~ ~ 2) POND MAINTENANCE ~ Sani Sewer Force ~ P e ,d except for gravity sewer, th Water Main Q 0 3) OVERFLOW WEIR AND SKIMMER MANTENANCE. _EARTHWDRK NOTES ~Y Maul, 6 ft. muumum (3) 6 Reclaimed Water (4) 1 n (3) 6 inches is the minimum and Q 12 inches is preferred V 1. The contractor shall install silt fence and tree barricades as shown on construction plans. The City of F" 1) PIPE AND INLET MAINTENANCE: Clearwater shall be contacted to inspect silt fence and tree barricades prior to commencement of earthwork operations. - The structures of the system consist of inlets with grated covers and an interconnected storm drain piping system. Periodic inspection of these items shall consist of removing the grated covers and 2. Upon issuance of Clearing Permit, contractor shall remove and dispose of trees called for such on On-Site Sewage Treatment & v checking for trash or debris that may have accumulated inside the structure restrictin the flow 10 ft. mmunum necessor to the function of the s tem. 9 plans. All ground vegetation and topsoil within the limits of construction shall be removed. Any unsuitable DISpOSaI System y ~ material encountered shall be removed to the satisfaction of the geotechnical engineer. All topsoil removed from the building and pavement areas shall be stockpiled and used later in landscaped areas. All organic (1)Watermainshouldcrossaboveotherpipe.Whenwatermainmustbebelowc DESIGNED BY: 2) POND MAINTENANCE: soils/debris should be removed, see organic soils removal notes. 2 Reclaimedwaterre ated iin must be below other pipe, the minimum separation is 12 inches. E M K Maintenance shat O gal underPattlIIofChapter62-610, F.A.C. I consist of removing any trash or debris that may have accumulated 3. After clearing operations, the exposed subgrade should be evaluated and roofrolled os directed b the (3) 3 ft. for gravity sanitary sewer where the bottom of the water main is laid at It D, F.A.C. DRAWN BY: er main is laid at least 6 inches above the top of the gravity sanitary sewer. within the pond, and periodically mowing as may be required, P y (4)ReclaimedwaternotregulatedunderPartlIIofCha ter 62-610 F.A.C. geotechnical engineer. Observation should. be made to identify any oreos of yielding soils that may require over P , 61o,F.A.c. EMK excavation and replacement, as determined by the geotechnical engineer. 3) OVERFLOW WEIR AND SKIMMER: Disclaimer-7tis docoment is provided foryourconvenience only. Pleue cefer WEAC. Rule6~555314 faaddi5onal c A control structure with overflow weir is provided within a grate inlet on the property. 4. The contractor is hereby directed to Geotechnical investi ation re ared b Mortensen En ineerin Inc. :6555314 faaddi5ooal woshuc6on nquirements ~ ~ ~ ~ ~ ~ CHECKED B Y The overflow weir should be periodically inspected and any debris clogging the weir should be 9 P p Y g 9 ' Recommendations of these investigations shall be made a port of the contract requirements unless removed. A fiberglass skimmer is provided on the control structure. The skimmer will remove otherwise directed by Owner. EMK .floating pollutants and debris prior to discharging. SCALE: DATE: This area must also be inspected periodically to insure there is nothing within the skimmer area to restrict the flow from the site as designed. 03/05 pLA,9~N1~~G & OEVEIC~PIuIFNT 5'~C5 4) LITTORAL ZONE MAINTENANCE: The pond shall be mowed regularly up to the littoral zone. Vegetation within the CITVI}rCL~Af+~" CAD FILE: littoral zone, including cat tails, shall not be removed, unless written permission from C-2.DWG +{.a CIAI C1Al 1, f1 v,...-,...a,.., o_--'.-' o__i..~__ 11- • • - 1«u. Ncmww muuueS area m , the a ucation of herbicide, cutting and the introduction of gross carp. Any questions regarding authorized JOB NUMBER: activities within the wet detention pond shall be addressed to the Districts Surface Water Regulation Manager, Tampa Service Office. 30958.00 SHEET: C'2 of 1V GRAPHIC SCALE Z W ~ ~ SEE SHEET C-9 .METTt~ STREET ~ 20 ~ sn Z W FOR PALMETTO ST. J (w~~r) z 1 inch = 40 fi~ - ~ - - - - - - IMPROVEMENTS gravel mulch mulch w - - _ _ _ _ drive drive drive - - ~ _ w - o ~ ' ~ ~ ' x u~•:: TRIANGLE ~ »tL_ :;>i :;>c : a ~.R`'f 1. e.a. ~!,'y si- OO ~ ~ O ~ ? ~ ~ -.r- J _M _ _ W O O o f 1f - U N U ~ C S 8918 09 E Proposed 10' Right of Way Dedication of Way Dedication 1 0~ 6 q-~ J z Z 6 Proposed 4' Concrete Sidewolk _ ~K _ ~ T Z - . , . . 10' RI - Proposed 4' . , . - - - :a:v GHT-OF WAY DEDICATION \ - . _ - - , _ , i.t S.v;:::+~;•; r ~ ~ _ _ . ..A... • . 0 3 a tYy •s....: .n. ? . . :.i'4'i - <a:v ?k• . ~t:: . •h ' ll. 70.5 7 LANDS~APE•BI~F~•` i \ - O O)~ ~ ~ O Pro osed ~ Proposed " ~ -I = ~ O Q Q - - - - - - - - - - - - - - _ ~ - 25~ Bulldmg Setback Llne Wok il•~ - Wail lL >,r~ m ~ J ~ I > ~ y o 64.06' 64.06' - - + + I 'i- .n ~ LL + O o I Y N p + + + + + i C ~ ~ G ~ C STORMWATER POND 8 z o I T.O.B =70.50 0 0 O ilJi+.~.. (f~, 156.00' ro S 8124'50" I h N 87'11'56" E E 156.00' c + I ~W OU n S 89'18'09" E 156.00' Z°~~ Y } Y 1 A ~a• 1 I BUILDING ~ BUILDING 2 BUILDING 3 s aoNM~Aa~' ++++ifi II o ~ w ~ Q mW >w 8 UNITS) w g I \ ~ ( TPRINT ~ ~ ( UNITS) w (8 UNITS) T.0.8.=71.50 + + + + + + I 9,095 S.F. (BLDG. F00 ) 0 9,095 S.F. (BLDG. FOOTPRINT \ ) 9,095 S.F. (BLDG. FOOTPRINT) +i+++++ +i+++++ I v „ ~ O i+++++++ ~ O ~ ~O J N I ~ PROPOSED P N \ pA~ °o o R4-7AR, RIG I \ ICAL z TURN ONLY SI4 `RIGHT o 66.5 ',i±+±i+ I ~ z o p.. •o cal R4-7AR, TURN ONLY SIGN" Z I Z ~ ~ w ~ O I \ 47.51 ~ ~ ~ U \ \ I \ ~ ~ ~ \ 71.5 i U I` W L I ~ _ / ~ T I ~ ~ _ ~ 4 5dewalk - _ C1YpF ~ Z c - - - - _ W z o Goa a \ - W U ~ \ S 89'53 33" E 70.00' I I C3 10' Utility Easement (Typ. STORMWATER \ " 80.49` S____ 8_ 1Q4_50" E t- POND "C" N N 83'4216 25.06' - 220.73 ~72.59' C4 S 89'18'09" E 78.96' ~S~ I N - 'F T.O.B. 70.50 ~ - RIBBON CURB o I ~ o R`BON CURB 76.90' I _ - ~s a~ l TYPE ' ' ~ _ _ o. D CURB 5 S ace 10' litiGiy Easement (Typ,) gyp. J ( ~ - ~ 0 16' 11' 11' - - - _ - ® ~ ( ~II s' a / P ~ - 4.61 1' 13' 1' 11' 13' 6' I 9' 3.0' duo°° I °o, z °II a l0 005 ~ o°~ 3.0' 4.61 n o~ o ~ R1-1 STOP SIGN dt ° ~ ut0i d' a m I a ® yA~ 12 x 18 WHITE to o R4-7AR, "RIGHT o TURN ONLY SIGN' I (9 N ° ~I ~ / sroP BAR , I Z ~ ~ 'v_ ~ ® z7.21 ® I i ~]m ml i JO Oj Z S 89 4912 E 70.00' ~ o E 156.00' PA~xs PAVERS O Z Itl ~ ~ ~ ~ ( r ~ Z Z } . O O I / 11s.oo' BUILDING 15 BIB ~ v 83'42'16" E in ® N 4 N (8 UNITS) COt1f6tE1E PAD noon noa ~ ~ ~ ~ ~ ~ ~ I ~ m ~ II cw °auo~i~`J`°w~o~ BUILDING o 9,095 S.F. BLDG. ~ ~ FOOTPRINT) z Q (g UNITS) RINT) N er~war ® ~ r ~ IN O ~ .C z cnWILN3-lL BI~M'AY PAVFAS PDOE V I" O O I U Z a lL O W a I o ~ ° BLDG. FOOTP a I o a 6,960 S.F. ( 21.11' M O I Z O ~ OtYU)mWNU) ~ ~ ~ ~ o Z I ~ r O Qom I ~ I I O WOn.WZOOOZ I~ ~ ~ - N a ~ I M~ • - o ~ O n ~ I~ o Z _ ~ vi M I O dSWO~J~n'~J ® N m~ I w N=~cn~zwaN o ~ ° w w - j o ~ I I I ~ o o I cn aoz z = z I WWWWO~'t-wo a~ Z z ~ - ~N kn ' ~ m o ~ o ~ ~ 0 o L m ~ COMMON AREA z I C~ W~tYD:Y }_Y r-~ W ~ ~ Z a I PROPOSED DECORATNE ~ I H d N rWn w? Q 3 w • I STREET UGHiING I ~ ° z Im m rn - TYPICAL I Y Y } ° m ,^c . 0: 0= m N 89' 3'33" W 70.00' I I O N I ¢ `o O ° ` W l ~ ° O z ~ p n I ~ 1~ ~ S 86'22'51" E 118.00' S 89'53 33" E 70.00' ~ I I ~ ~ ~ o 39.3:, I ~ I ~ ~ o I " ~ ~ AiYalcn~~ BUILD o ~ I ~I N 89 912 w 7a.oo' 3 ( ~ w ING 18 k1. d 156.00 (6 UNITS) n~ m 043 m 6,960 S.F. (BLDG. F ® " E 9 o OOTPRINT) u W W s oll as z 586 343p G 1 r. I b ~ ~ 15 Irl N Q 2 N ~II.~ 1'tS) RINT) M o ~ ~ ~ 8 UN pTP o I ~ I - I° ~ to G. f° a~ 1Q~4236y 3 M I s I Q e N~~ I o Z ~I WW~- _ I ~ N S.F. 181.D z ~~~p ~5 ~ I ~ ~ I ~ ~ o~ ' ~ w 9,p95 50.89' s,0ys SF8 rJNN~ ~~6 °o' ~ I N o ~ ~ ~ a ~ N 89'4 12" W 70.00' f Z " E 118.00' ~ 26.45' I o rn N 83 46'21 0 ~ _ - - _ / LDING 2 _ _ 16.45' Z` ~B(OG S} 0-' ~ I I N w 1 u ~ tai W -ia I W BU ~ ~ N . ` " -'o FOO~RINT) ~ ~ ~ Z Z o I w w w w (g UNITS) T o ~ . I 10 BLDG. FOOTPRIN) o N Q > m n, o. o ~ ~ J _ I o 0 of I w ~ I 960 S.F. ( o, ~ 6. ~ ~ C7 N 86'22'51" W 7 I ~ ~ _ 5.80' 14.35' ~ b 14.35' c ^ m rn r J 66.78' C6 I I z I o , ~ ~6 ~ I N N -p W W \ lo-4 I ~ ~ N I ° o~. ~ 0 12•y9~~ ¢1.¢s k ° ~ , ~ 1 ¢ 5~dewol I O O O o of al O ~ 'N " Wei - 0 _ "0.42, ~ I I Z I N- Z ~ N \ S 15 ~ n - ~ a3 F- c~ \ M o g 36\' w RIggO I I ° ~ 9 ~ ~ ~`~S N OU ~I \~L ~ ~ ~ 0 0 ~o. 0, J3. RB ~ o ~ Utif ~ o~ ryW~ O a: ~ m rn ~ till Easement (tYP) 30.15 ~ ~ I w ~ ~ 10 0 tY i ~ ~ ~ ~ f eat ~ \ ~ / I N I ~ J avD ~ M C8 BRB ~ ' ~ m ~ ~ \ 2.86' " W i 02.2b' 25.63. • w 6,21 {tIBBON . o N I w o ~ $ 83 4 a m \ ~ o II 3~ss I N a oo rn N L I~ I~ ° Z o ~ - N " m I W W I g o - ~ w N 88'29'09 E 118.00' r` z - ~ o R1-1 STOP SIGN & I ~ N Z 15' x 18" WHITE O i BUILDING 8 0 ~ OP BAR I ( (6 UNITS) o 00 J 960 S.F. BLDG. FOOTPRINT) I V W s6, a ~ I 289¢ 156, 0 6, ( 0 0 F \ c I I ,30" E 31.33, 15 34 26'99 31.33' 9 ~ \ ti o p1N - / QS,c 1SQO, o~ \ ~ ~ I ORIGINAL ~ ac o SUN F001 ~ ~ / UI( (etc s ~ \ N I Q Z Q I n ( BLDG. / W S 89'49'12" E 118. 0' 3 5 S•F' C / JDIfi JDI6 8 ~IN~' Fj~RJNr) \ ~ o I a 0 9A9 ~ p,ItFA 68.4 ~ s~ \ \ y o ~ ILI Z ~ I ~ ~ ~ ,PENANCE ° ~ _--~1NG ~IpICPL) ~ JDI9 BUILDING 10 BuILO JD2o ~ • o / 67.8 L19 ---.i/~ Q (6 UNITS) o , L2~ 67.9 JDI7 ~ JDI7 ~ ~ 0 2s vp,Qnd 9 ~ ~ 3,6g. ®°~hry sR ~ ( ~ 6,960 S.F. (BLDG. FOOTPRINT) N / o / ;Ip21 / 1 67.9 66.3 O STORMWATER / • J~ L2 68.3 ~ Uffer 5 x ~ N O Q POND 'D' v~fer ~ l22 67.8 1.0.8=7. ~ nd8 66.0 JDI6 z / ~ ~ UP1a 2~ / 25 1, / h JD24 s6.o \ \ ssos~~G~~ ~ I I w ~ 0 ~ I I JUPd ~ ~ f" Lj 68:3 CAS JDI5 ~ r~ Gti ~i~ ~ /~'~i ~ h ~ ~o as ~ oo, I 1.59' I I V 67.9 ~ JD-"26 66.5 \ " 01 I PUINAIIN~, ~ DF~~EL(7pfull'NT S I / ( L26 L25 JD25 2 67.7 c s' .~2g 8 ~'-L27 JD27 67.5 oTA ~ I GI"?~~~ CLE?1F+U;la,*L~ SIGNED BY: S.W.F.W.M.D. JURISDICTIONAL (rA ~ JDI4 l ~ I JD26 JD30 66.4 691 WETLAND WETLAND LINE ~ ~ ~ / ~ III EMK . ~S. 67.8 {13.29 AC.) 68.3 \ I I I ~ UNE N0. BEARING DISTANCE N Cv. No. A GLE .RADIUS TANGENT LENGTH JDI3 \ DRAWN BY: I Li S 00'00'00"E 6.05' C1 35'16'12" 75.00' 23.84' 46.17' sfi.l ® ~ ~ ~ I 5 EMK I L2 5 00'00'00"E 36.23' C2 6i'01'32" 238.00' 140.26' 253.49' I J6D731 C3 08;52'54" 212.00' 16.46' 32.86' '9 C4 03 52'52" 512.00 17.35' 34.68 CHECKED BY: ~ I 1 ~ ~ EMK I CONSTRUCT 206 L.F. C5 89'24'36" 42.00' 41.57' 65.54' 3 II N I n'` RETAINING WALL C6 15'40'15" 189.00' 26.01' 51.69' v (SEE ARCH. PLAN) C7 18'02'39" 189.00' 30.01' 59,52' ti5 ~ ~ 1 i II ~ SCALE: DATE: I CB 08'11'51" 1233' ' 172.00 24.61 I C9 129'44'12 55.00' 117.24' 124.54' JD32 C10 6153'59" 40.00' 26.93' 47.40' l a I I Q I"=40' 03/05 68'2 C11 34'34'14" 62.00' 19.29' 37.41' ~JDI2 1 ~ ~ ~ ~ CAD FILE^EAEr LA Z 45 4U .5!„ bz.UU Zb.11 49.415- 68.8 I I C13 88'46'43 115.00' 112.57' 178.19' N C14 3347'04" 290.00' 88.07' 171.00' I I I {''°I II ~ JOB NUMBER: C15 30'33'44" 233.00' 63.66' 124.28' I i 30958.00\ C16 27'02'56" 144.11' 34.66' 68.03' C17 37'05'58" 163.98' 55.03' 106.18' i C18 2453'49" 310.00' 68.43' 134.71' SHEET dou I JD33 67.6 se.~ I I c 3 of 18 0 Z W W Z LINE TABLE 2 LINE LENGTH BEARING L1 39.41 S40'25'49"W W J L2 45.96 SOt'02'52"W NOTES: Q Z L3 54,26 S08'28'32"W O L4 61.53 sororl4"E 1. REFER TO ARCHITECTURAL ~HITECTURAL PLANS FOR BUILDING DIMENSIONS. L5 5220 SOt'11'42"W 0 L6 71,7s s12'SO'S2"W 2. REFER TO LANDSCAPE PL L7 29ao so5.4s'S1"w FEATURES AND CLUBHOU; JDSCAPE PLANS FOR PERIMETER WALL, ENTRY a LS 46.45 S10'01'O6"W CLUBHOUSE/POOL DESIGN. o L9 58.99 S25'13'39"E 0 L10 55,44 S05'20'02"W EMK _ L11 38.75 S05'40'05"E L12 74.94 S33'07'41 "E U ~ ~ r L13 24.73 S44'O7'49"E z w~ z v L14 52.42 S64'18'21"E Q z :o " L15 50.31 S69'43'34"E L16 86.65 S73'11'54"E ~ 3 ~ L17 39.13 S51'32'38"E L18 53.34 N70'31'06"E GRAPHIC SCALE ~ _ ~ o ~ z L19 71.42 S82'24'12"E oaa~ 0 20 4o eo Aso i ~ ~ J J v L20 46.55 N6B'13'28"E , ~ ~ L~ L21 37.20 N7T12'36"E O o ! Y y L22 44,20 N65'14'58"E L23 41.49 N65'56'44"E (n ~ v ~ ~ ~ o (IN FEET) ~ 'L ~ W p v L24 51.10 N70'03'S1 "E 1 inch = 40 ft. Z ° ~ Y ~ ~ L25 35.29 S88'10'41"E a ;w 126 46.77 N80'58'20"E } v v W ~ O J d • • ~ L27 21.84 N85'05'14"E ~ ~O L28 51.00 S73'54'18"E ° ° ® ° ° ° ° ° ~ ° ° ° ° ° ° ° ° ~ ° ° ° ° L29 54.60 N68'23'58"E . I I ~ z ~ 1 A I L30 40.75 N41'43 07 E I I U I II I p~ wW0 L31 46.55 N28'10'56"E JD34 L32 58.90 N21'18'22"E I ~ s7.9 W I I W I N I I I Y z I J t L33 30,79 S18'03'58"E I ~ ` 1 ~ ~ II w , . z o L34 38.69 S15'22'40"W I 'm L35 46.05 St6'56'48"W Iii JDio l I 1i w c..~ L36 42.88 501'59'44"E $ 68.7 II , A to L37 44.75 SOi'40 46 E I g JD35 L36 43.04 SOt'24'59"W 67.8 I IV L39 54.73 S03'45'47"W I n L40 51.81 SOT58'42"E I 1 II L41 55.11 802'35'59"E I I II L42 48.42 S06'14'08"W I. I I II Jos ~ I I I L43 53.16 S05'08'47"W I , L44 36.67 582'55'50"E JD36 68.5 L45 53.93 S8T25'05"E 69.4 L46 37.23 N89'it'26"E I' . I ~ ~ N I PROPOSED DECORATNE I I ~ ~ I S~E~LIGHIING L47 31.34 N74'00'11"E I L48 37.19 S73'46'09"E I I I I ,moo o~ z L49 40.96 S8T46'27"E ' I I I I ~ , za -wOw- r L50 34.20 S8T28'00"E I JD37 JD8 I I z pZpF-JO~OJ W ELI-W-ZIP L51 66.73 588' 11'00"E I 68.3 L52 45.74 N8T44'03"E 68.4 I ~ I~ ~ ZaN~li.~~~li ~ ~ (nW00 I-E-O L53 66.34 N88'02'18"E I' I I ~aw~u,W~QU, L54 82,78 N86'4T57"E i Z I- I- i W JJ ~ NO~~ZO~~Z JD7 n' ~ 4 W pWa=Ql-~=Q L55 60,49 883'23'02"E I 66.7 II ~II ~ O d$WO~J~~"~J L56 61.79 S8T03'Oi°E d- i L57 72.31 N85'35'05"E ~ " I J638 L56 29.38 N89 30 25 E ~ 69.6 f I I ~ W O f"NaizWar=n Qoz -z = sroR~wntrER _ I N W W W W o I- w o. L59 34.85 N51'53'59"E I T.O.BD70.50 ~ I I ~ ~ I I ~ W ~Q»Y~p~Y L60 68,47 N89'51'37"E ~ I N I I f]: w~~~ ~ U cv ( N 201-W~VZ~~ WETLAND J- f I ID i ( ~ ~-~cnrnw?Q3w I (13.29 AC.) I' 1 I II I I I JD39 l II Y ~m 68.1 l IJD6 ~ II ~ Q I LINE TABLE I ~99 ~ ~ ( \ ~ LINE LENGTH BEARING I I L1 6.05 S00'00'00"E I ~ II W 15.20 I L2 S86 05 08"W I I z III Q z S.W.F.W.M.D. JURISDICTIONAL I i ~ O L3 36.23 S00'00'00"E ' JD40 WETLAND LINE n ~ I+I ~ z - W 68.0 ~JD5 I n I o o ~ U }F. CURVE TABLE r ~ CURVE LENGTH RADIUS i' s.w.F.w.M.D. JURISDICTIONAL ' ~ ~ l II t~ ~ ~ W d' C1 46.17 75.00 I WETLAND LINE I ~ 1 I I I a o ~ . 47.86 238.00 ~ C2 1 ~ I • ~ ~I N o N C3 105.63 238.00 r W ~ I ~ > W O I JD41 C4 32.86 212.00 O ~ a o C5 34.68 512.00 I 68.4 z ~I C6 65.54 42.00 JD4 ~ I ~ i ~ ~ _ o C7 268.40 437.00 I 9.1 ~ /J~~ m l.J Z C8 52.83 2$8.00 i. C9 144.10 65.00 a~~= ~r~ ORIGINAL m~ ~ ~ 0W C10 47.12 40.00 1 ' a / ~ I I JD42 C11 37.41 62.00 I 69.4 ~ ~ N RIBBON CUR ~ C12 49.43 62.00 . j ! , (J I C13 170.28 114.00 JD3 ~ rr I II ~ ~ W I C14 162.29 290.00 I N 9. l f IATED ENTRY II O C15 124.28 233.00 I- C16 68.03 144.11 I SEE SHEET C-1o ' I ~ w a C17 106.18 163.98 I JD43 FOR MARILYN ST. ~ rM I II ~ ~ . 67.7 C18 134.71 310.00 IMPROVEMENTS JD2 I I Z ~ 20'x 2D' SffE 69.1 I , ~ i I 20'x 20' SITE a ~ . rRwNC~e I I) rRlnNC~E ~ Q J 67.8 JD45 68. o ~ 1s ~ ~ ~ - - _ N 89 21 4 ~ JD55 PROPOSED t5' RIGHT-OF-WAY 9 W _ _ `50.0 Hr-OF-war - _ ~ - - - 0 ~ V. ® - _ _ _ 1013.2 6 DEDICATION JD58 JD59 _ _ 68.E - N 0 JD~6'- 47 ~~JDS~ -r- JD51 - JD53 - - - 68.5 JD49 68.1 68~ _ ' 67 6 ' 4 •o - -1-. ~ - - - - - - - - - - - - 67.9 - - 68.3 - - 68.2 ~i J jDS_7 - - _ - 056 T69.4 - 69.4 _ _ - -652 - 0 0~ ---f--- - - - - ss SOUTH RIGHT-OF-WAY LINE - - - - - - _ _ _ _ DESIGNED BY: EMK DRAWN BY: I LOT 1 EMK I BLOCK L _ I PARK (45' R/W) LOT A TERRACE LAKE ~ CHECKED BY: BLOCK 1 T ~ ~ LOT A B~OCKTM B EMK BLOCK 2 / ~ / SCALE: DATE: ` ~ I"=40' 03/05 ~ CAD FILE: t SKYCREST TERRACE SECOND ADDITION C-4.DWG ?I AT Df1/1V 2A DA!`C Rf._L2R SKYCREST TERRACE SECOND ADDITION JOB NUMBER: PLAT BOOK 34, PAGE 65-66 {M ~r ~ i15~f1 I'~ 30958.00 l5l'~ U V L SHEET JUN 07 2005 CPLAFigll^Jr, g OF. VELOPIvIENT SVCS OF CLEARWArER 0 GRAPHIC SCALE W 40 o zo 4o eo lso z 1 HE C-9 SEES ET 0 ~ ~ w W . ~ r - ter: W FOR PALMETTO ST. ;Y J z (IN FEET) a - - - - 6&95 - - - - - - IMPROVEMENTS 0 1 inch = 40 ft N r ,~Q,83 68.&i~_ 68.99 F.H ~ ~ 4 . 6°.86 69.0 68.95 70.49 70:9• 69.3 - - 68.6 IE - 65.80 , ~ a 69?3" 68.95 6926 + a fiB.80 ~ . k `a:S: 6&75 fi9.03 70.09 • •.69.83' ..n.'r xrr:°. .95 6926 - _ - ~ ~ ~ 69.33 +69.08 fi9J7 = I a 69.46 69b9 r ` r' ' + • „s . 69.70 • ~i+??; 69.42 69.34 • + 69.38 .53 69.42 +69.88 9.76 • a~ `•'n;.r ~~Y. ,ti,.,; 69.44 ~1;.; '69.44 O 69.56 69.31 D: ? 6984 69.b2 69 69.91 68.94 6924 69.5 6956 69.56? 69.46 69.68 69,77 69.67 69.66 .69.94 69.97 69.83' 69.85 69.70 69.49 69JQ# 69.32 n. ? 69.77 69.83 ~ 69.77 69.83 69.99 69.89 69.75 69.59 69.31 69.05 ~ 69.52 +69.40 ; 702;, APPROXIMATE 69. 69.72 9.83 69.89 69.96 69,94 0. ~ 0.0T 6. 69.57 69.69 CL R&YIATER G S ATLA 6 69.57 69.5 69.68 o 7029r--- 70.26 ~7DJ6 OF 4 GAS LINE - --66.68 69. 02 69.63 69.73 ~ 7022, AppRO%IMATE LOCATION 7oJl 69~ 69.32 W OF 4° GAS LINE PER 70.30 - ~ = 6 ~ - - 9.68 69.76 ~ ~ C , w , _ ~ _ 69.°6 69.87 69.71 3 , ; s~,3 w? v ~ ?A { n ~ n, - 69.84 69.88. CLEARWATER G iv " 692 69,4 69,3 69.4 69.6 CLEARWATER GAS ATLAS 69.85 ~ 69.88 69.92 69.155 _ _ 69.76 69.81 69.62 68.90 - z +69,2 68.4 + 688 ~ p 69.90 69.69 + + 8,5 g hee dl 87.+ + 67,9 + 682 89.6 9.4 69.4 69,6 69.4 69.3 69.0 + 69.30 - W 15'ACP 67.3 - + + - ~ 8,4 • + 69.D 68.4 67.3 G.V.s72 U.G.L, sss _ 67b U.G.L - - - - - - - - - ~ - -6-~-•~- I - _ _ _ --r- - 67.3 - 61.5 _ ~ 6@8 6,+ 12Y4 • 0 -6B, --fig - ---------6--= - 61.5 - U•G.L. +682 6T.7 _ 67~ 67_9 _ 167.5 _ 67.7 +68.4 678 + 68.0 68~ 6d85 ~ UG z _ _ _ _ _ _ - 87.4 - 66.7 68• 68.62 69.09 • , .'~'A , 69.90 69.63 • ~ < 681'' " ' _ 0.0 s.[.: p. : a, . u• . ..r. ' s166d~.. P'' z' a' , , ~.c: ~ •t.• ' OI 69.0 6° 5 9'r 5' $ ~b~3`- - - -88.7- - d" - - - - - -F i + - se.s-5' 4'-e° sa:7 - - ~e.o-saa- - -1B~ - - Q U G.L. a a o + + se ~ v J <; s.;r.:::: y IE=66.87 { ~ ~ - - - ~ ~ _ ;:~~:;4,? 69.0 6' S5 6 44 16 IE=66. 16, t69?3 _ EIJK - - 3 ~ ~ L~ - - ; 68.88 ~ ~f' _ - - 6924 ~ \ 1213 y 6' ~ ~ _ _ Q U ~ O 5 Q• It 14'0 ,0 .5 71.0 l0' ~ 11.5 6,6'6• 6'6'6' - f -"I ~ ~ Q Q s LL >,I'~ l~ J J o r - - _ 1 s' _ 5'13' 72.0 . h- ~ o ~ ~ 71Ji 72,0 ®s' s' S' 71.5 7.6 6' 9' APPROXIMATE LOCATI( - - - _ _ ~ WATER LINE PER CITY ~ ~ ~ Y + 67A I 6 6' ~ 5, 14' 4 4 6 71.97 , 9' 72.17 ®~D - I „ . 1.97 69.72 7V ® I 2' 12 4'13'13° ' 7 ~ ~ 6' 72.97 5' ' r ~ - + + I WATER ATLAS 2806. ~ ~ c 4' s' 4' C w' ~ ~.v t~~ ~ o B 2 D STORMW d~p.~OND B 4+ Qj" " 16' ~ I 8 T9T1 s/D.50 " ~ IZ 14 / ~ 69.4 5' i i ~ 4' c S ®5' 698 10'6' ~r++++ N 'L ~ W Q U 19' 6 8 + •4 ID' T E. ~ fi9.6 • ~ + .6~ 69.3 9. 15'13" 2' +6 ®';i +69.4 ® \ 9+ $9,g 9 • .69.7 C. I 0 g 9 6 15' + ~ +69.4 +69.2 F. F.Q0~69.5~~.~ + 4 ® ~ +~+TMR " +69.34 ~ p . ~ 4 ' 6917 p - ~ Y +69.3 69.4 8' + ~ 6922 z I'n Y • 5' g' ~ ® ~ aD' 4' ~UILD~ . • 1 69.7 26' / 13' BUILDING S' , I s ~ B' 4 ® s$~f~RMWATER ~ + + + ~ LJ_ W ~ BUILDIN~® ~ ~ POND A" 4+~ , + + + ' s' <C ap ~ ~ W 13 ~ g' \ ~Q5 (g UNITS) @'i6' ® 30° 1 ® NIT'S B ~0' ~ 1Z,~ 556 ,I / ~ 1 ®yr (8 UN 4 L0.&=71.50 +s'+++++ r • W B 7 5 n n \ a' IZ,O, LEGEND 1 I • . 2452 } u' TAG ~ 9 4~ ~ I~' 4' S1 6' 4'5°6' + + + + + + O ~ ~ ®6'10' ® 5 8' ~ z ~ ~ ~ +67.1 I 9 6 4 ]0.6 Q I ~ ;T 4w~ EXISTING ELEVATION 15 - TAG 457 ~ I 1B 24' 914 s; 66.5 ~ v v N 4' 5' ~ 1 ~ 0 5' ~ ®5` 34' @'@'10' ~ PROPOSED ELEVATION 0 7 ® 4' • ® ' 1, + IB'14' ~ `B' 6 . ~ 5 +69. +6 . 3. 6 7 70,3 Q / 71,97 +69.6 5'6' 6 4' ~ r +69.6 + 4 9 +fi9:5 6 7~ 69.45+69.63 U ~ LWL.I s PROPOSED CONTOUR ® \ 2 I C~ z.n ~ g'Q s° ' 9 71. 13' 4 2.7 2.91 4 6' .97 ~ 69.5 5` \ a, 5, 4' 4 4 6 ® ®7,41 ~6' \ ~ c ~ . ,Q ~ ® Is' ,7 ~ hs le' 0 71.99. °IOuI u ~ PROPOSED STORM INLET & PIPE , 7 4 0 1.4s 4 ~ ® 22 I 0.6 2.63 ® ~ 05~ .71 6' 2. ®11r , ~8, 4 9 5, 6 ~ 0.00 61.1.1 W U PROPOSED SILT FENCE ~ ~ 1.a --sscm- 6, 458 11.25 71. '9" 1.85 5 I 66.6 2t0 FFE. FINISHED FLOOR ELEVATION + a~ STORMWATER u' t.3p 9 6, 2' 6' 71.t5 ~ _ 2' 20' ~ 72 7 8` ®e 12' BrB, 2.20 7, 6' 1.95 n ~ 1 III 0 ,t a°r®~ 2.00 ® .75 1.7o qr ~s ~ III I® 7 n B' "POND 'C' 4e' ® 2 1.4p 0.8 22. M• ~ ~7 a ®e' 71.65 q ~t.so 229 PROP. SANITARY SEWER MANHOLE & PIPE 7° 9`7 •s B Io,ss 5'~~ ~ t.7o 1.65 ~ T ~ T.U.B: ]D.~p3 g' 5' ® 71.25 +69.8 2.10 +69.9 +7 . ® n 69.84 2'37 6' 5' 7' 150 69.3 7 69.84 + 69.5 ~ } i. ® l0' 7231 72.49 A 9' ] ~ PROPOSED SANITARY LATERAL & CLEANOUT 7' a° 6' I 'I +7 2 9.7 5 ® t70.0 72.20 +69.7 71.95 OJ I I I ~ ~ +70.07 v. 9 . '4* I' 10'12' 1.70 ® 5' I I 1 0+ t~o `4; ;x, 1T ~ , 70.89 i " r 9 s ,f; ATER LINE 20 1~`• 39 6 1.50 1.99 4° 72.24 PROPOSED W o I' ~ 4 T 4' IG 196' g 4 ® 251 9, y0 • Is' 1. 7: 11. M' 7 267 5. 5 72 0 0 7 .60 6' ®71 ~ II'~ 6 ®5' I I 1 ; o IP 10'12 n 11'14' ~ e, ~ ~ 7 7' o 0 40 12.2 1. 0 267 4, ~ 13' 4'N d' 'I I 1 ~ ~ ~ 6'e"16' I ~ 0 26' 4'5°7+ ~ , , • " e' ~ ~ TAG X461 t so .27 B 8'12' 16 ` 2.9 ~ ~ ® 5' ~ ®51 I I ~ 9' , ~Cti~d9~ gg~ 6'YB'B'9' I / 4'4' 6 ~ 20' ~ i I 7 .0 / .6 ®19 . , / 24 • ~ 69 iv ~1 28° ^ ~ w ~ ~ 10' J9 N 70.08 ' ` + 6' 1,3 12' / 69.7 +fi9.7 +70 Oi ~ +69.7 ®70.0 +69.g, 70'0+ fi n n n ~ Z ~ 5' i I ~ 10. 7016+7023 I f ~ ~ ~ ~ ~ 4' 4' ~ AG X463 \ - 24 s' s: ~ ~ r 73.10 ®B 8 ° 5' 7`a 9.95, O~ II ~ 16' JtL Z 73.10 ? 72.50 ~ ®5gy n , , 5 lJ.l .1 1 O O O _ 72.5 I 6 1I ® t. OD 7'7' 1 Z Q ~ , ~ O LL 1 o IA' 2 ® ~ 7 h a' 2. , . SILT FENCE 4' ? ~ a N ~ ~ re " ~ • P~~ ! ~ n o o ~ ni 916' ' ~ ® 6 4' >M96 rl', ~ 7'S' LJ~ ~ v I I I T0.01 z ~ - Z = O • 6 Q' 58 I 13' IO' 720° ® . m g 69.95 W OZ~CCILWF'ZLL IcAI ~ ~ ~ C,,_ '72.5 15 BUILDING 1 1D' ` 34 n ~ N I ` F. GS' n ~ ~ ~sr- ~ 4 > ~ 4 _ ® l~ II ~ ~Qw aaw I ~ ~ Z W N ~ ~ 8' of LI. 6'6'5'4' 4 (8 UNI ID' soar 5 3' 1 \ IL NG 1 ® ~ ® 71.0 U ~1r O 0.3 ~ ® 0 B p~ / 9 072'12'19' TA ^ ~ 0.3 ® 1 ~ ~6 ~U I ~ ~ 6' Bn¢tEwer newts > 5 I I`. 9' ®9,5r ' 7'll'2~ II I" U ZQ~~OWUQO PEQEYgY PAV9t5 POOL ' M N N V I ~ Er N W N (n I II o oa m B.5 I 5, 702 ~ ' n ~ 3: ~ \ ~ / ~ 27 , 2.61 1' 5' 0.0 I 12' E+6 7o.2p 0, N ®E \ + 69.8 • ~ - D.7 ®e 2.67 1- + 697 r 702 II n n n n w II I 9.7 709 ~ WO[LWZO00Z + 69.7 I +69.9 Q 6,4, + +70.46 ~ 0 = ~ _ I \ r 5 .27 3' D' ® 9'8 6 T , 6' 1 0 g' 5' aumuuse L N 8' 72 69.9 , 12 ~ ~1 n 70J , ~1 7~6 6° imuus~ ® I W ~ 4'5'6' ® n , I I I!Y U' LL I.., h ~ ~ ~ I- 69.7 SILT FENCE O OlS W O J o > J 1 ,°n ~ N ~ ~ - i / 5`~ ~ 5' p4, 4°5 ~6 4,4. 7' ' L 12' S'®4. • ~ 9.7 n 111 CAL = 5N w ~ ir; 5 22' ® ~ 1F.F.E. ~ r ~ - , , 5 ~ 73.4 sPe~ 8' I . ~ a a 7D.2 ® T / ~ 7 S, ' ®B ®5 9 73.4 ~ 72.50 I ~ ~ ~.s~7 III Ir j w°wwUaN~Wo 0 0 .70.0 I2 ~ 72.. I Q m m . ®20' ~ ~ \ ®4 5 N n •Jf0 13®g.®b, ® 9, 2.50 I ~I I U~O~V 70.20 ~ ~ Z y , ~ ~ . W k ' ,e.r / 7D.o ~ . ® ® ~7, 7o,a 4,~, , 73. ®B'a' 7 .t, wr~J' ® ~ \ ® I s' S, 7oJ 7 M' ~ 5' ®7 5' I~` ~ 20f-W~UZ~~ .4 I ~ 12 1'S' ~ m I B, 70.0 ~ 12' ®g. ~ 3' 7• ° ~ S' 12' ®9, 10"5'4'4° 16' 8'10'YC'21' 70.5 12' 12' ~14' / 70.0 ~ ~ ° m cn a ~ III O.OD HCLCncnW?Q3W ®5` w n ®a` 72. 5' Sr 7026 I ~ - ~ L~ ®6`10 II, 10.5 33 10' ® 7oJ 1 ® 16 I + 69.6 I ~ 1 69. + 1Q(. ~ ~ 70J 8' I Is' k„ n 70.5 ~ g' ~ +70.3 ® I a 15'9'6' , , 4' ~ 5 ~ ~ 7 I rn u~ u> v rn of 58 5" TAG X464 1 1 4, 7, ~ 70.0 ~ 0 q' 1 u? < ry ~ N n 1 ~ ® 5'8 ® i'' S' 11.77 1 ~ ` 70.0 +®1s / +70.0 N ~ 5 , 5 5'6"1" ~ ~ ~5, I I I 70.0+ 7020+70.42 Y Y ~ ®5' 0' Gr ~ m I ®6, I ' n n n ~i 6'T 70.2 ® l7l ~ 1 4 ~ ~ ~ 5'4: Il. ®I ~ ~ \ ~ ®5' ~~9 1 ® ! ~ ~ I I 9'8" ~ ~ W I ~~~`15, n ® o o F T 5'5 70.0 L ® IU I ~ 7, , 4' 1` ®6' ~ ~ ~®9 5' g, F. F. E. - ~ 7 , I ° 4 5'5' 6 ® 6'10'13 , \ / ~ ~ ® ~ 2.O I ~ ~ ` J 70.0 n I I I = u) ~ ~ I ®7, ~ •3I I]" ~ ®6151 N ~ I I 10.24 T 5"4 ® ® b' 1 T 5' ~ , 1.sD 5' ®r 7D.s ~ ~ ~.yr7, s' , 7' ~ BUILDING 18 s ® ~ ~ ® ,s ! 0.20 'a ® ^ B ,.9 5'S' ~ y ~ ® T T 5' ®70J ®5 ~ 6' ®B, \6 UNITS I 69.5 n n 7024 r n 169.5 ~ III ~ ~ / I ~ 70.0 ®69.7 70.0 ~ 4'10'5' 0 g. B, 70.4 9.1., 5, 11 70.0 g' 6, ® +70J ~ 1 I 70.4 5 TAG ~ of n 3 12' ~®51 9' ~5, I I ~ +70.39 a Q ,n 5` 14 n ~ 18 ' ~ 9' ~ . O~Iv ,G. ® ~ 1.40 ® ®6~ ~ UALr Nl'~S) 5y1, i ~ F ®8~ ` ~1®9'4'~ ° ~ ~ I ~Id F ~ ~ O I g~E~ ~ ~ ~ D ~ ~I n O III W W~ ~ s" ' N ® 1.77 ~ 'r 4' ~ 6,8.9, B' 1 I ~8 O/A 6 ®191 ?.,T) ~ 3 I 5, 10'9' ~ I}- I- O - . 0.20 ~ I s' • I ® 16' ' /yl~ f _ _ a I UlU/JAS) ~f O '®Ip'g' 6*f~~ U U U W ® 4 5 ~ 2.0 ~ ~1 6' 71.77 ! 5' 7' ~ , 69. h r . r • ~ • 8 9'4'4' 71.77 1 ~ ~ '4 ® ~8,g, 5' ~ 2 1 I to N \ M ~ 0 4' I ~ 6.6. LDING 2 2 6' n 7' \n ® 69.8 I 213) ®q n rn 5' II Z1- I I I W W W I ?.3 6~~ ~ N Z 10.00 a a o I n ® P0, 70. ~ 7.50 I ci ® A ~ UNITS) ~ 21' 4' 69.3 ®7 5' + 70J 10.15 + 7 . +7D.4 " 1 ^ 5' 7 .5I I 7~ ~ 2 n n 0] I I I 70?3+7033 W W .J 9.8 y 6' ~13' 15' ' 70.55 1.2 1 6' B 5,0, 0 ® 10 5' u70-? ~ 7019 to rn 0 70: 5' 6'816' ^ I ~ ~ 1161111 W W 1 6' 6 ® 71.00 61 4' II ~ I 1.15 I 6' 8' I ® ® ~ 1 9' 1 T' 6, , 1D 7 . ~ m 1 I 6' ~A' 10r 4 7, 5, ~ ~ I ((~~I ~ ~ G: ® ~ 5" 5' 095 ~ o 'n ~ ® 0 5~ ' 8g ~ ~ 6`5'9'9` 6' I I "I ~ 17.67 9'7 8' ~5' , , ®81 7.q7 IO' l B 17' ~ m ~ N I I I. a Z I u, r 611' o , 4' 10' ~ 8, 710.8 ~ 0' 4 11.77 5 10.8 e' ID' ~ 0.89 6 OL ~ 5 ~ O 26' ® , B' ~ I; 1 ~ , ~ 7, ~ 1 9'6' S ~ I ®4d7 .95 6'6' ~ ~ n n n N 767 Ii8) I?3j ~°I I 7 I ~ g, ~ ! ~ S 1.71 •C}. 6 10. ®r 702 .4,g. i '0. 0 1.60 6' ~ 7 1.60 ~ ~ /6I 9' III 7oJl ~ o l0 OJ4 +70.49 +70.6 15' ~Z, 4 s 7131 ®6' 7 ~ 8, + 0. 71. '7' l0 777 I 7 71. It,gD II Q ~ 5, Y4' .B , 6 9' 7} a II'10' I 5 •4' ..I DO 0 9' ~ 700 71.01 R' 4j101 g' 092 5' 6 11 h0 12° ~ 6, 9' 8' .Ip 1 ICI 7 ~ 5 70.7 8' , ®61 n 1hr S I1. IBr IB' 6. 9' ~5 n I I, Ile 71.70 1 ~ ~ 7 ®7l2 ~ • 22' 4, ll4 I I 6 81 4' ® 1:~ ~ 6 ~ 6 ® 11S I?SI 2' , ®14' I ~ \ ~ 2,;p 6' ®6' old ~ ~ ~ 0,20 ~ I2' ~10° 7 Ij ® 7 .81 1.31 0 ® 6® e, II'~ pl ~ Wo 0.00 try ~ 7 ® g ° .01 11.55 u. 6, r ~ Ir • y~, ® 5 I ~D.S 7' g~1 6° ~ 1 ' ~ 4' ® 6' S' , 4' , ®I ~ I?7o 4 ®r 4, ~ Jam, 6 , ~ 6 7~ g' 0.6 5, 45 0.4 4' ® D' ~ ® 4 ® ~ 6' ~1 6. v 0, 7 g 10' 9' ~ I 10' 10' ,®1 4' ~ IB° 4' ~ ~ ®T0.4 g' 0.4 11.15 ~ s' ~ ~J O O 5 0.95 ® g ®7' 7^ 10" ~ > ~ u . 13` ® 0.4 4' ® ~ ~ ®8• 7 © ~ 6 ®4' 6r ~ \ ~11~'I V 0.4 5' 70.40 I 5' O 70J • 4`1S` 71~ 69.6 + 7 ® 70.0 T ~ a 5' ^ 6 0. T' ® 5' Q 70.7 ~ r. ' + 70.2 +70.7 7' 6' 12' ®5'6' 8, ,6 4, LJ 10" 4 s , + 70.2 r ' ~0.8 .fi 24q \ ~ 5' ®5' 6r~ 7 . + 70.41 + i0.7 ~ ~0` 703 B' b' 13' ® 15' 4 ~ ° ® (6 (~IfTS) 14' B' N ® 5, 18' . ® O I ~ T ®q, 4' ` ~5' 5' 6 ® ' 6' ~ +xx, 8, 02 Ir ®8` q' ~10 ~ 7'fi' ~51 ® ® 4®®5, ?s~ B'4' s' ® ~ Izza '?S '1 6' ® 9" I~ N 4' ~ 1.77 .17 ~(r•, 7 ® ® 6 , I3' n ® 4' 6" T 4' ® 22' 8' ®6 ~ 5, ®10' 4'®5 ®7 71. T3° $ fi' la 5 ~ os 1 ~ T8° Q 10' ~ B'3' ~ , N , 4 7 3 _ `S 4 ~ ~ 8 24' 4 ® I ® ®10 G 7 ? ~ Y , ~ , , 4' q' ~ ® 112, ~ 1 ~ ® 6' 10.20 1 4' 1 4~ 10' n 06' 08' g 10, 5 r._ 2 7' b' S. a ' ®4, ® 1111 ' 4' 4 'SI 8' 6. I ~ ®fi' ~5, ~ 2S ~ ®61 I 7 ,7, 6'5' 70.4 6' ® 4' 70.0 ~ ® 2 ' 5' 5 4' ~ ®0 , ® 8 ~ 6' 6' IB` 4' 4' i ~ ' ~ I , , ~ L6 7 2 5 ~ 5'ID' ® 0.010" • ~ / ~ ~ 4' 6B 7 4' ~ 4' 6' 64 ~ 12` 7' 70,2 ® 9' 69.7 4 + 68.3 JDI8 + 6 \ ~ 8 v ~ ~ ®0.4 4° ~II' ~O.T ~6' ~ ®0. ~ ~ 70.65 ~ G~ +685 S, .7 5r , I ~R~~l~ +70.3 ® ~ ` 7'~ 16° .14 ® 7° 7' 14' ~ + + 69.9 ® 12' /q' + ® ~1" I 5' 4' 5, 4' 6 ® 8' @' • ~6 66.9 /6, Q) 9.0 q, 4 + 6B. 68.4 ? ~ ? ~ ~A 16'11' _ 6' 6' 7 8' ~ , 51 ~ ? 1 6' ~ I 9' ~ ' ~ ~i4 4' 67.8 69i\ ~1 69. ®6' ® 81 ®5 ~ 00 O ® / • 7' ~5' 6' JD20 •1 JDI 1 7 0 12 ® 12' 14' ® 4' ® ~ 67.8 5 , ~ ® 7,6r ~6r 5' o ~ I JDI7 25. IJAIa 44 \ I?SI ~ ®T a ` ° 4'S"f'1 0 g' Q ~6 e, T ® 4, ~q' S. ~ 682 67.9 JDI7 25 4 ®4 ~40 + + 68.6 ®6, rc 5 05 9' 1 •6' S' 71.77 Y 9' ~ 9' 4' 68.4 4,1D, ~ ®7, 6' 67.9 66.3 ~ "hn 9, 1 I ~ ~ nd J3 \ 68.3 ~ U{fer ~ 8 IP T0.3 ~ ~ ° 9 4" 5' 6 5' B' gY ~ JD22 + 5 FQND D 5, ~ ~ 68. 7 ®5' U{{ ' JUL3 ~ r ~7o.e . \ JDI6 p 5' ~ II 70.76 A 7 _ - ®5' - 6' 6, d g 6 67.8 26' .d.B.-] . 6~ 6&8 g'7' B.B 5' }C1r 8.0 4, OP=70.5 ? 6~5' ® 11, 5 VP ' 692 - 4 ®5, 04' a 2 B' JD24 SILT FENCE se.o ~ ~ ®89.sr~~~\ 7o.a II' ~ \ ~ _I t' OP=70.5 ~ ~ 68.3 7 G TYPICW. JDI5 \ , u' ~ '4' ~ ~9 0 5' ' J~ D29 ~ . 67.9 ~ ~ JD26 N 8, S~ ®7. ~ v, m to I !9 68.5 \ I I 9 I/ ~ ~ 67.7 J025 ~ CONTROL ~'I'"" JD27 67.5 S.W.F.W.~ S.W.F.W.M.D. JURISDICTIONAL \ 51T ~ ®61 ®r I DESIGNED BY: 1 STRUCTURE JD28 r.~ WET JDI4 WETLAND LINE ~ ~ 5 s®~I2' ~ , ~ ~6, ^ , B,~ 14 EMK J630 TOP=70.5 68.4 69.1 WETLAND I ? , 67. WEIR=66,2 DHW25 = 68.43 68.3 JDI3 \ 1 ~ a~ DRAWN BY: 1 s'6' s SEE DTL SHW = 67,10 ~ '9 , ~ 6` 0 1 n®BJ I ~ 1 4 4' HAND EXCAVATE 6 x 25 TO ® ~ ~ M I EMK 66.1 ' OP=70.5 PROVIDE POSfTNE OUTFALL I ' s's' ®B' ~ ~ IB, CHECKED BY: 4 JD31 CONSTRUCT 206 LF. • RETAINING WAIL ' I EMK +s9.s ! (REFER TO ARCH. PLANS) ®g8.7 5' ~Br n I ~ , , SCALE: DATE: I io' ' , 16'8' 5'4'4' I 5' S' TOP=70.5 ~ ®51 ®69. I ~9 II ~0 111_4 V' 03/05 Jo32 ' ®6s. I I CAD FILE: OP=70.5 5' 68.2 = ~ 3 N ° r N ~,fbl2 f n ^ 26 n it ~ ~i nl~f~ (i~ C1 ~~i i~" f C-5.DWG sn_u .®5, ev ~ ' IL I? 68.8 V - 1" ~ I I 1'6'4' B NUMBER: + 69.9 ®9'1' I 130958.00\ 68.9 WEIR DETAIL 6 9. JUN O1 2005 n3a EET I JDN PLANNING ° PIVIFI Q JD33 67.6 68.7 ° 2-'r"v Or C)LEAPVi~',v I V ° of c'~ o 0 0 0 0 ~ e ~ ~ ~ ~ m o 0 o c o o ~ o 0 Z tC W W LEGEND C7 Z W +s5.9 EXISTING ELEVATION NOTES: )TES: a z 26.D PROPOSED ELEVATION 1. PROPOSE 0 PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT N 70.5 PROPOSED CONTOUR UNLESS UNLESS SHOWN OTHERWISE. 0 2. REFER T{ REFER TO LANDSCAPE PLANS FOR TREES TO BE REMOVED, a PROPOSED STORM INLET & PIPE BARRICAC BARRICADED AND LIMITS OF ROOT PRUNING. 0 -sscrn- PROPOSED SILT FENCE 3. BUILDING; BUILDINGS 6 THRU 10 SHALL INCORPORATE STEMWALL DESIGN. . ~,K F.F.E. FINISHED FLOOR ELEVATION 4. EASTERN EASTERN HALF OF BUILDINGS 4 AND 5 ROOF DRAINAGE SHALL z w . BE COLLI BE COLLECTED VIA GUTTERS AND DOWNSPOUTS AND CONNECTED - z 6 •-U- PROPOSED SANITARY SEWER MANHOLE & PIPE TO STORI TO STORM SYSTEM PROVIDED. Q ~ z ~ PROPOSED SANITARY LATERAL & CLEANOUT 5. SEE SHEI SEE SHEET C-15 FOR SECTIONS. GRAPHIC SCALE r ~ ~ n 0 PROPOSED WATER LINE 40 0 zo 4o eo 180 p rn~ U p o O _ ~ o a a } 1-i- i ~ 0) J J o (INFEET) ~ ~o~~ roc 1 inch = 40 fL (n ~ W ~ ~ a~ L ~ O z ~°~,Y ~-Y Q oW W ~ wc0 >w F- }o...W ~O -1 L Q ~ O 89.,5 ~ I fW, +65.9 ®8~~ ~ 21 Z UL I JD34 _ SHW1 ~5. 67.9 67.14 O 5' x d, ~ ~ ` 110' W O ~ ~ W ~ O SHW1 67.14 J ®692 ~ ~ I Z U W L +69.6 I • 68.6 5' ~ 112' J 71.36 ~ z +65.6 I +66.0 ~6' 1 Z ~ ~ T +s5.e ~12' o Q LLJ z J JDIO 23, .1 0 ~ U W U s®.e~ I 68.7 ® ~7 0 r o o d' JD35 SHW3 +69.5 7°4~ 67.8 67.12 J 1 a g' ~ 1 0 13 I $ ~ CLP. ,'s~-. 68.3 8, I SHW2 y 7. LS~M1 h SHW4 67.05 I ~ 67.09 6' g. 7146 s1 ~ r Jos ~ ~ 85.54 JD36 1 66.4 68~e' u' io ~ ~ ° ~ o +69,4 I. WATER ELEVATION SILT FENCE I ~ A ~ / TYPICAL ®15 I 1 ~ (10/17/02) ~w I 66.72 7'e' I ~ w ~ F-. ci 71.48 1 JO O~ Z 69.4 9' I + +661 I JD37 J~7~15. °I z pZpl-Jp=pJ 9,6: n I'4 W UQp~IiW-ZlL o ~ Z W fA~O I 68.3 88.85 68.~~5~6~ , ~ ^ 1~ ~ - cn W d O O E- f' O I• +69.4 I r - U ZQwO w Q ~112~ ~ ~2 rn ~ C9 O~v1mWN(>7 W 1 NZ~ ~ 5,G1. D7 ^ ! ~ c1.N ~ WQWQ.=aO0~2a I~ 10' 68.7 I ~ ~ 71ae O dSWO~JFn'~J II Z ~ 6' JD38 ~ ~ I 68.6 +sso STORMWATER ~ I ~ ICI APPROXIMATE LOCATION ( w Q o z z z= a z PER CITY OF CLEARWATEf ~ w w w w N z ~ N POND E s' 'm'I5' I I~ 2806. NOT FIELD VERIFIEC ~ ? F- ~ ~ ~ - p w O T.O.B.=70.50 ' ~ I I W - Q ~ ~ dS ~ ~ M 88.51 I . ~ I ~ io~w~~zo:~ ~ W I Do WETLAND F- ~ +69.3 J J ~ D I I Ils'~ ~o_cncnw?a3w a I DHW~S = 68.43 a - I SHW = 67.10 ID' I I 0 ~ ~ I JD39 +ss2 x8'8'8'9' ~69.T P I I I I~ 7145 ~ m +662 Z_ O I 66.1 +662 ~ ~ W ,ID6 r • I I ~ F- ~ m D' O 1~ _a 8.5 o N' ~ o z Q I D ~ ~N N 4 a 5$,35 44 ~ 9' 7' o . ~ I~ ~ ~ ~ + 69.5 ~ w 7_ ICJ SHW5 69a J 6 ~ DII SILT FE{VCE ~ ~ 67.06 ~ 12' . , ~ TYPICAL a Z Z J d ? ~ WATER I ~ 7134 ~ O ~ I r p JD40 W N 66.72 I I~ a ~ Z I 68.8 C? O CONTROL J~23' 9 !l I ~ ~ o Q U STRUCTURE 9,1 I l p 4 a TOP=70.5 ' Ilb o ~ I S.W.F.W.M.D. JURISDICTIONAL WEIR=69.0 ~ ~1 W WETLAND LINE +69.4 ~ ~ I`5~ a o I I. rl ®Z6~ / ' ~ 7 8 C.L.P. W I I A .p ~ ~ I~' 7133 ~ I I 1041 I I 68.4 (~!I L.P. W / o ^o / 6. 13 o '~1 ~ I w ~IDJD4 ~ ~ ~ 10'1 _ o ORIGINAL 1' Z Z I +66.4 9.1 6' ~ ~ a I I w F 7' o I ~J ~a ' • ] ~ 7' ~ ~ I I +66.0 +66J . Fw- I I ~ Q +7oJ JD42 J~696 i ~ ~ ~ ~T ~ 7127 ~ 11 `R\ ~ +E.:7 0 / m o ~ 71 3' LQl C1 tL'} I ,I 68.4 oWW I s gJ ®14]5 ~ ^ ~ n° I 4' ~ ~V Z I... ~ 7' I D JD3 ~ / I 6' Q ~ > 89,8 v s.o ~ I U Q I -.I OUp w I V I ~ 7123 I 14 w I I SEE SHEET C 10 ~ N 69.8 ~ ~ 26 ~Ow ~ o ~J I JD43 FOR MARILYN ST. ~ ~ +I TEMPORARY ~ T BENCHMARK o ~ Z I I 67.7 IMPROVEMENTS ~ F' ~ ~ I ~ NA1L IN POLE ~ ~ ~ m WETLAND CONTROL a ~ o I I . STRUCTURE JD2 I EL = 72.18 ~ ~ ''~ee aaN I 69.1 ` 1 ~ I ~D. m I - _ = _ = = = = = _ = = _ = = = = = - - - - - - - - - - - - +vIO' I ~ ~~I° 721 ~ c!J +69.0 ~ 1044 - _ - - 4~ - - - - - - _ _ _ _ _ _ ,~---89.t-~-~~- (,p 70. 67.3 92 2 ~ X69.6 0.0 727 7D.81 7D8 6AATE=66.62 67.8 JD45 ~7' ~ e 7 - - _ _ _ INV. N. =65.02 67.3 \ ® ~ L 672 N 8 9 J _ 21 49 W JD55 b2Ffp-11~~ 9 .3 s 67.7 69.9 7 .3 0 717 . . INV. S. = 64112 22' L44 671 ~ - - - - 67.4 1 13.2 6 +70.4 ~L45 s7a d 1pr6 6_~• 47~ s9.4 67~D50 T JD5 672edJce of water 61z JD53 JD58 JD59 • f ~ + a.a 7D.88 7D.95 601 67.3 - 7101 9 - 0.5 23'd4'EACP - - - 70 _ s9s~ s9.7 68.5 ` ~ JD4 ~•{4 68.1 5 ~ - s7.1 4 $ L54 s1J ed a of water s7.3 ~ - - - - - - s7~ 6 - 9 _ - - , ~ - - 68.3 ~ Q...,.f$ • v ~3 T_~ Q L55 L56 D57 - t0 OT bOnK 6911 691 L 69.3 68.2 _ D~57~-- ® la 6 D lots 7146 "~1 +7b3- +70.5 +7D.4 ~ X9.9 X542-- - fi9'0 - _ 69~ top of bank 69.5 ~D'Ti ' 8'-'- +69.7 +1D2 70.4 +69.0 +~•g a - - _¢9.9 70.64 59. - 70.6 0 6 7070 7~32T 1103 "`7 +69. 11os to of bank '702 69.3 s 3 q 69,7 JIIR =666 70.6 70.1 P 69.5 69,7 +691 +69.4 +69.7 $T 69.9 +70.0 691 WEIR IE = 66,93 _ ~ - - - - - - - - - - p 691 +69.6 6gy5 ' _ 70.95 GUARD 20 016 - ~•U87a31- 70.30 70.48 70A9 ~09 ~7-F- 9 - +69.8 7020 + + 70.44+ 7.~3 7136 21' WITH IB' LB~R 666 - X66,7 67.4 ss.7 edge of water 668 66.7 ~ 69.0 69.36 69.67 + 7039 70.20 70.09 7U4 69.8+ 70.35 70,48 +iD.56 + 69.94 69.96 7017 70.25 70.35 I 70.81 7144 69.95 +70.41 0.58 1118 70.90 _ INV. W.=65.56 67 M 69.03 _ 7°.21 - ~ ~ IE 61.30 7021 T0.39 69.98 ® 70.5q- 70.06 ~ 70.67 .7~ ~ ~ ~ - ~ A&Ji9.94 ORA6JAGE ~ ~ - ~ ~ ~ 672,c~,~_ ` wv.N.=64.69 67,g STRUCTURE SOUTH RIGHT-OF-WAY LINE 66~ ? - - 2T 7028 e-,;; LP. wv.w.=sS.DO +6sa roP a. = saJs WY. E =64.93 5.T _ - - iois loss - - _ - - - - 'P' _ _ DESIGNED BY: 1 7D26 PPROXIMATE LOCATION OF 6~ 265' OPENING EL = 66.93 4 ~ ~ EMK 3" WATER LINE PER CITY RIM=71.31 I 7 OF CLEARWATER WATER INV. E.=69.30 DRAWN BY: I I . ''r~ LOT 1 70°3 ' ~ z6 VERIFlED.80B. NOT FIELD INV. S. = 69.29 EMK I BLOCK L . ( PARK (45' R/W) ~ RIM=71,64 CHECKED BY: 0 TERRACE LAKE LOT A ~ LOT 21 INV. E. = 69.45 / LOT 20 Q BLOCK 1 LOT A BLOCK M INV. N. = 69.21 ~ het BLOCK M EMK BLOCK 2 INV. W.=69.28 ~~o~5e SCALE: DATE: ~ I"=401 03/05 ® o j~~`~ CAD FILE: ~A SKYCREST TERRACE SECOND ADDITION C-6.DWG AI AT ~/~l11/ 2A I]Al+C CC CC SKYCRES I TERRACE SECOND ADDITION JOB NUMBER: PLAT BOOK 34, PAGE 65-66 30958.00\ SHEET } JUN 07 2005 C=6.,18- PLANNING DEVELOPENTSVCS cf OF CLEAARWA~H D i GRAPHIC SCALE CONSTRUCT INSTALL INSTAU_ ` NSTRUCT fNSTALL INSTALL CO a zo ~ ~ ,6o W ~~~Q ~ W MES TYPE C' INLET INSTALL TYPE 'C' INLET 18' MES 15 MES YARD DRAIN 1e I.E= 67.00 TOP = 69.10 6'x6' TAPPING TOP = 70.50 I.E= 64.95 I.E= 66.94 TOP = 70.5 INSTALL INSTALL ~ z IE = SLEEVE AND VALVE IE =65.00 IE = 67.10 YARD DRNN YARD DRAIN ~ DRAIN INSTALL INSTALL J 15 MES MES _ TOP=70.5 IE = 67.50 TOP = 71.5 TOP = 71,5 I.E= 67.94 I,E.= 67.60 (IN FEET) Z IE=68.50 IE=68.10 - Q - - - - -b-- _ IE=65.60 , '.i`~;i.~ - - - - - - - - - 1 in h = 40 fir ~ ~t e?~~+? w xtl -a. 'Je A.~f•, .i mss, -,~,~iR rc:• :~y~si~. O .;a INSTALL. d ~ f.. ;,•a•••y ~ 1.1C1Y'1DU I I.E = 67.32 0 a f" _ _ APPROXIMATE ? o APPROXIMATE LOCATION 30 LF-8' ADS _ _ _ O _ OF 4 GAS LINE PEA ~ - ~ = _ J GA ATL ~ ~ OF 4 GA LIP CLEARWATER S CLEARWATER _ . s. CLEARWATER GAS ATLAS N-1 ® ~ A ~ , ~ .Aeadrml G.V. _ _ _ _ - - - - - 32 LL 24' RCP _ - - ~ ~ ~ Z We U.G.L. U.G.. ~ 15'RCP - ---6-- - - -c--=----- ~ --6---------~- U.G.L. ®0.62% O U.cL ~ - ,•r _ - ~ ,a •s-=--------- - - - -le - - QU.G.L. Z o , j,'c ':'r : V s. h . t. e.:~ n. _ iy. r , . IE = 66.87 - ~ ,.,..,.>..,,7: i . E Q :x' - :fi ^ O - t ~ 70.5 h - I 00 If-15"-ADS (N-1'1j ~O~D. - - - - - T ~ mod- 0 ~ Q - _ _ - - - 100 LF-15' ADS (N-12) 0 0.40% - - - - APPROXIMATE LOCATION OF 12" RAW ~ = C4 O U Z ~ - _ _ 0 If-15' ADS (N-1 ®0.20% WATER LINE PER CITY OF CLEARWAY -I ~ O a Q CONSTRUCT I ~ - - SANI. - - - - - + + WATER ATLAS 2806. NOT FIELD VERI I-~- ~ ~ d7 J J v TYPE C' INLET CONST. SAKI. TOP = 70.50 I STORMWATER POND 'B' SEW. M.H. ~ OD LL I'H' +++2,2 ,S"•F.++++ CONSTRUCT ~ ~ IE =64.93 T.O,B. 70.50 INSTALL - RIM = 72.40 16.84 W) INSTALL FFE=73.20 INSTALL +B~R +~NF+`+ CONTROL STRUCTURE ~A~ ~ ~ o ~ ~ ~ c ~ 34 LF-18• RGP FFE=72.20 c~ot~ FFE-73.00 IE = ss.e4 w I 0 0.15% ~ I.E=68.38 B INSTALL IE = 66.64 S 16.64 S) ClEANOUT 18" MES STORMWATER ++1~tT0 +~NT'.+ TOP = 771.20 (n ~ W ~ v I.E=69.20 BUILDING 3 I.E=66.50 POND 'A" WEIR = 69.80 F- ~ ~ _ p O 7.04 N z a~ Y rY - " ®D. 5% BUILDING 1 UILDING 2 CLEANOUT IE = szD4 N 33 LF 18 RCP 1 \ o, (8 UNITS) (8 UNITS) I.E=69.20 IE = 67.04 NE) 17.04 NE) (8 UNITS) LO.B=71.50 IE = 67.80 b Q W ~ W ~ IE = s7.21 ~67 Q ~ ~ > w i \ ~ (SEEDI:TNLS ~ } v ~.W ~ O I 66.5 .I L ~ O INSTALL _ _ I \ 68 LF-6" ~ CONSTRUCT PVC 0 1.0% 12'MES ~ Za W•o ~O 8lT LF-6" ~ I.E = 67.00 z ~ ~ I \ TYPE 'C' INLET 70 LF-6 PVC ®2.45% F- ~ INSTALL \ TOP = 70.69 PVC 0 2.8% - 18' MES ~ ~ IE = 67.10 (W) - - ~ . - . 75 LF-18' RCP 71.5 ~ 100 lF-8' AD5 (N-12) ®0.15% ~ ~ W ~ ~ Q 1.45% ~ ~ ~ U ~ W IE =64.88 I \ ~ ~ ~ \ \ 61 LE-12 ADS N-12 ®3.21% ~ INSTALL W I - ~ ~ - - - I ~ _ - _ _ - - - - - - YARD DRNN ~ Z - - TOP = 70.0 ~ ~ _ _ - ~ 204 LF-8 PVC 0 0.4% ~ \ I IE = 67.47 W Z o f - \ .III INSTALL =EMK = W U STORMWATER CONSTRUCT \ 9 LF-6' - - INSTALL POND 'C' STORM MANHOLE 95 lF-f8 RC 0.19% _ CLEANOUi PVC 0 1.0% INSTALL 6" PVC WATER UNE 24" MES LO.B.=70.50 RIM = 71.52 IE =63.83 IE = 66.92 ~ ~ III I.E =68.96 _ - \ III - CONSTRUCT r~r~ TYPE ~C' INLET - _ I TOP=71.50 M 0 ~ - - CONSTRUCT I / o o I ~ri~E ~`~:sL+ I i i I I IE = 67.59 TYPE D' INIET ~ Q TOP = 70.09 I ~ ~ INSTALL O ~ 155 1F-12" ADS (N-12) 0 0.15% `^rF~°x~~ IE = 66.66 (NE) ~ / INSTALL INSTALL INSTALL INSTALL 6 z6" TEE I 01 I I ~5 cI.EANOUr s• GATE vALVE I N Z ~ I - IE = 64.19 S 86 1F-18' RCP 6'x6' Tt~ CLEANOUi IE =64.00 ) I 85 LF-24 RCP ~ ®030% ~ INSTALL CLFANOUT 0 0.20% 2-6 GATE VALVES 6•x6• ~ I.E=68.49 _ I INSTALL I.E=69.40 F•H~• INSTALL ~ - Z ~5': ~ / 6' GATE VALVE I.E-68.80 TOPD 0700 I ~ I ~j III TOPD D DO INSTALL - F.H.A. CONST. SAKI. FF = a' ME5 sEw. M.H. E 72.90 A54t5 I ~ IE = 61.50 I I,l. I I ( IE =68.50 w ~ Z IE = 68.00 I ~ I~~' Q RIM = 71.50 BU INSTALL s; s TEE FE-72.5 _ ILDING 15 YARD DRAIN I o o l,Lm ~J0 0~ ~sr ® ® 0] ® I III z 0_ z z } • ~ ° ~ 6 GATE VALVE F IE - 67.70 N 8 U R001 "001 INSTALL I INSTALL G 14 IE = 61.50E ( NITS) TOP = 71.0 aoa I ° O ~ N ~ I~ 6~ u-I I INCLEANOUT W ~ a ~ W ~ N 3 z0 tJi. YARD ORNN F.HA YARD DRNN BUtLDIN _ TOP = 70,2 I - CC UNITS) IE -68.50 ~arar TOP - 70.20 (y y PA1fl6 a ~awnr yews wog = M M ~ 2~ I'I' I.E=68.90 ~ z ~ ~ iL ° N.. IE =68.70 IE =68.59 I 120 LF-8" ADS I °a~ I ~ r Zz I i I III v zap°°w~Q° 6' ADS SOCK PIPE (TYP.) (N-12) 0 0.58% O ~ N ~o ( J I~ ~ _ ~ I INSTALL c~ p !r to ~p W N (A W ~ I ( CLEANOUT ~ ~ z ~ ~ ~ T' INSTALL i z ~ ^ INSTALL INSTALL INSTALL L - _ I w J~ o I I.E = 69.20 wW~wa°ooQ FE- t,. ~ ~ _ ~ _ YARD DRNN ~ I (y Urn YARD DRNN YARD DRNN CONSL SAKI. ~ FFE- TOP = 70.2 I O N r ~ Z ~ YARD DRNN TOP = 70.0 TOP = 70.0 UFf STAl10N P ~ \ 73,r~0 I 3.40 ~ ® ~ m I III INSraLL o ~Swo~~o°-~~ IE =68.70 I IQ o ~ - j - . S TOP 70.0 IE =68.50 IE = 68.50. TOP = 7200 ~ c \ I N I ~ I m. I II Q 45 LF 8 AD IE - 68.50 IE = 66.18 N N \ I I YARD DRAIN W N=~N~zWQ~ INSTALL I TOP = 70.0 N ~ ro W J m (SOCK) 0 0.20% 25 LF-8 ADS IE = 62.25 S 75 LF-8" CONSL SANI. Z z ~ U- 75 LF-8" CONST. SANI. YARD DRNN I IE =68.50 ~ W W W w p N Fes- W p o U„ (SOCK) ~ SEE DETALS PVC 0 0.4% ~ SEW. M.H. I - > > INSTALL ( \ RIM = 71.10 I II Q I n ~ ' I m I YARD DRNN pOg F PVC ®0.4% SEW. M.H. INSTALL TOP = 70.0 I o p o ~ ~ v v O I- v RIM = 70.3 YARD DRAIN IE = 67.38 III CONST. SANI. W - a > > ~ F- _ I W J co ro ~ INSTALL _ _ "ADS ~ ~ ~ I 180 LF-15' ADS \ IE - 67.10 S I <L m I YARD DRNN TOP - 70.0 38 LF 8 (~K) I N- II _ ® ~ _ (SOCK) . ( 12) 0 0.15% \ G. TOP, = 70.0 I 70 LF-6 PVC ~ 1.0% IE=62.75 S rn ~ W~~~YV?--Y IE - 67.30 W L+. Q o ~ INSTALL ~ TOP = 70.2 IE -68.50 ~ ppS ~ . 8' - _ \ IE = 6730E m w y INSTALL YARD DRNN IE =68.50 ~ '18 5~ ~ _ o ~ IE = 62.55 ~E; IE = 67.32 I g ---I• SI:W. M.H. = p w ~ z ~ ~ INSTALL 70 LF-6' PVC ®1.75% I RIM = 71.85 I- n. N N w ? a 3 w ~l o I ~ h CI.EANOUT IE = 67,85 (S) o rn ; CLEANOUi TOP = 70.0 I 310 ~ ®0.1 1 I I.E=66.12 IE =68.50 ~ ~~-12~ ~ ~ I ~ ~ d I.E=69.00 I I IE = 68.20E Y Y ~ ~ m INSTALL ( I 25 LF-8" ADS ~ INSTALL INSTALL I YARD DRNN ~ ~ L ~0, ~ ~ ~ J ~ ® I I INSTALL 35 1F-10' ADS (N-12) ®0.15% w TOP = 70.2 I (SOCK) ~ YARD DRWN I .YARD DRNN FFE=7 _ • I I 6'x6' TEE III INSTALL o o IE =68.80 I _ * , TOP - 70.0. TOP = 70.0 2•~~ 114 LF 8 35 LF 8 ADS IE = 66.73E ~ _ PVC 0 0.43 I 10~ (socK) t _ ) I. - s6.3D BUILDING 18 I ~ 75 LF-12' ADS 6' GATE VALVE CLFANOUT ~ ~ o I / (N-12) ®0.15% F'H'A' III I.E = 69.26 ~ ~ 8' ADS C ® INSTALL IE - 66.48 W) • INSTALL = 6 W L (6 UNITS) PROP. 4 PVC I GLEANOUT I I.E 68.70 \ • ' ~ , 0 6x6 TEE _ \ ~ 62 18 LF-8 ADS ~ ~ 8 ~72•~ 2-6' GATE VALVE FORCE MNN I.E s6.1s I E~ g (SOCK) ~ ? - FF G ~ F.H.A. IN~'~- so I.F-s' Pvc v 1.1% I I III INST^~- YARD DRAIN CLEANOUi w w ~ CONSTRUCT I " o pIN TOP = 70.0 III I.E=69.00 ~ t- z IE = 67.20 (E) FFF ~ I (I 3 3 • , 66 LF-s Pvc ®t.o% , X11- ~N~TS~ TYPE G INIET 8 8 (g I IE = 67,00 W) e(//~O f ~2~ 60 ~ I N C~,O~NSTRUCN~ W W N O TOP = 71.00 INSTALL I IE = 63.73 N NSTALL CLEANOUT IN°. INSTALL (8 Nc ~ I O TOP - 71.50 ~ ~ z (n I SNIT r7 O I IE = 68.00 ~ ~ IE = 63.73 S I LE=68.00 I CU IE =64.00 ~n INSTALL -7Z.OO CIFaWOUT - CLEANOUi S) INSTALL Q I I U ~ I I.E=68.60 6 z6' TEE c ~ Z z ill 160 LF-1D' ADS (N-12) ®0.15% u ~ a I FFE I.E-68.00 - _ I I.E ( 8' ADS ~ YARD DRNN 2O INSTALL I I.E= 66.70 ~ u+~s TOP = 70.0 UILDING ~ - L YARD DRNN I _ g UNITS) - L 6' GATE vALVE ~ ~ ,I o ~ ~ ~ N w F.HA ~ n W J ~ III 6' AD5 SOCK PIPE (TYP.) n. ow. o _ I ~ IE - 65.90 ( 68 LF-6 9D - TOP - 70.2 I ~ g N IE = 66.01E ~ ~ LF 18" RCP 0 0.50% ~ I~ I ~ I I( w W IE = 68.80 I ~ ® t O PVC 0 4.0% v ~ ~ 0% o I I I °D m I I I I INSTALL N N I ~ 65 LF-6 E 0 0~ CONST. SAKI. _ I I PVC 0 4.1% ,f ~ W -18 RCP C 0 0.4% o ~ I YARD DRNN ~ ~ o \ ~ I ~ III TOP=70.0 SEW. M.H. ro g 153 ~ RIM = 70.90 ~ v. ~ ~lN~ C ~ \ I N I ROOF DRNN I I I lE = 68.50 PIPE I ~ -e ~ - - IE = 66.74 N I e- \ ~ 5% 131 tf - - ~ I IE = 66.54 S I O ~ CP 0 0'1 ~ i IA N ~ ~-24 R o o I U ~ \ , OB ~ a III 350 LF-8" ADS (N-12) ®0.15% N Z INSTALL I N Z - - _ ' o z ' ~ FbR\~ ~ 8 ~C WA7FR \ ~ ~ INSTALL III o ~ digrN ?4~~Nf ~ ~ I 6"x6" TEE INSTALL YARD DRAIN ~ - ~ a 4~ TOP=70.2 I II O ~ C00. I Lil J aD ®Co _8 ~ _ , ~ ~ ~ 8 3-6' GATE VALVES III YARD DRNN IE =68.70 I ~ ~ 3, 114 ~ ~ 65 LF 6 I •A _ ~ ~ PVC 0 6.6% ~ ~ TOP = 70.0 ~ ~ ~ ~ ~ ~ 90g ~ IE = 68.50 INSTALL \ - " \ I ~ a 6"x6" TEE ~ % 70 LF-6' 6' GATE VALVE I 0 0.4 70 LF-6 ~ ~ ~ ~ \ CONST. SANI. C ®4.2% ~ ~ ~ ~ ~ SEW. M.H. 8' ADS F.H.A. I - C ® 4 I FFE=72.00 I I.E= 68.00 RIM = 72.40 I I 200 LF-8' ADS N-12 ®0.20% I ( ) I NG 8 BUILDI \ ~ ~ ~ IE = 66.97 N CONST. SANI. I (6 UNITS) I ~ ~ ~ ~ ~ \ IE =66.77 ~W; I ICLEANOUT SEW. M.H. I RIM = 70.90 INSTALL ~ 70 LF-6' ~ ~ ~ ~ \ I LE = 69.50 \ IE = 66.36 N I CLEANOUf 91 LF-6 PVC ®3• Q ' / \ \ I IE = 66.16E I I. =6795 PVC ®1•~ G 70 LF-6 X72,•0 - I E PVC 0 3.5% Ire g IE - 67.04 W I . ~ FF G Fj~~ ~ ~ \ \ I NOTE: CONNECT ROOF DRAINS ON • °j BUILDINGS 4 AND 5 TO ,x pIN i ~ evlLO 72 8~ ~ ® \ ~ I 10' ADS (N-12) WHICH \ 8 LINING ' ~ ~ ~ ) OUTFACES TO POND A I ~ 3 0' 8 UN ~ INSTALL N 1 4 ® ( J \ TS) ~ \ \ I YARD DRNN I - 'PVC 0 1.0% / CLEANOUT TOP = 70.2 LE=68.00 8.4 IE =68.70 = FFE 72 _J / \ \ INSTALL ~ ` 1`I JD20 JDI9 INSTALL I BUILDING 10 / INSTALL JDl7 2~ JDI7 2g' \ ~ ClEANOUT ® Y o CLEANOUi (6 UNITS) CONSfRl1CT ` 67.9 CLEANOUi I.E=68.50 / TYPE C INLET I.E=68.80 ~plQna ~ I.E=69.00 ~ 1 II O R I G! N a L ~ . ~D21 _ CONSTRUGf se.3 INSTALL s' ~ 67.9 TOP - 70.55 TYPE 'C' INLET ~ 60.3 \ BUff~r \ B" MES STORMWATER JD22 IE = 61.50 TOP = 71.00 \ \ ,C~ ~ (1 IE =68.30 POND "D' e's'S ~{{et 023 67 g CONST. SANI. T.O.B. 7 . d ~ 68.0 IE = 67.48 SEW. M.H. / 47. / ~ - UP1 CONST. SANI. RIM = 71.30 \ JDI6 \ \Y// (n\, I I CONST. SANI. SEW. M.H. / e. IE =65.80 E 68.0 ~ rb`V~Q ~ I I I i \ . ~ ti Gti~ tic oo i I Jp2q CONSTRUCT SEW. M.H. RIM = 70.67 IE =63.56 W 6 68.3 TYPE 'C' INLET R1M = 70.70 IE =6425 W) IE =63.25 N ® ~ ~ TOP = 70.58 IE = 65.00 W IE = 64.05 E) . J/ p2g" --P/ IE = 66.74E IE =64.80 E 68.5 \ ~ ~ I ~ ~ 9 67.9 J026 JD25 IE = 62.70 W S.W.F.W.M.D. JURISDICTIONAL Jol4 / I e~ I / / . -P'te' 67.7 675 INSTALL $.W.F.W JD28 JD27 CLEANOLIT WE WETLAND LINE ~ ~ ~ III DESIGNED BY: I CONSTRUCT 68.4 69.1 LE=68.00 WETLAND JD3 INSTALL ~ CONST. SANI. sa.3 ` ~ / I EMK I ? . 67.8 24' MES TYPE E' INLET SEW. M.H. s ToP = 7o.s1 INSTALL L E G E N I / IE = 62.15 IE = 6238E RIM = 70.91 CLEANDUT LEGEND JDI3 I IE = 6256 N IE =65.90 W) LE=68.00 se.l O I DRAWN BY: IE =65.70 E) ~.s~s IE = 6238 ) I +~g EXISTING ELEVATION \ ~ I ~ II EMK JD31 70.5 I 67.9 70.5 PROPOSED CONTOUR \ ~ ' l \ ~ ~I CHECKED BY: I I CONSTRUCT SUMP PROPOSED STORM INLET & PIPE ~ ti5 I ~ ~ I EMK PROP. 4 PVC I I II CONTROL STRUCTURE 'd I TOP = 70.50 FORCE MNN I ~ SCALE: DATE: I WEIR =68.20 -SSCffT-- -sscrrl- PROPOSED SILT FENCE ~ I ~ II I =40 03/05 JD32 (SEE DETAILS) se.2 F.F.E. F.F.E. FINISHED FLOOR ELEVATION se.e j I I ~ ~ ~ ~ ~ _ CAD FILE: I I ---a- PROPOSED SANITARY SEWER MANHOLE & PIPE I I I I II ~ , C-7.DWG I I I II ~ ,~„a,. InR nu Innct~R• m 7 t f !uu vvv tvvtvtut_io- PROPOSED SANITARY LATERAL & CLEANOUT Z ' 30958.00\ PROPOSED WATER UNE JDII I I FLEX-DEV-PLANS PLANFJ~Pa R DEVELOPME_NT Svcs JD33 6e.7 I I I I fTt' li ~~LEAETb~l,x"'EII SHEET 67.6 o m o 0 U 7 of 18 0 Z W W Z LEGEND U' Z W s5s EXISTING ELEVATION J a z 0 70.5 PROPOSED CONTOUR N W W O PROPOSED STORM INLET & PIPE a a v -sscrrl- PROPOSED SILT FENCE 0 F.F.E. FlNISHED FLOOR ELEVATION EMH = J lL U ~ " --0- PROPOSED SANITARY SEWER MANHOLE & PIPE Z ~ c _ w v ' PROPOSED SANITARY LATERAL & CLEANOUT za z PROPOSED WATER LINE - 3 ~ ~ GRAPHIC SCALE ° D a ~ s~ 0 40 0 20 ao so ~ U ~ o Aso J = ~ Oo Q Q c L.L ~ ~ ~ J J o IN FEET ~ 1 inch = 40 f>L ~ ~ ~ m W ~ ~ v_° ~Y >-z Q - ~ W ~ ~ s , ~W >w J La ~O W' ~ °E_- ~'o o d~ c-.,..~ t cz~....~ ~ ~ c:~ ~ Z Q 0- w c~ W I 1 1 I ~ ~ z~~ W~ O~ JD34 ~ SHW1 ~ ' 67.9 67.14 67.14 I~ I yl ~ I z W s ~ ~ 1 I z ~ z J I ~ JDio 1 i o l o` 1 I = W w U I , sa.~ 0 1 I JD35 ' SHW3 67.8 ~ ~1 67.12 I \ ~ .`4r_r CONSTRUCT v ~ 1 I C.L.P. TYPE 'C' INLET I . a TOP = 70.50 ~ I I IE = 67.50 SHW4 SHW2 I ~ ~ 67.09 67.05 ~ . ~~:~a~ ~:9' I• I f.. I I I Il I JD36 JD9 ~ I I I ale.. 68.4 6a.5 I I I l x f W ATER ELEVATION I w (10/17/02) INSTALL I ~ 66.72 'ro I ~ I 8'x6" TAPPING I I SLEEVE AND VALVE i J p p j z I' ~ I I I- ~ z a o - JD37 JDB l I 10' W ~Q~O:IJi.WF'ZIJi 68.3 68.4 I ~ I ~ Z t~wly~~~ti ~ -NW~OOd-~O - - Za O I ~ w I II Ill Cn U O Q~fAmUNtn IJ JD7 c I f o c.L.P. ~ wWdwaoooQ I • 68.7 ^ l ~ ° /I O dSWO~J~~~J Z M I JD38 7 ~ I 68.6 l ~ ~ I ( APPROXIMATE LOCAl1ON ( W ~ _ ~ ~ can z w a c7n STPONDA~ ~ ~ ~ I I 2808. NOT FIELD VERIFIEC ~ o I- g v ~ o ~ ~ ~ N Z M I. l PER CITY OF CLEARWAIEf ~ a ~ z • z N = z z W (n T.O.B: 70.50' ' v I I W - Q > > a5 I~ W ~ Q ~ ETLAND a n. I I ~ ®1 III ~ io~w~~z~~ a a d I~ INSTALL r I I 18 M.ES. ~ ~ I c I I CONSTRUCT a~ O w? Q 3 w ' 1 ~ I TYPE 'C' INLET ~ ~ I JD39 I.E = 67.08 l I I I TOP = 70.50 Y } / ~m z o I 68.1 ~ O IE = 67.20 Om I Jas I o ~ Z ~ Q O ~ e.9 II ` a U d V I W ~ (n Z ~ IJ SHW5 40 LF-18' RCP ®0.30%° I I Il ~ ~ d ~ I _ 67.06 I~ I I I ~ ?W- z WATER l I I II a r o I JD40 66.72 I ~ III a Z I 68.8 o: O N I ! I ~ Z cn ~ ~ ~ B UNITS 6 UNITS U ~ _ I S.W.F.W.M.D. JURISDICTIONAL CONSTRUCT SUMP / ~ ~ II l ~ ~ WETLAND LINE CONTROL STRUCNRE 'E' ~ W w ~L.I TOP = 70.50 I / ~ / l I ~ N I. WBR = 69.00 l / ~ +yd / II o ~ I ~ (SEE DETNLS) I ~ ) f I GL.r. w I JD41 I 66.4 l / / / I I ~ METER BOX LOCATIONS METER BOX LOCATIONS CONSTRUCT ~ / / I w I (TYPICAL) _ - - - - - (TYPICAL) - _ TYPE 'C' INLET / / I =.I Q ~ ~ 10' lfTllQl' EASEMENT TOP = 7D.70 JD4 / / I - z° I ~ 10 u1?LrTY E w ~ I I 3/4" POLYETHYLENE WATER ~10' U1ILTIY EASEMENT IE = 67.5D 9.1 / / / I 3/4 POLYETHYLENE WATER Q ~ I SERVICE TUBING IN 2" PVC SERVICE TUBING IN 2" PVC w ~ ~ i ~ CONDUff (TYPICAL) ROP. EO.P. CONDUff (TYPICAL _ Q I I ) ROP. E.O.P. ROP. E.O.P. v I / / l I m 3 I JD42 w I 68.4 10' utILrTY EASEMENT c / / oW°w I ( 10 UTILfIYE - 10' unLlrr EASEMENT ~ ~ ~ / / Il I ~ ~ o Q _ PROP. 6 WATER UNE - - - - - - - - w PROP. 6' WATER UNE JD3 ~ I I ORlGlNAL I I ~w N ~ Q' ~ 9_../ l/ I II r o ~ o '~'~B~BCAI. ~~'I~R S~B~~ICI~ CCB~~ECVB® J U J I I. w I NOTE: REFER TO CRY DETAILS TOR SERVCE CONNECTIONS ~w~ I N I I I ~ ~ O ~ ~ I JD43 SEE SHEET C-10 IJ ~ l I TEMPORARY x i} Z 67.7 CONSTRUCT WETLAND ~ v I CONTROL STRUCTURE FOR MARILYN ST. ~ ~ I I ~ BENCHMARK a ~ o ( I • TOP = 69.50 'u NAIL IN POLE IMPROVEMENTS JD2 I i i II EL = 72.18 a a N ~ INSTALL 40 LF-18' RCP WaR = 67.50 I 18 M.ES. O IE = 67.50 0 .50% s9J 1 ' I I ~ _ - _ - - - _ - - - - I.E = 67.3D (SEE DETALS) I I iI ~ ~ ~ p~ JD44 4~ - sRa7E=see2 67,8 JD45 ~ ~ - - - - - i_ - - - ~ - --L57T=_JDt_ I ~ I ~ V ~t _ _ ~a. c INY.N.=65.D2 _ < < N 89°21' „ ~ - - - - INV.S.=64.92 ~ J055 l44 - - - - -I-- 47L _ 13.2 6 l45 JD~i6 g____-_- JD4 ~ J~ JD5 edge of woter JD53 - - - JD50 JD59 _ e d~ - - - - - - 67~ 68.5 ~ i ~4 68.I g ~---6R-~`- - _ e. - - - 68.3 to o bonc~6 -tST-- ~ ~ 53 L54 tlge of woter L ~ -i- - - - - ~ - 691 - - - top of bank ~D'~"'--- - to of bank - ~ - ST secs P MEDt IE = 66.93 - - - - _ _ _ r 2t n7N Is'rsaER - - _ --t- ed a of - - g water . _ GUARD - - ~ III _ R6N=69.94 DRAPlAGE ~ ~ - - ~ ~ IE-67.30 INY. N • 64.99 STRUCTURE INY.~.=65.00 + WY. E. = 64.93 - - LP. - - - - - _ _ _ - - - - - - - .P. _ _ DESIGNED BY: J PPROXIMATE LOCATION OF r- . , , 1( 3' WATER LINE PER CITY DIAMOND CORE MANHOLE AND I EMK CONNECT FORCE MAiN UTILIZING RIM=71.31 OF CLEARWATER WATER MANHOLE ADAPTOR COUPLING INV. E. = 69.30 DRAWN B Y r` I o I J VERIFIED 806. NOT FIELD MANUF. BY FLO CONTROL INC. I INV. S. = 69.29 OR APPROVED WATER STOP COUPLING. E M K ~ ®1.6 = 69.30 RIM=71,64 ! INV. E. = 69.45 ~ CHECKED BY: PIASTER & THEN COAT IXISfING INV. N. = 69.21 ~e~e EMK ~ INV. W. = 69.28 5 MANHOLE WITH 15 MILS. DRY THICKNESS ~ OF PROCO EP 214 - 351 SCALE: DATE: EPOXI-MASTIC AS MANUF. BY I"=40' 03/05 PROCECTNE COAI1NGS, INC. / CAD FILE: n~ r.='~ I!~ f 6~ i,Il i ~ ~t°='~~'~ C-S_DWG JOB NUMBER: JUN 0l mo5 30958.00\ / SHEET PLANNING e, DEVELOPIA N'3 SuCv ~s~,CtFA.WM-Py ~ of 0 Z GRAPHIC SCALE W w Z ~ o is ~o eo X20 ~ z w J a Z to 1 50' QUEUE 80 70' 1 inch = 30 ft w w 0 DISTANCE 75 STOP DISTANCE 70' CLEARANCE 180' a p „ KAPP Y~ :9 ~ 0 22 x24 WHITE 50' TAPER DRIVE J STOP BAR AND R1-1 STOP SIGN IE = 65.80 = 65.80 - - ~ ~ c 18" .YELLOW 8" YELLOW " EX. PAVEMENT 8 WHITE o a- 8" YELLOW :9 ~ •a: ~ ~ • " 18" YELLOW •'d:'. 6 DOUBLE YELLOW N NEW PAVEMENT ~ ,.v y ,i s,. ~,s ~ o ~ - J = ~ ~ ~ z ..t -i ~ .tr F~ t ~ = E~1H = LL >+I'n ~ Q Q ~ 6" WHITE EDGE LINE O D ~ Y ~ I- - ~ ~ i'~ ~ ~ c PROPOSED 10' RIGHT-OF-WAY CONSTRUCT 4' ~ ~ ~ m ~ o ~ _ 6 . WHITE EDGE LINE oo ` ' DEDICATION CONCRETE SIDEWALK z Q o Y 1~. fir.' _ ~ - - ` EX. RIGHT OF WAY _ _ _ \ ~ - _ _ _ ~ w H \ 70.5 ~ - ._.1 is=.. ~O ~ °E _cno I \ ~ Z a •o N I PROPOSED WALL )WALL 25' BUILDING SETBACK LINE z ~ w ~ - - I - - - - - - - - - - - - - - - I ~a ti O ~ ~ I ~ z I ~ _ - STORMWATER POND "B" - ~ ~ y T.O.B.=70.50 II n W ~ NOTES: w ~ 1. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX N0. 17346. ~ r: 2. MAINTENANCE OF TRAFFIC SHALL BE PER F.D.O.T. ''``'`~'rk INDEX N0. 606. ~ ` 3. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES AND COORDINATE ANY ADJUSTMENTS WITH UTILITY PROVIDER. ~ 4. DISTURBED AREAS WITHIN CITY RIGHT-OF-WAY SHALL Scale : I"= 30' BE COMPACTED TO 100% OF MAX. DENSITY AND SODDED. , ~ o o ~ z t- ~ zQ wo~-- r W p pF-Jp=~J i ~ Z~~alL~3~lL CONSTRUCT CONSTRUCT ~ zQwoo ~~o APPROXIMATE LOCA TYPE 'C' INLET TYPE 'C' INLET ~ REM TION TO = - REMOVE EX. HEADWALL I ~ vo-, z ~ m ~ ~ ~ OF 4° GAS LINE PER P 69.00 TOP - 69.00 INSTALL & C " INSTALL p wodWZOOOz & CONNECT TO EX. 30 RCP " p w = a I- ~ = a i - - CLEARWATER GAS ATLAS LE. = 66.66 (E,W) LE. = 66.36 (E,W) 6 LF-30" ~ I. _ _ _ _ RCP ®0.2% ).2% LE.=66.18 18 MES ( o ~ w o ~ ~ ~ r ~ 68.95 " - _ IE= 67.00 = cn~o~>> - - 6 3 se.ls se F.H. APPROXIMATE LOCATION OF 6" WATER LINE - - - 68.83 PER CITY OF CLEARWATER ATLAS 2808. 6e.ee .e INSTALL " I ~ w°wwwz~=zz 100 LF-18 RCP 0.4~ ~ p~~~°-TWO 69. 68.95 - - - - - - - OT FlELD VERIFIED- - - - 68.80 68.6 - - - INSTALL = E = 65.80 .7 69.03 INSTALL =65.80 - - 70.49 70:ll9, ~ 69.3 - - 2OI-W~UZ~~ ss.4s 200 LF-14"x23 ERCP ®0.15% " 70.09 • : ~ , • .:4 69.38 69.62 69.53 s9. 110 LF-14x23 ERCP @ 0.15% a... 69.59 69.42 6.1 69.34 69.5 69.34 69.76 69.8 6~9R' s ; 69;83:. c~~ ?.y 69.70 69.84 69.91 68.94 69.24 69.56 6 ~ ~t- 69.46 69.68 69.10 69.32 69.77 69.67 ~ 6 6 69.94 ®69.97• 6 ~ w 69. 69.72 9.83 69.8 d 69.57 69.69 69.49 69.40 69.40 69.9 -69.94 d H o• ~ .07 - _ 6 69.57 69.5 - - 8 - - o - - 69.68- 69. 82 ~ .01 a O 6 ~ O 69.71 69.47 ~ , q P.P. 69.90 69.69 69.2 6_~ 8.4 + 68.8 ~ . ~ , , 69.63 69.73 69.84 ~ tl ~ w, . r . ~ 68.5 ' I , . 69.2 ~ u ~ 67.6 69.4 - I- - - - - _ e. 69,0 68.8 69.0 'A ° 6~'L 5 pp, 69,0 hen~rall 69 53 + IX SWALE 66.9 + 67.9 z 68.0 67.3 G, I/, 67.2~f 69.90 69.63 ~ R 68.j:. • . , , : , ~ . y 68. 9. - - - _ ~ O - - _ -6933 IE-6.1 - d r ~;683;i;:r".•;;••~~:;•:.. 66.7 67. IE = 66.87 69.30 - - • _ ~"~~fi`k21' s.7 s~. 70.0 - Z ~ o a - - - fi9.30 v ~ , - ~ - h 69.30 \ •20 69 70.5 69.40 - - - - 69.50 N INSTALL I \ 69.30 69.30 69.70 L1_I I 14 X 23 MES - APPROXIMAT 0 ~ o 69.40 69.80 OF 4" GAS LINE PER I.E.= 67.OD - s9.4o I , - - - - - - - - - - - - - - + s7.o I 1 CLEARWATER GAS ATLAS I - I I ~ .5s NSTALL " " " " +69.72 40 LF-14x23 ERCP ~ 0.85% I STORMWATER POND B + 2 ~ T.O.B.=70.50 1 6 + 6 .4 I z° 69.6 t + + ,6 69.3 + 69.4 I 9. + ~ + 69.5 69.6 + ~ 1 w ~ p~• } 69. n 1 111 f11 ni (~8.1'~ + 69. ~ ESTRUCN~ o ~ ~ ~ ~ ~ ~ I n I (:68.1 ~ -F,,,, ~ TOP = 70A0 ~ ~ ~ THROAT = 69.00 9 ~ LE. = 66.60 E) ~ ~ 0 ~ I.E. = 66.20 W I.E. = 66.19 N~ ~!I CAUTION... ~ ~ EXISTING GAS MAIN Scale : I"= 30' ~ I I ~ ORIGINAL a APPROXIMATE LOCATION 68.95 6926 - ` - - - _ o ~ OF 4" GAS LINE PER ;,.~-s•*;•, 6933 +69.08 69.17 ' CLEARWATER GAS ATLAS ' ~ ~~-~8~~"~' 69.44 APPROXIMATE LOCATION OF 12" RAW WATER ' e PER CITY OF CLEARWATER ATLAS 2808. ~ a © x, a~~' 69.56 69.85 69.70 4 69.31 NOT FlELD VERIFIED 69.9 69.7 69.83 69.99 69.89 69.75 69.59 69.52 69.51 69.; qq 70_221 APPR E ATION 70.Ii 69.31 69.05 + 69.40 69.32 6928 ~J s II 70.16 0 0 OF 4 GAS L o - - = I-~- _ _ CLEARWATER GAS L 69.98 - ~~`-'`s~.e0-~' - - 69. 69. 69.65 _ sse - s9.76 _ _ _ +x9.55 - - DESIGNED BY: - - - - - - 6 - 69.76 69.81 to~of bank 69.62 69.15 • - -635 - - EMK - - - .9 0 - - - - - - 6 9.2 2 EX. SWALE s9 - - - - 67.3 ~ 68.4 69.0 69.30 DRAWN BY: - - - - - - - - - 68 68 ~ - - - •4 - 3 66s2 d U.G.L. _ 69.09 70.1 69.0 - - - - - - - - - °~-G7~ II 4 -IS-~ P- - - - - U.G.L. EMK '.4.."- 6.0 6" _ ;iZ•. II 7 II 5 5 II 6° II „ - 16 4 4 16 II i I - :.i - - _ P.P. +ss.23 CHECKED BY: _ E- 6 11 I 6 .50 BII ~~1 - - ;'Q. i I IE = 66.50 le ss - IE=ss.eo EMK ~ 01-- 6 ~ ~ h 7~ - 15 Pro Osed „ tl , 5 ~ . 6 . 6 -~15 APPROXIMATE LOCATION ~ SCALE: DATE: ~ 5,13„ W 0 6 6 6 „ OF 4" GAS LINE PER - 01/05 - - - ~ ©6 5 5° 5 5 9~~ CLEARWATER GAS ATLAS ~ 6406 6° - ~ 12' T 411 n (w 511 II II X12° 41113„ 11 4 4 I2' CAD FILE: 69.4 5 10° 4" 69.5 10"II° + + + Q + 12" +6 +69.4 +69.2 6"10" +69.5 + u~ ~ JOB NUMBER: + CA 41 5 4 ® ®4 + +69.3 69.4 " + + + I 4' 6 Sfi~RMWATER " + 2" 5" e" © 6' "A" 5F4 69.17+69.34 BUILDING + + " I C~ POND 4 /,M\ .I + + 69.22 JUNN A7 220035 30958,00 IV U / SHEET [!F-7 .O ERF~ii'N8 ( S~1 N of OF C~ CL.'Aa~RvvarE.H c 0 Z W W h Z C7 Z W J a Z O N N W W ~ ~ II I O CONSTRUCT SIDEWALK. ~ 4 SIDEWALK PAVERS I AVERS ~ a RAMP PER FDOT ~ ~ I PE D CURB I 0 INDEX #304 I 0 J =~H= W CONSTRUCT 5' I 10 SUBDIVISION ENTRY WALL TYPE D CUf CONCRETE FLUME I -TYPE 'D' CURB ~ j ~ W/ BRICK ENERGY Z we 20'x 20' SITE TRIANGLE z DISSIPATORS I SUBDIVI' SUBDIVISION (BOTH SIDES) aC ~ z • ~ ENTRY 1 ENTRY WALLS o v a - - - - - EXISTING WETLAND LINE ~ ~S=- ~ - 3 ~ -~6,~ \ _ _ -I GRAPHIC SCALE a = ~ o ° o L.P. EXISTING RIGHT-OF-WAY . _ , , . _ . _ . FF ~ ~ ~ \ xo o ~o ~o ao eo O Q Q ~ \ ~ ~ 01 J J v / PROP S - - 0 ED 15 RIGHT OF WAY DEDICATION ( IN FEET) ~ W ~ ~ _ _ i , . - - - - 1 inch = 20 ft. z v o Y ~ Y . ~ r , :ear v p -1 L ~ o TYPE F CURB - , ; ~x r UNIMPROVED ~ - - - - - - - - - - ~ - ~ O w ~ O GUARD N U f~ W RAIL LIMITS OF EX. PAVEMENT PROPOSED ASPHALT PAVEMENT PHALT c°o w Y z SAWCUT LINE ~ ~ Q w zo wv T.S. L.P. - - - _ _ L.P. _ _ ~ L~'" I~ RELOCATE EXISTING ~;r.. _.J TRAFFIC SIGNS 22'x24" WHITE ~ 0 BAR ND ~ Z liJ OUTSIDE OF NEW ST P A SAWCUT LINE ~ 1 \ W ~ PAVEMENT R1-1 STOP SIGN U o I ~ ~ 'hr~,.~. ~ I r , L~. ~ U t O O ~ Z ~ ~ Za .WOIi- _ } W OZ~D:Li.W~'Zli ~ Za~Wl1.~3~1L O -~Wa00 ~O a V ZdW~~WUa U O m N(~ D Wpn~.WZp~O~pz 1 O d5W0~J~~'~J w N=FU~~Zwa~ aaz ~ wWWV0~l2-WO Scale : I"= 20' W ~a»U~O~V ~ WC:D!~Y ?-f-Y z01-W~UZ~~ ~-u.u~cnw?a3w Y ~ 00 O FW- ~a ~ ~ w a 3 0 aN _ wZ,n U _p ~I I } aJ ~ I U U 2 ~ PROPOSED 4" PVC FORCE MAIN a o ~ I ( INSTALL I 0 14"x23" M.E.S. I LE. = s7.oo 69.1 ~ , I~" w O I > 10 I 1 17" REMOVE EX. HEADWALL ~ OI7I'7 AND CONNECT TO EXISTING S.W.F.W.M.D. JURISDICTIONAL WETLAND LINE GRADE TO DRAIN ~ ~ I 9" 72.1 14"x23" ERCP ®I.E.=68.87 _ Z AS SHOWN INSTALL 10 © + 70.95+ 71.24 pp~ SILT FENCE 70.88 ~d -------~g.6----- 9"-- ~ ~ - 70.78 ~ ~ + _ ~ / - - ~ - ~ 69.1 ~ _,1` - ~ L.P. 70.8 1.18 ~ ~ - - 67.3 ~ 0.2 69.6 / ~ 69_2 ~ .0 ~ 72.7 - X0.2_ - ~I 7.3 ~ _ - ~C~7.5 0 ~ 7t2 . 67.7 --+~F.69.9 70.3 +71.7 71. 66,9 - - ~ IE - 68. IE = 68.87 ead 70.86 70.95 ~ ~ - 67.1 - 9 J _ _ 67.3 _ 9 71.01 + - - - -f 70.37 67.2 - . - 70.37 70.5 23°zl4°ERCP _ _ - - _ - _ • 69.3 69.9 69.7 / 69.86 ~a. ~ ° ~ 0 63 70.76 71.46 70.6 - - , ~ e~ e, ~ 0 49 70.66 71.26 ~ , S : - 0. 6 70.70 71.37 9:65 - - - - - 70.16 -fi:OU- 70~- - - 0.20 70.30 70.48 ?0.56 - - - GUARD 70.31 + RAIL 70.20 + + 70.44 + 17.3 71.09 71.79 ~ + 69.8 ~ + 70.29 70.20 70.09 70.35 70.48 + 70.56 69.94 69.96 ~ 70.17 ~ 70.81 71.44 69:95 + 70.41 ~ 70.25 70.35 70.39 70.08 _ _ _ _ _ I 170.58 7f.18 69.98 0 `?0.5~'---- - - - 70.67 . _ s T~ = _ ` _ _ = 0 R I G 0 N~ L 70.28 . _ a 27 L.P. 70.52 .P.... _ ~ ~ s~ 70.55 70.29 „ 70.26 MATCH fx. PAVEMENT APPROXIMATE LOCATION OF 3 WATER LINE sawcL LINE ~ ~ 3 SAWCUT, REMOV V AND I - PER CITY OF CLEARWATER ATLAS 2808. REPLA REPLACE EX. PA EMENT RIM - 7 I.3I NOT FIELD VERIFIED 70.74 AND E AND BASE MATERIALS AS ~ INSTALL REQ'D REQ'D FOR FORCE MAIN INV. E. = 69.30 DESIGNED BY: ! + 150 LF-14"x23" ERCP ~ 1.25% 70.26 ~ INSTAL INSTALLATION. INV. S. = 69.29 EMK ! 70.53 (MATCI ! 70.35 (MATCH EX. MATERIALS) DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: 9 I" = 20' 03/05 CAD FILE: ~~1~~~~~~~r~~~? U) JOB NUMBER: Scale : In= 20i JUN al 2005 30958.00 SHEET PLANNING ~ DDE! -PU1 N- SVC^ O ~ BEVELED OR ROUNDED CORNERS Z Pick Hole ~ ~ 1- SOD I !~__I ~ 2°X2"X1/4" ANGLE W 1-1 4" ~ I^' A 36 „ ~ STEEL 5~g is,, ~ 4'-4" 3'-4" z 12° 24° Min. 4 Re uired " R ' q - ~ J a - _ - ° ~ WELD .1. w " ~ 18" RCP ~ o ? ? ~ o " ~ 0 1/2 DIA. ANCHOR STEEL ? ? - o m 3 REQUIRED 11A. ANCHOR STEEL ROD Outfall Pipe = I io ~ 1IRED 2-1/4° 2-1/4" ~ N w - 3a NR - Aluminum Skimmer = ~ ®M o N ? ST 0 RM? ~ ~-6 12" ~ 3'-0" - ~ ® a Weir o L' o s, _ ? S E W E R? Non Skld ~ soD ti \ ~ _ I rn m o: I ~ ~ ~ RING HALF PLAN Pattern L- Required ? ? ? ? p ip ~ ~ N N m m ~ I , N Required ° ? ? CONCRETE SLAB 3 THICK 'a~ U ~ ~ iv 8" _ Z ~ c REINFORCED WITH 6"x 6" 0 W ° 6 36" to/lo WELDED WIRE FABRIC. GRATE SEAT DETAIL z Concrete Pad 8 TYPE E z ~t „ ~ 23 TOP VIEW -SINGLE PIPE Qo Under Skimmer ~ Straight Bars 2" x 3/16° ~ 3 J ~ ~ ~ 21" SOLID COVER Reticuline Bars 1-t/4" x'3/16° ~ s ~ O o Desi n Hi hWater Level PLAN VIEW 5-3/4" Eye Bolts Per " " ~ rn~ O U ° g 9 Bands 1-1/2 x 1/4 = z y Machined Surface To of Bank 5-3/4" 4 -4 ~ FDOT Index 201 Approx. Weight 215 Lbs. ~ O Q Q c ~ N s' s rn I L 00 A C P 3'-0° _ Top of Bank L 0~ J o 22-3/4" ° 3" 0R 5 I/2° L 8 6" Freeboard Grate EI.=69.5 4- ~ W ~ O a ~ Y N C' DEEPEN AROUND 4;~ Inlet Wall ~ ~ ~ ~ ~ ~ o r Steel 2" ~ ~ ~ ~ O ~ OUTSIDE EDGE OF ~ PIPE FOR 5 12°SLAB ~ Water Quantity Grate ° z o ° ~ Y Y 18 RCP SIDE DITCH GRADE Weir EI.=67.5 Outfall Pipe Q ~ W ~ ~ > w RING - SECTION CONCRETE CON ECTOR ~y Water Quality ~ f- ~ Machined Surface PIPE 2° CI. 0 NOTES J ~ a v ~ o 4 Aluminum Skimmer 1. Fasten skimmer with 4 stainless ~ ~ ~ _ - ~ O Minimum Weight 7" 232 lbs. SADDLE ~ ~ IL ~ steel bolts w/ lead anchors z ° ° cv Normal Water Level = 2. Seal all edges of skimmer at Z u7 ~ ~ s" 278 lbs. SOLID COVER SECTION ~ ~ Z 2 NOT LESS ,~4 BAR g° 5' SOD N contact points with structure with O Ep W CC O Minimum Weight 128 lbs. THAN D NOTES waterproof caulking or approved equal ~ W L 1. Where roadwa base IS 8" or thicker use 9" rin , NO PIPE JOINT PERMITTED UNLESS Y " g APPROVED BY THE ENGINEER all other cases 7 ring is permissible. _ E / 8° #4 Bars ~ ~ 2. Manufacturers model of storm ring and COVer t0 - PAID FOR AS F )PIPE TO BE INCLUDED UNDER UNIT PRICE Pond Bottom/ ~ Basin Conc. Pod ®12" Ctrs' W z o Side Slope 4° Min. Install 6" (Min.) W U be approved by City Engineer. REixtAXt! BY DAB FOR MITERED END SECTION) Now 3 ~ PIPE CULVERT CITY OF CLEARWATER, FLORIDA 4:1 (Typ.) Gravel Bedding PUBLIC WORKS ADMINISTRATION 3. Perforated covers, when required shall be similar BY STORM SEWER t0 Solld COVerS. W.J ~ IN Qc~NO. * SLOPE 4:1 MITER: TO ~ PIPE FOR PIPES 18° AND SMALLER. ENGINEERING MANNOLE COYER REV. DALE DESaapnaN App. DESGNED BY ~ ap ~ 2:I FOR PIPES 24° AND LARGER. D.G.B. k.iff",'I~.'. ~N vosY STORM SEWER 6ADD ~ CROSS-SECTION 1y„ 1 ot/o9/2001 Added notes A.C. CHECKED 9Y OUTFACE CONTROL INOEx N0. O M.D.D. STRUCTURE 216 , FDOT TYPE E INLET (Modified} REV. DATE DESCt0P710N APP. DES~C 6Y W SLOT OR V-NOTCH t ~ t SECTION NOTES SEE FDOT STANDARD INDIX'S 212 & 273 FOR DIMENSIONS QUANTITIES, AND See Index No. 201 GENERAL NOTES. WETLAND CONTROL STRUCTURE NTS . ~v~ 0 Cla Or Cemen Varies Y t FDOT STANDARD INDIX # 272 & 273 Brick Masonary O NOTES 1. Fasten .skimmer with 4 stainless 12° 24° 3'-4° I J o O ~ ? At Terminal steel bolts w/ lend anchors 4 -4 z ~ ? z ' ~ o ' Manhole 2. Seal all edges of skimmer at ~ W O Z o ~ ~ W ~ z ~ contact points with structure with ~ a ~ w ~ o , 5~~ Q 3._4.. 2 -3e a ~ ~ Z ~dW~~'-li waterproof caulking or approved ao 24"RCP 'o = ~ N w O O I- ~ O ~ \ m equal 2-1/4" 2-1/4" Outfall Pipe m a O~ Z o~ F m w N IN- \ Bottom Of Aluminum iv \ ®M D WO~wzOppz A ~ A ~ ~ ~I~ o Corbel v a ~ N: Skimmer ~ 3'-O" _ ~ m ® li ° ~ w = ~ F ~ _ ~ ~ „ - ~ o n n ~I~ ®MI'~ D Min. ° I ~ Or To Sui 8 ~ ~ o " o t Plpe m o,v m m o Weir °a o W ~2~N~ZWaN ~ - ~ i w m ~o ~ v7 aozwz~=zz ~ - ~ d' N N c o ~ ~~~VO-t-ti.l0 I m m W -a»U~OHv 12" 12" 0'S t "v a w m ~ a B.. io 8n d' ~ Orifice ~ 0_ w ~ ~ ~ Y ~ Y so nEu y N 8" - 20F-W~UZ4'~ I-a_v~v~w?a3w - ` TYPE C 0 0° - Concrete Pad 8° TYPE E Y a a Straight Bars 2"x 3„ . v Is _ 6" m z g Reticuline Bars lanx Isn Under Skimmer " ° ~ m N n n x,~ PLAN Bands I! x! ao Straight Bars 2 x 3/16 S uare Bottom X•°.- Reticuline Bars 1-1/4" x 3/16" o ~ Design High Water Level PLAN VIEW 5-3/4° Eye Bolts Per Bands 1-1/2" x 1/4" ~ o q m ° c m Approx. IiJeight 100 Lbs. Permitted .e•:.••.o•.••.•4_•.••:a• ••a _ ~ ~ 4'-4° ~ FDOT Index 201 .Approx. Weight 215 Lbs. PLAN "G" > ~ li 53a 3~ 4 5a SECTION A-A 4 2 _o Top of Bank 5-3/4° 3'-0" Top of Bank ~ (n N 6" Freeboard Grate EI.=7t.2 w r Steel Inlet Wall ~ 3 z Orate A B C D E F G o- Water Quantity Grate 2" 3" P.V.C. Pipe a w w - ~ ~ i » , , s n n n 2" CI. Eye Bolt Shallow 0 - 4 2 -6 4 Max 3 -6 24 Max $ #3 at 12 E.W. ° Z Standard 4.1'- 6' 3'-6° 6' Max 4' 30" Max 8" #5 at 10" E.W. See Index 20I 26" Weir 2 CI. 24"RCP 6" gD' Bend ° ~ EI.=69.8 Outfall Pipe ~ ~ > Orifice Dee 6.1'- 0' " p 1 3 6 7 10 4 48 Max 12 #5 at 10 E.W.. Water Qual'1ty Aluminum Skimmer EI =69.0 ~ ~ W , , , n , ~ n n " N Deep 10.1 - 14 3 -6 7 14 5 48 Max 12 ~5 at 10 E.W. EI:=68.5 v nfice 0 ring w w _ Drilled ~f 8 Opening) ° ~ = ~ #4 Bars m m N ~ W 12" Ctrs. N Normal Water. Level ~ Conc. Pad ~ NOTES CITY OF CLEARWATER, FLORIDA PUBLIC WORG(S ADMINISTRATION SECTION Recommended Maximum Pipe Size: w 1. All concrete to be 3000 ENGINEERING .S.i., RmNa~ BY DATE 2'-0" Wall-IS" Pipe 8" 4" Min. ~ #4 Bars ORIFICE DETAIL p STORM SEWER 3 ~ 3'-I" wall-24" Pi e P with fiber mesh reinforcing. ~ +/e/~ Rev. Notes R~ ~W~ BY IN oc2 0. _ Pond Bottom/ ~ ~ 12" Ctrs. Conc. Pad Install 6° (Min.) - Z DESIGNED BY MANwoLE oErAIL ~ REV. DALE oESaapnoN D.G.B. 1 or t F SidenSloe 4° Min. CITY OF CLEARWATER, FLORIDA P Grovel Bedding .PUBLIC WORKS ADMINISTRATION .D.O.T . TYP C LET 4:1 (Typ.) ENGINEERING ° FDOT INDEX 232 NTS CROSS-SECTION ~"D aeY STORM SEWER 6ADD ~ j~ 1Q /09/2001 Added notes A.C. CHECKED BY OUTFACE CONTROL INDEx No. e:~ FDOT TYPE E INLET (Modified) REV DALE ~P "''D'D' STRUCTURE 214 DESr~C.eY yy ORIFlCE t ~ 1 ~ m 4' -4" Frame And Cover See Index No. 203 ~ ~ POND A CONTROL STRUCTURE ~ ~ 8" A=2'-8" Min. 8" m 4~ 3 Bars All Around When Pipe O.D. NTS o Is > 2'-B" a A=Pipe O.D. A minus 2" NATURAL GRADE ~ n OR SUBGRADE ~ q 34 0 4~ \ 7• mono ~ ~ sTORN i anononooo " nonoaoa r A minus 4 ~ BACKFlLL IN 12" o Concrete • • _ 6 LAYERS COMPACTED TO ~ ~ Brick > / ~I`fl 98% OF T-180 BACKFlLL IN 6" LAYERS & ° ~TYP•) I ~ a~i ~ COMPACT TO 98% T-180 ~ R i G O N A L w N I p 0 4„ 4 „ ~ ~m ~ a m •::~.•:.:t ~ N ~ p N o NZ LAN N m m PLAN VIEW : r' . v~. '®9 V 6 DESIGNED BY: 8" 2'-8" Min. 8" ~ k ~ 4i_4,r SECTION B-B ~ 0 3' S3 TYPE E L ~ 54 ~ „ 4 S SELECT GRANULAR MATERIAL - z ~ 12"-18" MAX.. EMK a 3 „ I Varies N Straight Bars 2 x 4 T TAMPED & COMPACTED TO `o ~ DRAWN BY: Open Throat 3„ g Reticuline Bars x - 98% OF T-180 Both Sides - Bottom Of Swale De th „ 4 16 io p E F NOTES: ~ Grate B „ r EMK 1. Non traffic bearing. ands 2 X 4 shallow o'-4' 8" 2 Cl. A ro REMOVE UNSUITAI ~EMOVE UNSUITABLE MATERIAL,AS CHECKED B Y: 3 Dowels 2. Chamfer all exposed edges Eye BOYS pp x. Weight 215 Lbs. - Standard 4.1'-ti' 8" 3 DEEMED NECESSF 10 O.C. ~ 3. All concrete 3 00 ~ See Index TEEMED NECESSARY BY GEOTECHNICAL EMK o psi, with ENGINEER, AND F Deep 6.1'-14' 12" fiber mesh reinforcing. - GRANULAR MATER ;NGINEER, AND REPLACE WITH SUITABLE SCALE: DATE: N ~RANUTAR MATERIAL, COMPACT TO 98% T-180 Grout Flow ro #4 Bars - 03/05 Line T , ~ 12' Ctr BOTTOM OF A-8 MATERIAL CAD FILE: NOTE: _ CITY of r.It:eRweTGQ cinamA 4 CTADII hDAIAI DID[ CL1A1 I OC I?ICTAI 1 [A nl AnnMnulnr wm 1 n R I T PUBLIC WORKS ADMINISTRATION SECTION 1. ~ivnm umin nrL- JnnLL oL inajt LLLU m n%j%jvnuAviur- rain IS L-" i Ll CI h ENGINEERING 2 4/9/02 Rev. Notes REDRAYM DAIS FDOT STANDARD SPECIFICATIONS, SECTION 430. JOB NUMBER: q""#5 Bars 10" O.C. Ra N0P0 3/00 JINN 07 2005 30958.00\ Notes tiG SECTION A-A T 1/10/02 mange Ring 213 I- M. sfa OPEN THROAT IN= NO. INLET L REV. DATE DESMPTION DEEMED BY • • • . TYPE E APP INLET ' M.G.B. 1 OF i TYPICAL STORM DRAIN TRENCH DETAIL SHEET Pui7lNiNG & OFVF~LCsPpd~ N SUCS; FDOT INDEX #232 NTS I d% NTS Cfx~ or C!_CAPVVAII l o of V 0 Z tr W W Z Z W HANDICAPPED SIGNS f -SEE INDEX N0. 119 Q 8" J Y4 ;F.. f 'a.. Z 0 a. r ,hit' ~ 611 N 611 il_611 W A:~.ul CONC. WALK RAMP DOWN RAMP DOWN CONC. WALK ~ ""i /Joint Seal o SEE INDEx ND. 109 SEE INDEx N0. 109 ~ ' a PARKING BY , ~ ~ I ~ a DISABLED PERMIT 2 0 ONLY i I O 1 11 ~ X LL g~k T 2 St ~ 'A ~ ~ ~ YAOE 1RAFFlC BLUE • ~ sTmPE (TtalcAl.) $255 FlNE C° I 6" Min z w F.S. 318.14 Conc. Pavt - z „ Q T Z ' + R ti 6' WIDE TRAFFIC WHITE r, 8 2, C„ 2 Exp. Joint Anc o ~ ~ ~ I g• STROKE g a STrUPE (TYPICAL) c (TYPICAL) I to Preformed Joint ~ d- ° rn- o 0 C4 ° U *Note: When used on high side of roadways, the cross slope of the *Note: When used on high side of roadways, the cross slope of the ~ Tm ° Q a ~ 6p. gutter shall match the cross slope of the adjacent pavement gutter shalt match the cross slope of the adjacent pavement ~ J J ° 5-0' the thickness of the lip shall be 6", unless otherwise shown the thickness of the lip shall be 6", unless otherwise shown o a ~ Y ~ N on plans. on plans. ~ ~ ~ ~ ~ ~ o ~ W i~ c •_~7~ . I Ir e i,. r . i"~ r~ TYPE 'F' CURB AND GUTTER TYPE 'D' CURB z ° ° ~ Y ~ Y a °~-m~ >W III r TYPICAL) - a~rl I~ n: --I I I ( ,r-o• s-o• ,r-o• - 29'-0• I Ir - -1 ia~w j0 ~ °E_- ~o - I. - cn z o .o . N •.I I• - a• r r a•. z ~ ~ w 0 •u 4 o~ ~ U I` W .f w Y z NOTE: •A • e UI T All pavement markings to be thermoplastic. CITY OF CLEARWATER, FLORIDA zo :R, FLORIDA W W v CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION ENGINEERING 'INISTRATION ENGINEERING REO~gWN BY DAtE t~WN BY DA1E A.C. 5 gg VG DALE ~ ~ ` AC• 5 99 IN00t N0. CHECxED BY TYPICAL DOUBLE , 12/99 Updated Fero M.a. CHEgtED BY TYPICAL HANDICAPPED moEx p INDIXNO. M.Q. SIGN DETAIL 1ta UL 119 ~~'t ry V REV. OAn: DESIGNED BY HANDICAPPED STALL 118 REV. DAni DESCRIPnON APP. DESIGNED BY DESaaPnDN APP. M.G. 1 OF M,G, 2 OF 2 1 OF 1 ~ i,~l i~'w# + ~ ~ d F`, y~. • 2rt fi. en< 3' TrarroNion ~ any if ~a~~. e~ , ~ Remove Curb if Existin c`' 9 Q ~Y~ Exist Conc Drive l ~ rc,~" " IJp p~ _Z of Back of Curb Max Slope t2 1 12 Max Slope A A v t"Ir~- H I ZQ ,IipW . } Nan-atlp~ N~ a ~ . W pZpl-Jp~°J VaNa:L1.W-Zix, ZN(n~1.1.~~~11. w ` 1 2" Ex Joint ~ 1/2 Ex .Joint ~ / P' m 6 v zalwi~~w~ao (7 O 0] N 12" Q ~z~ai- TYPICAL DRIVEWAY CROSS SECTION " Pro ert R.O.W. Line 4 WOa_WZOOOZ I2' IZ' O dS W 0 J F" a' f- J 0 U ' 10L1Gw~?•°r m Conc. Sidewalk , ~ • ' ~ a W v1 ~~NZwQN B B PLAN VIEW ; , . - • • Base 3' 4' ~ wwwwzN=zz I I' ~ ~o-~-wo pt-~ U OF-U ~ 12 4•! • , ~ a • . • ; 4 E CONCRETE ASPHALTIC S/W W Q ~ > dS o'B : • R ' 4-U \ \ M RIBBON CURB CONCRETE ~ w ~ o! o: Y ~ r ~ Y =o~-w~ z~~ ~-a_u~cnw?a~w R //i i/ i./~ X w i~ / ~ / ~ o.0 4 Mm Residential Street 1 C' R ~ / r/ \ \ 2% - Remove Back of Curb on State or Vertical Curbs wlth a vertical Saw cut a ~ ~ \ \ _ , 5 Mln Arterial Street 2 Coun R 1 2 Ex anslon Joint / / / / / / Y ~ D: m o tY ~ P / / ~ ~ or Remove entire Curb and Re lace as Part of Sidewalk Ram . M N H ~ P P ~ Stabilized Subgrade ` ' N W Modified and Valley Gutter Curbs 1/4" per Fast FBV 60 O I- ~a join exist back of curb ,•.a~;•:••.:..~.:.:;.~-;•;•:•• 2- 4 Deformed Rebar t *All exposed concrete edges to be hand tooled. 12" Textured Surtace .PAVEMENT DESIGN " t" Max Slope f••. r Back of Curb 3000 psi canc 4° thick. Constr. 6" thick © r. • f•• • a• at driveways with 6x6 X10 welded wire • 1 1/2" ASPHALTIC CONCRETE (TYPE S-III) m ~ mesh. See note 7. • ~ Remove to a PAVING HEADER LETAIL • 6" CRUSHED CONCRETE BASE (LBR 100, a z 3 O . n 1/2" Expansion Joint even joint or sawcut NOTE: GRADED PER F.D.O.T. STD. SPEC., SECTION 204) ~ _ 1. Refer to Landscape Plans for paver material (COMPACTED TO 97~ AASHTO T-134) ~ z ~ SECTION A-A SECTION B-B and base design. • 6" TYPE 'B' STABILIZED SUBGRADE (LBR-40) } ~ - ~ oT~s: 2. Pavers used in roadwa shall meet F.D.O.T. s ecs. to su art W 1. Provide tooled joirds at d'artances matching the width. Also 8. Ramps shall have o tackle surface, taztured to a depth not Y P PP pk,~ expar~an;o;rrb ~ d(iY8way9. ex~ng 1/s• by use of tamp or roller in cordormonce w8h fire department and emergency vehicle weights 80,000 lbs. 2 ff Mme physicd olxdruction exists which prevent the plating requirements of FITOT Roadway.and Trotfic Standards, of sidewalks as shown, contact the Fngineering D'msion for Detm1 304 a most recent mad'd'icah'ans. ° PAVEMENT SECTION a ° ~ altemale location. 3. Wooden and other spacers wkl not be permittal in sidewalks ar W N driveways. 4. No coatings of arty land will be permuted on concrete CITY OF CLEARWATER f W sidewalks or driveways wdhout speafx; approval of the Cdy CITY OF CLEARWATER, FLORIDA LORIDA ER, FLORIDA 0i~1°~' z 4/e/oz Rev. Notee R~ PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION 5. As conrxete ahml be 3000 psi min. 0 28 days, wdh fifer ENGINEERING ENGINEERING IINISTRATION NG _ o mesh reudorang. 2 t/as ached oats BY TYPICAL SIDEWALK DAB REDRAWN BY DAn 6. Concrete surface to be rght broom fin'eh. aG~ ~ A.C. DALE Z 10 98 e 7. CAnIXefe driveway conshuction shall be 6• thick w 6x6/10x10 1 11/93 modlRed cud ~ ~ GNEgcED BY CONSTRUCTION AND tt~f Np, giEC1a;D BY PAVING HEADER & INDEX welded wire mesh reirdorcetnent LCd RAMP DETAIL 10g u.a. tts aIQZ & INDIX N0. DE5(91ED BY BRICK PAVER DEI'All REV. DALE DESpaPnON APP• ~ REV. DATE OESCPoPnON APP, CJI.H. 1 aF 3 D~l~L 116 4' ~ih. CONC. SIDEWALK Match Existing if Grass Plantin or Other 5 Non-Walking Surtace miA Extsting Sidewalk ~2 41 S ~;~n D k ~;s V ral Gross Plantin or Other S}~ 0 9 , ''9 Eby Non-Walking Surface ~ 6 y c~ " 4 /5 " t. 6 6 6" Vertical Curb •~o• RAMP CURB in Transition k ~ 0~°' ~ R '~I 2R 2 0 0 so - - - ~ti .p o ~k ~ti O 'Qj~ sir ~A ~;S F o~oXoc~y..~cG - ~L c~ ~'am 'pB Exist. T e I Curb Flow Line ~ ~ ,Q~ YP Remove Back of Curb ,y A ~o r . .9 rf Exlstmg e~~ R TU NOTE: Concrete to be 3,000 si, with fiber mesh reinforcin . E RNED CURB (AMPS P 9 If "x" is less than 48" then the slope of the flared side 2-1 2" min 2" min shall not exceed 12:1. / ~R1G~NA~ ~ ~ ISOMETRIC VIEW " i DESIGNED BY: VALLEY GUTTER CURB N N I EMK CURB DROP CURB ~ ~ 1TiANSRION CURB TRANSI110N CONC. RAMP i o i BACK OF SIDEWALK rn ,o Textured surface o 0 0 DRAWN BY: EMK o a a • ..G e CHECKED BY: - e e ° " ' . 4. e EMK FLOW LINE 12:1 MAX. 7-3/4" #3 Bar 7-1/2" #3 Bar ELEVA I - Typical Typical T ON A A SCALE: DATE: SECTION B-~B TYPE A TYPE C - 03/05 NOTES: - 1.Ramps are designed to the CITY OF CLEARWATER F g CAD FILE: Uniform Federal Accessibility Standards PUB LORIDA CITY OF CLEARWATER, FLORIDA :R,_FLORIDA ~I~I~I NC`~~n I~ ~~1 I~ ~Il~~ C-12.DWG t~ c~m~ly with the Americans with Disahilitins Art UC WORKS A~MINISTRATI~N D A S 2. Ramps 'Shall Have a Tactle Surface, Textured 'to '--a ENGINEERINGMINISTRATION INISTRATION De th Not Exceedin 1/8" b use of Tam or roller 1 4/14/95 Isometric view redrawn MR AWN ENGINEERING DATE PUBLIC WORK P 9 Y P ler I py~, _ TYPICJIL SIDEWALK 1 /93 RmRawN BY DarE In Conformance with Re uirements of FDOT Novo 7/9 4G JOB NUMBER: DATE ~ Roadwa and Traffic Design Standards Detail 304 1 1/95 Added note CHECKM BY CURB CUT RAWIPS INimc NO. Y 04 Mi. PHYSICALLY HANDICAPPED 109 1 4/9/02 Rev. Notes RG ~Ea® BY WHEEL STOPS M~ IN JUN 072805 30958.00\ Or Most Recent Modifications. REV DaTE DESCPoPnoN aPP, ]DESIGNED BY ESI 2 OF 3 DGNED BY REINFORCED CONCRETE 1t7 REV. DATE DESCMP7IDN APP. R.C.S. 1 OF DNCREfE IPS M~c~o. 1OF1 SHEET C=12 o, 18 0 Z co D: Pick Hole See Index No. 301 z r z w 5/8" CLEANOUT PLUG a Varies J Min. 4 Required ~ CHARLOTTE Pipe And Foundry Campany See NOTE For Traffic Bearing Cover. Part No. 106 Or Equal At Terminal Clay Brick o Manhole Masonry ~ ? ? ? ~f r 1 /2" Cement °o: Q Plaster a 5 ~ ° aaa>IrA~v l 1 m ~ p ~ rry ~ ~ ? Non Skid Concrete Pad 8" FEMALE ADAPTER A ~ A Bottom Of o a Corbel RING -HALF PLAN Pattern Thick x 1'-6" Sq. CHARLOTTE Pipe And Foundry Company U U ~ ~ Required 0 ? ? ? o N Required Part No. 101 Or Equal _ o Brick z ~ / g" _ w ? ? L ! 2' Joint In » „ v - 8" : z Q Pipe Entry 12" D Q d o 0 36° ~r „ Typical 12 ~ ~ 3 ~ J o_ ~ 23 r7 E .a ' O = ~ p ~ ~z I 21" SOLID COVER Ot o J ~ Q Q•~ Machined Surface Q ~ LL ern ~ J J o L :;Q t~~ Ij N - TWO WAY CLEANOUT ~ ~ CHARLOTTE Pi a And Found Com an Square Bottom ~~•••:•a•:•:••~~••~~~e:~•:•:~d:::~~,~;•p~`~~;:; •:d:•:d ~ a ~ ~ cn Permitted :D::a-:•:•..•. ••:.;.•~::•:•:•:d•::••~•a:~:~• :•:••••a = U . ° ~ Y 22-3 4 ° P ry P Y / Part No. 448 Or E ual o q „G„ z a - Y PLAN SECTION A-A a ~ ~ ~ w > W Crown of drop pipe I-- ~ ~ Sewer Lateral shall match crown -I o E: _ _ ~ o A B C D E F G of outfall pipe for ~ z a ~..o Machined Surface RING -SECTION ~ » Shallow 0 - 4 ~ 2 -6 4 Max .3 -6 24 Max 8 #3 at 12 E.W. outfall pipes of 10 z ~ ~ ~ ~ Standard 4.1 - 6 3 -6 6 Max 4 30 Max 8 #5 at 10 E.W. or larger. O ~ w ~ ~ Minimum Weight 7" 232 lbs. SOLID COVER SECTION Deep 6.1 - 10 3 -6 7 10 4 36 Max 12 #5 at 10 E.W. w 9" 278 lbs. Minimum Weight 128 lbs. N.T.S. Deep 10.1'- 14' 3'-6" 7' 14' 5' 36" Max 12" ~5 at 10" E.W. ~ z Ur T NOTES 1. Where roadway base is 8" or thicker use 9" ring, CITY OF CLEARWAIER, FLORIDA NOTES: W z o WU 1. All concrete to be 3000 p.s.i. with fiber mesh CITY OF CLEARWATER, FLORIDA all other cases 7" rin is ermissible. ~ CITY OF CLEARWATER, FLORIDA g P ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT FLORIDA reinforcing. 2. Manufacturers model of storm ring and cover to ~ DATE NOTE. Cleanout Plug Cover To Be REDRAWN BY DATE )EPARTMENT 2. P.v.C. pipe entry requires manhole adapter coupling ENGINEERING DEPARTMENT A STANDARD 11 07 95 be approved by City Engineer. ~ ~ sAN~ARY gEyy~ a s' U.S. Foundry 7623 Or Equal. 1 9/25/96 peleted Sheets 2 & 3 W.JS, INDIX N0. Q 3/04 Revised Per UhTities RS.F. CHI ~ CLEAI~I WDIX N0. onh by Flo Control Inc., or approved water stop coupling. BRICK MASONRY °A~ ~ ~'°F 11 07 95 3. Manholes shall have a water proof Bituminous Coating criECNED BY MANHOLE DETAIL 8 st . REV. DATE DESIGNED BY MANHOLE COVER 304 DESCRIPTION APP. OF NEV. DALE APPROVED BY SOeita w304o, on the exterior & interior. Koppers bitumastic black ~ 4/B/o2 eex Notaa RG. INDEx No. • solution 300M, or Proco EP-214. aEV. oA~E DESCRIPTION ppp• DESIGNED Bi' $ANRARY SEINER 302 D.G.B. 1 2 DESCNIPNON ~P• T.C.J. i OF 2 1 of 2 D.G.B. OUTSIDE DROP t of 3 _y.~a f- w ~ :,r r. , E' " SPACING OF POSTS FILTER FABRIC TO BE 6-10 FEET APART MATERIAL tL ~ I- ~ I -10 O~ Z STREET WITH CURB STREET WITHOUT CURB H I Z_Q .~-0~- } z pZpi-JO=OJ W ~WWF-ZW ~ ZaU1WIi.O~~LI.. O '-~WaO~~I-O ZQ O U ci a O O Oa~.~a]WN~ O W~dWZOOpZ 0 0 m w zM _ O d$WO~J~a"~J O ~ p::. 1H ~I II--i I ~ ~ w ~=~~c~nzwQai I U~OF-U 4' Min. 36"min 4' Min. 2' MIN. ~ FOR ADDITIONAL STRENGTH ~ w ~ ~ ~ Y U } ~ Y ~.--'%'.=-"~~N FlLTER FABRIC MATERUIL CAN I=- a c~n uWi w ? a 3 w ~ BE ATTACHED TO A 6-INCH (MAX) MESH WIRE SCREEN WHICH HAS Y ~ ' = ; ~ BACKFlLLED TRENCH BEEN FASTENED TO THE POSTS ~ Steel Casin Ductile 9 Restratntng (Size Varies) Iron Pipe Gaskets o~ (tYP) ~ ~ w z a 3 O FlLTER FABRIC MATERIAL. a _ n~~~sTSFO~ osm ATTACHING TWO SILT FENCES ~ o ~ NOTES THE WIRE MESH y. ~ " 'f; - - -p~- - u ~ tltl W 1. All pipe thru casing to be ductile iron. APPROXIMATELY 8 ° [Y INCHES OF FlLTER ° 2. All i es within casin to be PP 9 restrained by restraining gaskets. FABRIC MATERV~L MUST PLACE THE END ~ PO5i OF THE TRENCH AND BE SECOND FENCE w 3. Casing pipe to meet F.D.O.T. standards. CITY OF CLEARWATER, FLORIDA ANCHORED WITH ~ i r IN51DE THE END ~ COMPACTED BACKFlIL POST OF THE FlRST FTNCE PUBLIC WORKS ADMINISTRATION ENGINEERING _ o REDRAWN BY DATE z WOOD OR ROTATE BOTH POSTS pT affa~ BY JACK AND BORE 1 2/95 NOTES k PIPE DESC. GCH t~7NQ STEEL POST LEAST 18D DEGREES IN RE1: DATE DESCRPTION App. DtSIf;HED BY 1 OF 1 A CLOCKWISE DIRECi1DN ~1 RUNOFF ~ TO CREATE A TIGHT 1'~ SEAL WOH THE FABRIC MATERIAL 6~ ' ~ r\\ ~ 10 INCHES DIRECTION OF RUNOFF WATERS (MIN) APPROXIMATE 4-INCH DRNE BOTH POSTS BY 4-INCH TRENCH ~ ~ ~ ABOUT td INCHES INTO THE GROUND ~ AND BURY FLAP ,,iii,. ~ ~ ~ . ~ ~ ~ CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAB Y INSTALLJNG A FILTER 7°Ao2 CHEB BY FABRIC SILT FENCE IN o~o. DESGNED BY 0 AEV, DALE DESaiIP710N APP. 1 D< $ ~ Q C'9 C r j~ R ° " ~ + ~ DESIGNED BY: EMK DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: - 03/05 CAD FILE: b~'°'~ C°~ ~v~T"~ fq CbA7 E`~ I' C-13.DWG ~ff m L!; 19 f5 U Ul L5 JOB NUMBER: s i JUN 0105 30958.00\ SHEET P {.ANNNC, ~ DEVELOPIAN'T SVC C cm 14 of~ 0 Z 0: W Z P.V.C. "PIPE RESTRAINT W J Q NOTES: NOTES: THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: o 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB " 1. BEND -INLET AND OUTLET N 1. 2 PVC CONDUIT TO EXTEND 2 BEHIND BACK OF CURB, BOTH SIDES OF ROADWAY (NOT UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. REQUIRED. ON SERVICE REPLACEMENT). 2. TEE -OUTLET BRANCH ~ 3. OFFSETS -INLET AND OUTLET ~ 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE " 4. CAPS a SHEET N0. 3 . THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISlO . 2. PVC CONDUIT TO BE MIN. 18 BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB. N DRIVEWAYS , 5. PLUGS a SHALL NOT BE BUILT OVER METERS. 3. WATER MAINS TO BE MIN. 30 BELOW GRADE and APPROX. 4 BACK OF CURB 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED TEST FOR ONE HO 4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT-OF-WAY. 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS ° ( UR 0 150 P.S.L) " „ UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL CO 5. SERVICE LINE TO BE MIN. 12 and MAX. 18 BELOW GRADE. MPLETION OF THE a TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. Lj ~ ' 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. ~ ~ ~ ~ L ~ Megalug Restrainer (Typ.) z w 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS = ~ „ " ~ C ~ _ z •°o REQUIRED FOR 2 SERVICE CONNECTIONS TO 6 and LARGER PVC MAINS. LARGEST SERVICE 3 3 3 d Q o CONNECTION TO A 4" MAIN IS 1 1 2" and LARGEST TO ANY MAIN IS 2". L ~ 3 ~ / L i ~ 3 ~ ~ I.L. 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". ~ I ~ , 0 rn~ ~ ~ o 1' 1, 1 ( J=r~OQQ~ Threaded Cor oration Sto 2 (TYp•) 1' p p Curb Stop Ebba 1500 Series T ~ m J J ° MUELLER H15008 MUELLER H14350 with Lock Wing and , or approved equal ° ( YP~) 4- ~ m L~ o a I Y ~ Compression inlet or approved equal 1' ~ (Tap at 45° Angle) , ' „ ~°r~~ ~c (n v ~ o 18"Min. 12 -18 ~ ~•L ~W QU 30" Min. ON ALL TEES, A MINIMUM. OF 5' SHALL BE Z ° ~ M Y r Y Saddle if Required RESTRAINED ON EACH RUN LEG Q ~ I•`- ~p ~ > w L =MINIMUM LENGTH TO BE ~ } n. W ~ ~ See Note 5 ~ RESTRAINED ON EACH SIDE OF FITTING (ft.) ~ o ~ _ _ ~ Op Water Service Tubin " 9 3/4 Polyethylene FlGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE. ~ z a D-•a cv 8" PVC MAXIMUM SIZE USED IN SYSTEM NOTE: THRUST RESTRAINT AT FlTTINGS AND VALVES" SHALL BE z ~ ~ ~ Drisco i e 5100 or End t Water Service Tubin Thre p p o /Yardley g aded ~ in 2" PVC Co L' X Blue Jet, SDR 9, 3408 Polyethylene Curb Stop nduit Corpora ion Stop Saddle shall have double , BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT ~ ~ W ~ ~ T (Typ. 5/8 meter) (Typ.) Water Main ( YP ) stainless steel straps NOM. ELBOWS (deg.) VALVE BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 U ~ W ~ with e ox coated P Y PIPE TEES DEAD RESTRAINERS. Y z ~ SIZE 11.25 22.50 45 90 BRANCH END ~ ~ ductile iron body. CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER FLORIDA w Z o 'LORIDA 4 2 4 9 21 28 46 CITY OF CLEARWATER, FLORIDA W v Water Main PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION ENGINEERING ENGINEERING I'RATION PUBUC WORKS ADMINISTRATION RBRtAWN BY DALE REDRAWN BY DAZE B.V.D. 01 15 92 M.J.P. WATER MAIN 01 15 9 6 3 6 12 29 47 65 ENGINEERING T2/z~/sa RSV waTFR sERmmcE giEp® BY WATER MAIN SERVICE aa~x N0. REV, waTER somcE CHEGSm BY SERVICE LINES TUBING TYPE GCH CONNECTION DETAIL `~1 ' ~z/~/s4 Tu~RC TYPE rxe ~401N0' 01 15 9 8 4 8 16 38 66 85 ` ; ~ 9 02 99 DESpim BY TYPICAL SECTION REV DALE DESCRIP7IDN APP.. oE9p~D ~ 1 OF 3 REV. -0AlE oES~uDN APP. 2 OF 3 ~401N0' CHEq~D BY THRUST RESTRAINING ~ 403 2 OF 3 REV. DALE DESCPoP110N APP. DESIQIED BY ~~:y' G.C.H. 1 aF 2 r~ Vin; ~r, . :1:.~ ,JO p~ Z - n.ts. n.ts. TYPICAL HYDRANT SETTING ~ ~ _za} w o o~~o=°r a~ c ~QNa:u.w~ztL n.t.s. ~ z ~ww~n~ow 3 ~ C7ap°°mUNUI z a-I~- w-?- i wo~wzOOOz N Back of Curb Curb O alswo~~~o_~- J Ad'ustable ~ ~ Max. 15 - Min. 4 or = Nuoiow~c~n ~ •v „ Edge of Pavement Valve Box ~ 18 Min. , vement Connecting Piece w/integrally uwi a a z z z= a z © Fire Hydrant Assembly ~ o ~ ~ ~ o i- w o cast Mech. Joint Gland on (TYP•) w _ ~ ~ o ~ . L 24" Max. one End-D.I. Rotatable Mech. o: w ~ ~ ~ Y ~ Y ~ ° Distance Varies Valve Box Joint Gland on Other End. = o I- w ~ ~ z o: ~ L , I 41 CO > V ~ Ha_cnrnw?a3w When Valve Occurs in Roadway, o ~ ~ , set Base on 10-Common Brick. I ~ ~ Length Varies r I (See Note 1 } m N ~ , I , I I w Valve and Hydrant Tee a ~ I ~ ~ ~ ~ Q w/D.I. Rotatable Mech. Joint ° / ~ ~ ~ ~ , Gland on Plain End Branch. ~ Mech. Joint I Valve (n I I I , z , N ~ Mech, Joint Valve 0 , , ONLY APPROVED Water Main , :D o ~ ~ - Mech. Joint Valve I Kennedy Guardian No. K-81A K-81A ~ ~ Restraining Joint Muller Centurion No. A-423 "W A-423 ~ I I U.S. Pipe Metropolitan , in Water Main ° ~ , I NOTES: NOTES: I I Restraining Joint (Typ.) 1. On Hydrants Requiring Runout CITY OF CLEARWAY 1. Steamer Connection to Face Street. ER, FLORIDA 2. All Fire H Brant CITY OF CLEARWATER FLORIDA Last Two .Joints Must 13e Restrained PUBLIC WORKS ADMINISTRATION y s to have 5 1 /4 Valve Seat. ENGINEERING ~ PUBLIC WORKS ADMINISTRATION .ORIDA Per Detail 403 (2 of 2). CITY OF CLEARWATER, FLORIDA CATION PUBUC WORKS ADMINISTRATION z 3. Fire Hydrants Shall be Placed at Street Corners ENGINEERING eyp~ TYPICAL VALVE 01D15 g2 or in the R.O.W. Ad'acent to Side Lot Lines ~"N~ DATE ENGINEERING a~Ea® BY SETTING ~x N0. ~ B.V.D. TYPICAL HYDRANT of 15 9 Ot D15 9 BEDRAYM BY TYPICAL HYDRANT DACE c B.V.D. D1 15 9 ~ e CROSS-SECTION 402 Whenever Possible. a+Ea~n BY SETTING ~c Na G.C.H. CROSS-SEC110N 402 REV DATE DESaaPnaN APP' Dma~ BY 1 OF 4 4. See Sheet 3 for Typical Connections & Fittings. DATE DESa~noN DEaa+m BY ~ 02°' cr~E~acm eY SEIZING i~ Na c9 G.C.H. 2 OF 4 PLAN VIEW `wz 2 OF 4 BEV DAh DESa+wnoN APP. ~"m ~ 3 OF 4 G.C.H. GR{GI~L o Stop Less Check MUELLER H14350 with Lock Win and TEMP » g ORARY BLOWOFF STREET WITH CURB STREET WITHOUT CURB 2 Ball Valve Compression inlet or approved equal AND SAMPLE TAP Finished Grade Finished Grode Hose Bib b ~ Threaded Corporation Stop MUELLER H15008 ~ o or approved equal ~ 3 4 Galvanized TAP AT 45° ANGLE Min. 2" PVC marking ~ ~ ~ o: Min. 2 PVC marking column capped o Detectable o column "capped" of Tape w Saddle re wired on q 18"min. ~ ii ~ I 4" P.V.C. onl Y » ° ' 2 Galvanized . I - I -----36"min - ~ pl I ~'~~Y. Water Se ' rv~ce Tubing 4' Min. 4' Min. . , DESIGNED BY: Saddle shall have double ~X Driscopipe 5100 or Endot/Yardley 2" Cor oration p stainless steel stra s ' ` Blue Jet, SDR 9, 3408 Polyethylene P EMK Sch. 80 PVC End of sleeve to be DRAWN BY: with e ox coated p Y (Size Varies) capped or tapped ductile iron body. (typical each end) EMK Water Main Tapping Saddle - o ~ _ .CHECKED BY: NOTES ~ EMK i I CHLO RINATI ON T AP 1. 2" PVC marking Columns to be I w , SCALE: DATE: set 12" above existing grade at { ~U~ ~7 ~~ij~ - 03/05 Restrained 2" ° TOP CONNECTION . each end of PVC sleeves. Tapped Plug P~,A,Pd?~illv,a~,~~3(r~,(~Plvil~6'~1 CAD FILE: fi~',aS rr"s r~~ r:~ra~~rswr.?~ra r-la nwr, CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA ENGINEERING END CONNECTION PUBllC WORKS ADMINISTRATION ORID90FF CITY OF CLEARWATER, FLORIDA JOB NUMBER: RATIOPUBLIC WORKS ADMINISTRATION REDRAYtlN Dr DAB .ENGINEERING B.V.D. 06 25/91 ItEDMWN BY ENGINEERING DA 30958.00\ RED I. DY D/m TEMP BLOWOFF ~i 8/7/95 chg. sem~ Tua~ type cc,H, cs Ga~ er CHLORINATION TAP B.V.D. 06 24 91 DEX H. 408 CHECKED BY AND W 4 NO. CHECKED BY TYPICAL IRRIGATION INDEX No. REV. DATE DESCRIP110N Aar. DESOIED BY 1 OF 2 SAMPLE TAP 40B G.C.H. REV oA~E DESCRIPDON Aar. DESIGNED G.C.H. 2 OF 2 SHEET T. Nusrz SLEEVE ,oe REV. WE oES noN APP. DOAGNEI) T. nun av o of 0 Z K W W Z U Z W J a 5' 2' B' S ~ IZ 4' , 25' 5.5' 3 10' 10' o o a z ~ z 72 Z to 72 ~ ~ ~ ~ ~ w w z z 3' 12' 12' ~ r a ~ ° PROP05ED CONCRETE ~ ~ 3 ~ ° ii ~ ~ a ~i RETAINING WALL o a ~I ~ I\ I~ ~ ~ z w 4 S/W ~ z a it o (SEE ARCH. PLANS) o z o o m 74 • a a ~ o - o ~ 4.67' o ~ a o ~ m ~ °I m ~ ~ ~ ¢ < O ~ M II M w ~ N 'N 4 PROP. PAVEMENT ~ o j w 0 70 O J w / L ~ ZI o n w n a l~. 70 a o J ~ ~I ~ ~ F a O ZI NI ~ ~ U DHW25 =69.43 ~ O N F U ~ C E%. GROUND DHWpg=69.10 3 EX. GROU D 72 N U• Z W zo i I , I I m ~I Q~ z d ~ ~ Q o 2 w d• / O 3 J~ DHW =70,97 37 1 w 70 3 ~ O h o 68 ~ - 68 • 3 DHW =69.30 ~ _ ~ O U Z ~ . PROP. 4' _ ~ ~ J Q ~ 70 1 ( SIDEWALK / ^ (PALMETTO DR.) ~ ~ CO LL ,I 4 4 POND A 4 I I TOB = 71.5 4 I I \ I O ~a ~ c ~ -v Cr o 66 = 68 ON I t t z vo~Y O~Y 66 , OP ND ,C, DHW25 = 70.97 EX. GROUND TOg = 70.5 4 4 PE067 8 R C P a 0 W~ w > W 4 OND • TOB = 70.5 TOB = 70.5 _ = 68 t _ DHW 5 = 69.43 I I I DHW25 = 69.30 ~ Bor.=ss.5 _J L a • • ~ ~ ~ of _ cnp DHW25 - 69.10 2 PROP. GRADE 4 I I 64 I I 66 z ~~~W v,~ O ~ ~ V 64 BOT.=63.5 BOT =66.5 U I~ W L • PROP. 8" AD5 _ w a, 66 . APPROX. LOCATION OF APPROX. LOCATION OF Y z . LOCATION OF EX. 12° RAW WATER UNE ~ ~ BOT. = 62.5 IX. 4° GAS I1NE • LE. 65.71 tS UNE LE. 65.51 Li.l W U 62 64 62 91; 11 ate; 9P © aP o ( ati ~ 9P ~ i}~xY il ~ ~ ~ "=30' SCALE SCALE H. 1 -30 SCALE H. 1 SCALE H: 1"=30' SCALE H: 1"=30' s~e,~~ V: 1 "=2' V: 1 "=2' r gin. 78 76 1D' W uMlts lL ~ ~ Z of W z FlLL ~ z LL J ~ 10' 10' i JO O~ _ I- ~ z c . a } ~ Z m J J ~ W pZpI-JO=OJ W LL Z ~I I ~I ~ ZaNWLr.N3~li. 0 76 ~ 72 PF - (A n- ~ F- v oN ~ zaW~O UQO 76 a 74 PROP. FENCE/WALL o cNv ¢ Sao ~ ~a o~ > ~ ~ZOo.I-mWNI- 3' w w~ ~ ~ 3 u °w a w~ a ~ WadWZO00Z F 10 F.F.E=73.00 OF OF LL ~~U„~E"~~~F-. 1' =d ~m d w~ ~n ~ ~ d5W0 J~ J ow a~ w =d col a p O FllL FlL1 o ~HW; DHW 70.03 PROP.4' ax x~ X r~-w a~ w W N 1'NNZWa~ 74 70 - 5° 'CONC. f w w w w 70 ¢ x X J X - n V ~ WWWVO~I=-WO 74 72 PROP. BLDG. I 2q ~ I I w ~a»V~a~V PROP. FENCE/WALL ai MAINT. AREA ~ ~ PROP. PAVERS ~ ~ ~ ~ W D: ~ ~ Y V ~ F- Y PROP. PAVEMENT ~ I=- d to vWi W Z Q 3 W PAVEMENT E%. GROUND F.F.E.=72.50 4 EX. GROUND T F.F.E. 72,00 6 $ EX. GROUND ~ ~ m ' 70 72 68 72 EX. GROUND 4 PROP. 10° ADS PROP. STAIRS 1 I I I 1 _ LE. 69.34 ~ (TYPICAL) _ POND 'B' 4 I I ~ ~B~ PROP. 14"x23° E.R.C.P. ~ ~ o - TOB = 70.5 = 70.5 ~ ~ ~ PROP, 14"x23° E.R.C.P. • PROP. STEMWALL BTM = 64.5 = 64.5 I.E. ss.st ~ ~ (n (TYPICAL) DHW25 = 70.03 68 70 66 '25 = 70.03 66 a a Z EX. 12 RAW WATER UNE EX. 12° RAW WATER UNE 3 ~ 70 . I.E. 67.86 • I I I.E. 65.71 I I I.E. 65.6f a s O 2, I I APPROX. LOCATION OF I (I APPROX. LOCATION OF ~ ~ o (f • BOT.=64.5 PROP. 8° ADS EX. GROUND OT.=64.5 I.E. 64.Bt I.E. 65.tt ~ ~ a > UUU W LE. 68.34 6 Q 6 L~. 64 WwW 68 66 U aao 00 ww !A N 1 9P 9D 01 1 aP 0 9P o 0 . ~ SCALE H: 1"=30' SCALE H: 1"=30' SCALE H; 1"=30' SCALE H. 1 -30 SCALE H. 1 -30 V: 1"=2' V: 1"=2' V: 1"=2' a ,;Q A~A,~ C~ TOS 3 O L~ BRIG INL ~ ~ O ~ ;B. B. 10.0' WEIR TOP OF BANK TOP OF BANK r~ ! t ZONE 1 ZONE 2 ZONE 3 0 ~ ~ ~ 1 4 N.W.L. 1~~-'! OL STRUCTURE DATA CONTR V. WEIR LENGTH POND N0. TOP ELEV. WEIR ELE 70.50 69.00 10.00 E (-}1.5' PLANTING SCHEDULE Q ZONE COMMON NAME SCIENTIFlC NAME_ S~ CEN ER1 ~ 1~ i PICKERLWEED PONTEDERIA CORDATA B.R. 3.0' 4 PLAN VIEW 2 ARROWHEAD SAGITfARIA LANCIFOUA B.R. 3.0' DESIGNED B Y 3 FRAGRANT WATER NYMPHAEA ODORATA B.R. 5.0' E M K uLY DIRECTION OF FLOW 10.0' DRAWN BY: 4.0' MIN. EMBEDMENT WEIR TOP OF BANK RIP-RAP TOP ELEV. POND 'A' ALTERNATIVE LITTORAL ZONE PLANTINGS EMK WEIR ELEV. NTS CHECKED BY: 1~ ~1 b 4 4 EXISTING GRADE EMK ` POND SCALE: DATE: ~ 1 - 03/05 I 4 „q ~ ,~y~,~,~~, ~ CAD FILE: SECTION B-B SECTION A-A IBN VVU IYVIYIU LI\. tll of Y`I JU14 07 2005 30958.00\ Jalii;', 0O C.t~i'~119E"t~7 1tc SHEET SUMP CONTROL CffN STRUCTURE DETAIL AV& N.T.S. of~~ 0 Z W W _Z Z W J Q Z O N N W GENERAL NOTES CONTROL PANEL -SHALL CONFORM TO DEP 17-604.42(A) & CONTROL PANEL SHALL BE TSC MODEL-38D IN A NEMA 4X o FURNISH AND INSTALL EBARA SUBMERSIBLE PUMPS: FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF o FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), o ~ o (2) 3" FLANGED SWING CHECK VALVES ENVIRONMENTAL PROTECTION COMMISSION (EPC) AND LOCAL ~ cn MOUNTING POST AND SERVICE DISCONNECT ~ \ ~2~ 03" CAST IRON W/ OUTSIDE LEVER AND WEIGHT DESIGN CONDITION: CODE REQUIREMENTS GOVERNING PRIVATE LIFT STATIONS. z w W/ LIGHTNING ARRESTOR PER LOCAL CODE COUPLINGS MODEL 100 DL HP - zo (BY ELECTRICAL CONTRACTOR) ~j I I I \ MOUNT CONTROL PANEL ON FLOW 138 GPM _ TDH 9R ALL COMPONENTS, FLOAT SWITCHES AND CONTROL Q o HINGE SIDE OF ACCESS SYSTEM SHALL BE UL LISTED. THE CONTROL SYSTEM ~ 3 ~ ~ ~ COVER FOR OPERATOR SAFEfY VOLTAGE ~8_/230 OR 460 THREE PHASE SHALL BE INTRINSICALLY SAFE. ~ o 0 ~ ~ oU ~ =R A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS ~ T~ ° Q a DISCHARGE 3" 160mm IMPELLER 22 CENTER SEWAGE PUMP: BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS ~ m ~ LINE ENTRY INTO CONTROL PANEL. ° ~ a ~ ~ v, I CLASS F INSULATION. W o w \ I I 1. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F O ~ 2. RATED FOR TWENTY (20) ,STARTS PER HOUR. ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT ~ o o ~ w ~ WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES. a ~ ~ ~ > W 3. HAVE DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE ON SILICON C SILICON CARBIDE) E OIL FILLED THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT ~ o E = W ~ o0 " / LOCATED COMPLETELY OUT OF THE PUMPAGE, IN A SEPARATE OIL FILL CHAMBER. THE MECHANICAL SEALS ARE PROTECTED BY TWO (2) LIP S I,`- ~ OF FOURL(4) SEAL SURFACESAND THE SECOND ON THE MOTOR END ~ 078" ROUND 6000# LOAD 4. HIGH TEMPERATURE BALL BEARINGS RATED FOR A LIFE EXPECTANCY O RATED ALUMINUM TOP HOURS (UPPER BALL BEARING -SINGLE ROW TYPE AND THE LOWER PLAN (3) 3° W~NOPERATING SHUTOFF HAND WHEEL BRING - DOUBLE ROW TYPE. (2) LIP SEALS, ONE SETTLING OR TIPPING. ~ z ~ o_ ~o • N -0R END -TOTAL CONTROL PANEL LAYOUT o W ~o v ~ w~ :CTANCY OF 50,000 ~ z E LOWER BALL ~ z o LL.I W U 5. THE PUMP SHALL BE DESIGNED SO THAT THE PUMP SHAFT HORSEPO SHALL NOT EXCEED MOTOR RATED HORSEPOWER THROUGHOUT THE EN OPERATING RANGE OF THE PUMP PERFORMANCE CURVE. HORSEPOWER (BHP) SP JT THE ENTIRE DRB CCB MB1 MB2 MCB ECB 48" X 48" R 36" COMPOSITE VALVE BOX (H-20 RATED) 6. SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START-RU START-RUN AND ~''~~f' ALUMINUM TOP 48° X 48" DOUBLE DOOR LOCKABLE AATCH CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE V SS HINGES AND HARDIPARE 300 P.S.F. LOADING (190 TO 260). THREE PHASE MOTORS SHALL BE DUAL WOUND AND C OPERATING ON 208/230-VOLT WITH A 10% TOLERANCE VOLTAGE (190 _ERANCE VOLTAGE GR ND AND CAPABLE OF AL , ~ PAGE (190 TO 260) ~ ; ~ INSIDE THE PUMP. SF SF OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE T HOSE BIB W/ BACK FIBERGLASS WETWELL: O ~ INTERLOCK ~"~`"~~ny. FLOW PER LOCAL CODE SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL AND UPP (NOT SUPPLIED BY TSC) THE ENTIRE FIBERGLASS WETWELL SHALL HAVE A DYNAMIC LOAD RATIN AND UPPER FLANGE. ~JO OOWZ .OAD RATING OF U 16,000 FT/LBS: EACH UNIT MUST BE SERIAL NUMBERED TO IDENTIFY IDENTIFY THE. TEST -sAFEnr oooR z ~ Z z'" ' = o ALUMINUM W ~ U_ W _ Z li PROCEDURE USED BY THE MANUFACTURER. ASTM D 3753 SPECIFICATI '`.'y~ O BE REQUIRED AS MINIMUM. PECIFICATIONS SHALL AH ETM 1 ETM2 ° Q N ~ ° I- ALARM AND RUN LIGHTS INNER DOOR ~ z ~ n. w j ~ o w PRESS oN ~iiRSOS ~ zap°°W~a° ? ALUMINUM HATCH: TO (4) FLOAT LIGHTS o "z ° d ~ m w ~ FL DEP-LOCKABLE CONTROL SHALL BE TSC MODEL-54R (78") ROUND WITH 30" X 48" ACCESS O PANEL GENERATOR RECEPTACLE ACCESS OPENING, SILENCE ~ o~~Fa°a°Q OPEN SAFETY ARM AND ALARM HoA o ~ w o J J O ~ 78° ALUMINUM ROUND-30" X 48" LOCKABLE REINFORCED FOR LOAD RATING OF 300 LBS/FT WITH HOLD OPEN SAF 2;'~ (2) GAS-TIGHT SEAL OFFS HATCH SS HINGES AND HARDWARE 300 PSF LOADING LOCKING DEVICE FOR HASP TYPE PADLOCK. pPOWER P W Q~z~cAZWQm UGHT~ ~ WWWWZ~2ZZ ~ pl-gU0-o~0 o (1) F/G JUNCTION BOX (6) HOOK SS VALVE BOX: • 0000 DR(GFI) ~ Wd:~~Y~}~Y r 04" AND LID SHALL BE ~n°.u~iuWiw?a3w FIELD INSTALL VENT CABLE HOLDER (FOR 1-1~4° TO 2~~ DISCHARGE HEADER SYSTEM ATS LEAD/LAG DUCT SEAL (2) m1" SS GUIDE SHALL BE 26 X 36 X 18" WITH 17~ X 30' LID. THE BOX AND LID RAIL BRACKETS FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED). SELECTOR m LOCKING HASP BYPASS CONFORMS TO (FOR 3" OR 4" DISCHARGE HtADER SYSTEM) 64-604.4(2)(A)FA.C. SHALL BE 35' X 46° X 24'~ WITH 30" X 48 ALUMINUM COVER, REW EL. = 72.00 ~ LOAD RATING OF 150 LBS/fT WITH LOCKING DEVICE FOR HASP TYPE ?VER, REINFORCED FOR W 4SP TYPE PADLOCK. o ToP ACCESSORIES: f STAINLESS STEEL #304 -GUIDE RAILS, UPPER GUIDE RAIL BRACKE I N VALVES CABLE HOLDER, ANCHOR BOLTS . BRACKETS, 0 T~GHT HSOEALS01 R 1 ~4GAS APPLETON TO PREVENT z OUT PORTS SEWER GAS ENTRY O SHALL BE BRASS SEWAGE SWING CHECK VALVES WITH CLEAN-OUT POR C3) m2" AND BRASS GATE VALVES. TO PANEL Z ~ 0 CONDUITS EL.=69.00 ' PIPING: 3" SCHEDULE 80 PVC. OFF IFAD lAG HH~1 ~ (2) 6" X 6" X 9' FLOAT SWITCHES: UL LISTED S,i ELECTRO MODEL (SJ 30 SWENO). IENO). NEMA 4X ~2 ~ ~ W ' CONCRETE POSTS -~~m~ PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL AS FACTORY INSTALLED m2" PVC CONTROL PANEL, JUNCTION BOX, FLOAT SWITCHES, ALUMINUM HATCH( a~8" SCH 80 PVC COUPLING FOR P-TRAP ACCESSORIES TO INSURE PROPER OPERATION AND WARRANTY. E RAIL ASSEMBLIES, 12 X 12 X 5 Fianr,o~aiwas~P o~ M HATCH S AND FIBERGLASS O JUNCTION BOX Y• W/ALUMINUM SUB A s a , i s MP BASES, PANEL AND (3) ®G~m Fie ®G~n+euw. PROBE WLEf PIPE FIELD LINK-SEAL~(TH~.S-3005) (NP) THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES, TERMINAL STRIPS pU~IP1IERMINAI PUMP21fltlAIWIL o LOCATED RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY FOR PUMP DISCHARGE PIPES INSTALLATION. SHOWN OPEN Z 2" X 2" RUBBER CoUPUNG OiSCHARGE s3" TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATI FOR CLARITY e SCH 80 PVC PIPE EL. 66•x$ (2) SS LIFE CHAINS 3"x4" REDUCER 1. HOSE BIBB WITH REDUCED BACK FLOW PREVENTER FLOAT CONTROL CABLES PUMP POWER CABLES ~ WLEf (2) 03 SCH 80 PVC DISCHARGE PIPES 2. 1 TO 1 FILLET FIELD INSTALLED (2) 2" CONDUITS REQUIRED BY NEC a SECURITY: (1) FLOAT CONTROL CABLES ~ ~ ~ EL=62.25 PADLOCKS WILL BE PLACED ON THE WELL HATCH DOOR, CONTROL P EL. 62.00 4 AND VALVE VAULT COVER ;ONTROL PANEL LEGEND (1) PUMP POWER CABLES ~ ~ HIGH LEVEL ALARM YET WELL - H-20 TRAFFIC RATED 3 FIBERGLASS REINFORQED POLYESTER AH ALARM HORN ~ ~ I " I AL ALARM LIGHT EL. 61.50 MONOLITHIC DRSTGN ASTM D3753 'S~ ASB ALARM SILENCE BUTTON ~ ~ LnG PUMP oN (2) EBARA PUMPS THE STOCKING DISTRIBUTOR FOR EBARA SUBMERSIBLE PUMPS: 33614 (813)876-9256 ATS ALTERNATOR TEST SWITCH EL. 61.00 2 EBARA LM80 QDC GUIDE RAIL SYSTEM-FOR TECHNICAL SALES CORPORATION, 4621 N. HALE AVE TAMPA, FL 33614 ( LEAD PUMP ON PUMP REMOVAL WITHOUT ENTERING WEfWELL CCB .CONTROL CIRCUIT BREAKER ~ DR DUPLEX RECEPTACLE ~ ~ ~ r~ ~ DRB DUPLEX RECEPTACLE BREAKER ~ ~ ~ g~, 59.00 1 (OSHA & 10 STATES STANDARDS EQUIPMENT) TECHNICAL SALES CORPORATION (2) 8o x 8o FlaNGE ELBOWS 4621 N. HALE AVENUE ECB EMERGENCY CIRCUIT BREAKER PUMP OFF IMBEDDED FlBERGLASS REINFORCING 'C' CHANNEL ETM ELAPSED TIME METER. ~;.~..~4,,, , _ F FUSE 5 ~ ~ P~ IS INTEGRAL TO BOITOM TAMPA, FL 33614 FL FLASHER IM~ ~ ' ~ 7z" I.D. 813 876-9256 FAX 813 874-1194 4" X 4" FILLET (FACTORY INSTALLED FIBERGLASS) FS FLOAT SWITCH (REGULATOR) CONCRETE BALLAST (7 CU. YDS.) EBARA 100 D4 DLF 2, 3, 5 HP Synchronous Speed: 1800 RPM RPM ~ GR GENERATOR RECEPTACLE ~ ~ n7 7~~~ (BY-CONTRACTOR FIELD INSTALLED) Single up to 5 hp and Three Phase 3 or 4 Inch Discharge D scharge GRD GROUN Design flow: 138 GPM ~ 28 TDH/FT HOA HAND-OFF-AUTOMATIC SELECTOR EL = 0 ~ LA LIGHTNING ARRESTOR r::~,•~r ~s~~,E-~1~:~=°~~+~~~~I~ ~ MB MOTOR BREAKER w_ BOTTOM . 72" ~i ~ ...fir 3" SOLIDS LIDS MSB MOTOR I STARTER EAKER PANEL WIRING DIAGRAM DESIGNED BY: EMK 24° `w N NEUTRAL OL'S OVERLOAD HEATERS ALL PANELS SHALL CONFORM TO FLORIDA DEP 17-604.400 DRAWN BY: FPM PHASE MONITOR EMK SECTION ~ 3~ '~m3Np D PTS PUMP TERMINAL STRIP Q GENERATOR RECEPTACLE FOR EMERGENCY R RELAY POWER CONNECTION WITH INTERLOCK CHECKED BY: 72" DUPLEX STATION - 3" PIPING ~ ~ RC RUN CAPACITOR EMK WITH SLIDE RAIL SYSTEM, V.B. AND F.D.E.P. PANEL ~ 20 RD DISCHARGE. RESISTOR ~ SURGE PROTECTION AND LIGHTNING SCALE: DATE: TSC PRE-FAB PUMP SOLUTIONS RL PUMP RUN INDICATORS PROTECTION ON ALL INCOMING LEGS - 03/05 ,o RTS REGULATOR TERMINAL STRIP SC START CAPACITOR © PHASE PROTECTION SHALL BE PROVIDED CAD FILE: SF SEAL FAIL c-is.DWG SR START RELAY SEAL FAIL DETECTING inR nn innR~R• 0 OSP SURGE PROTECTOR 0 50 100 150 200 250 300 350 400 450 500 550 600 650 soo 650 TfS THERMAL TERMINAL STRIP 30958.00\ Capacity US GPM PANEL MANUFACTURER SHALL BE A UL LISTED SHOP. SHEET PUMP PERFORMANCE CURVE J RVE C=16otl8 Z GRAPHIC SCALE Li! 'a 0 20 40 BO Z ~ 160 W 3~JE O W - - _ _ APPROXIMATE LOCATION OF 6" WATER J TEMPORARY x•95 - - - - - - LINE PER CITY OF CLEARWATER WATER (IN FEET) o - 68.83 - - _ CI~dQR se:e~ se Fx ATLAS 280B. NOT FIELD VERIFIED. ravel sa.ee g ~ - 9 mulch Ich 1 inch = 40 ft ~ NAIL IN POLE ~ - - - - - - _ - - fi 4 drive drive 66.80 60.6 ~ EL = 69.19 °j IE = 65.80 70.49 70. , • ' ~ • 69.3 - - re W ~ i0 69.03 10.09 a ~ 'k at:`~~'• 6923' 68.95 6926 69.42 69.46 6?d84.,•; ° 69.83' ~ ~Y 68.95 6926 _ _ ~ ~ ~ ~ 69.OB ~ • 69,33 + 6917 • 69.34 69.89 r i. „a ; 69.70 9.76 , ~ r.• 5&'.:., 69. 69.38 69.62 69.53 69.59 ~&D 69.42 69,53 69.56 69.56 59.fi8 +69.80 a. •~p:'p' sa, ~~s,.~~• 69.84 69.91 68.94 6924 69.46 69.17 69.61 69.66 T ~ 69.44 69.56 O Q O 0 A 691Q4. 69.32 70 7 6. 69JI5 69.70 69.49 69. 69,83 ~ ~OF 4~GAMS LINE PER 69'74 69.72 69.83 R 1 69JW ~6g,g6 - - -°~-r--• ~ 69.31 ~ 1.49 69. 69,83 69.99 69.05 O 69.89 69.75 69.59 69~r2 69.31 +69.40 69.32 lt. 6957 69.69 CL JiRN9iTER G S ATLAS 69.40 69.46 69.57 69.5 LB 6113 69.68 69.94 _ 70. 0 69.90 - 7029 8 7022 APPR 7022 APPR E ATION 7Dll 69.51 0 4~ GAS L 70.30 ~ -~s___,_~ ____r,-=~ = I- = FN&D 9.68 69.76 69.71 O -89.57-- 69.60 ~ ^ V 69.71 O 69.82 M 69.78_ ~ 69.63 89,73 698 70J6 ~0 0 CLEARWATEI 69 .P 6 69.33 69.46 - 67.03 , :Kn e. 6 U IE - 66.18 68,8 69• 69. CLEARWATER GAS L 69.98 T" 6985 6815 _ ~ ~ ci 69. 89.76 69.81 to of bank 89.62 ~ c 69.9D d'69.69 +692 468.4 + 68 68,5 `fop of 0 0 IE=1;•6.43 + 69• e g - LB 611 6.3 68.4 68.4 8. 60. ,7 5 5" 7 ~ 69J 68.9 89.0 5ea 6$ gft I-- 68 - - p + 61,3- - _ •2 .6.L. - 6~Cell 8rf1f12 0 _ I,--. 6i.3 7-- Z W - 69.90 69.63 : 68. y:c : + ® I - - - - - - 68 .}68.4 69.0 68 ' D 69.3^0 - z a _ 68- - - - r--. '82 69.09 z 'o ` - R + 9.3 9.0 68.3 B' .B ~5 6' 68.3 I 68.1+ + ® •,1,686 610° 0.0 ~5, pp , 10' 9 q' 13' ,Q 4'69,1 T 689 94 5 , B' 4' 89 5° i~ 10 4' , IE=66.87 ~ ® ID'13' of ban 0 49 69.34 91~, 1216 5s' II' ~ 69J 8'9'U' 4' ® 4'4' ®5' 9 l2' I - ~ U~. Q ~ Q i ~5' s' Ss 4' OD ~~1M1~i BARB r F ~E 55 g" + +8923 ` ~,H _ ~ 3 ~ ~ FlR 1 2 8, .:;,b'il 1615' 13' /~13 9.0 ®12' ~ 5' . bWP 4 7' IS' 11 f,~ 16, I6' v8' 69 14' ~ I2'IP 811' 15 q° , l2' 6' 8~ 9J 4'4 16 ~6,® 4, IE=66. IB _O- O (2 7, 6, 4, IP 4 top of bank se B ~=ss.BO ~ s LB 621 q . ~s..=: ~ 1213` ® • ° 9'® ® ~1 7 6° ® ®4` ~4, ~ 8'B' ® ®®~7' 4' 10'14' 6924 O Q O / II, ® OnCrete 5'~ 5" 4' , OnCrete . ~ 8' S' , 14' T W011 ~ , 4 8, 4 r 4'~ ® 48, 14 O 22' ® ®5, g "tl/ 6W011 ~ t, , , p 8 10` ~ 6'6'8 6,6,6, ®5, s' FIR 1/2" 15' J = rr) O Q Q 5' ®6' 0' ~ Q6' ~ ~4, 5, 4 7r5 5 4 T e T ® ~ ~ 5'13' ~ +87.0 ® 5' g ® 14' 4'fi' , 12'12" p ® ~6' S' S' Is' 4' LB 6113 6, 9' APPROXIMATE LOCATIf , ~ ~ ~ J -1 ® 10• ® 10• 20' ® 12, 7. 04 ~ 8'9'1 ' ~g' 69,3 b" 1D' ®6' ~ + 69.2 69.72 7, ~ 12' 4'13, ° 6" ® 12' WATER LINE PER CITY ~ ~ W ~ ° 4,4• 8' q' O O I Y 4 6, 5'6'7 7' ® 4 14" WATER ATLAS 280B. v - ~ c 8'22' 69.0+ U, ® 5• 8, 5 ~ 12'14°~ 16 ~ ° 4' ® ® 5' 69.5 ~ , (n ~ 'O (n ~ ~ O I9 5' ® 5' S 6tl,~ g' +'~4.4 Ig ~1 $TGRY W6GD T° 69.6 + +70.6 +6 69,4 10' 8' 5 69J+ ~ \ +fi95 9'0 69.7 / ~F693 9.4 715'13" + +68.5 ® +69,4 10' S' S' 6'~ ID 6 '10 I ' ME ~ + ~10, +69.4 4'+692 6'ID'89.5 + ®5`®~4' ® ~10'U ~4, D)~i ~ W Q U o , 6 6' q'6'8' 5 , 1 ~ \ 89.7 / i , 13 ~6®SCREENE~ 4' lo' ~,6 / ® 5' 1T 28' ` ~ 13 ®@ 5, 4 6, 4 +69.3 69.4 4' ~7'8' 8'4• 5° 6922+69.34 z a O ~ Y Y ®g" 7 ® ~ 69.4 ~ ®8, ® 6, Q 0 LL ~ ~ > W 6 Ir 6'U+ g 46 SCREENE Q 116' / 3 556 7, PORCH D, ~ 4, / PORCH ~ e' 12' fi 7 @ ®5' w COLLAPSED ( o d` , I g•g• / 18 24 52 ~ GARAGE 13' ~ G 5 4'B' 6'ID' ®5, ®4' ®s° 6, 4,5,6, 9' J o a = W ~ p +67J PJ°. ®5' ~ 5' p ~ 24 ~ 70,6 QQ r5 B o ® ~ ~I ~ 15' D' ° ~ 22' TAG 457 ~J~ ~ 16' IB a' 5' ® ~ W \ 6 i# ~7 Q~ 24' 5' 9.2 ~ 69.7 ~ / \ IO' 34' 12'12'10 ® \ / , ® 38' , e 8, 8, ~ ~ 69.3+ ®5, ' © ®7" ® l4' , \ 7 9' Q W ~ O 6 ® ®1 ~ ® O W ~,4 8' + 69,8 103 OI ' ® IB +69.9 +69.7 \ „ ~ / 9,+69.5 +69,5 +69.5 +69.6 +69.8 +69.6 +69.5 ~8,8, 4,T,+69.5 69,6+ 4'q, 9' g' ~7, I6' 69.45 ~ ® O, , , V1 ,~~9', 5' 1 20'9' 12' , ® g O ®7 ~6 9 9 B ® ~ ~ @ 4 ~Q 4' ~ \ 5' 6 ® ®4, +69.5 ~ 6' ~5'6' 69.5 8, 70.0 + +69.63 W ~ loss d1 CONCREfE p ~ / 5' METAL SHED 7° 1 ~ 4' / N \ T'IO' STEPS 44 ® \ 2 / ~ 1 . q 9 f0 I a ®5, ®4~ ®IO' ~6'® ,41,4,5,®6 ®6, 69.5 ® ®p4' ~6, Y ~ . T • 4' 70.5 ~ METAL SHEDS D 5' S (7 . ~ l ~ - r 9' \ / / ~ ~5, 4' 8' / \ - ~ ®6' ®u` s" ®B~ ~0 a' ~7 ®5~ ®5' 6, W z o 6 raG ~4 ~ AG ~ 1 ~ 685 4 ~ . 5'~ g' ~8,8, ~ 1 , / \ \ 1D'® ~8, ®5, ~ 7 W U 7' , + 8' 2' 14' 7 ~ ®9' / 4'4 I ~ 4'7. 12' g"B" 8 T 9'7 ,9 iD, / - \ ~2 , ' g' 23• g• ~7 g 4, ®1214' ( ~ II' I 7 20' 70.3 9"+ 69.5 ~76E~.8 + 69,7 \ 5' S ~ ® 0" ® ® +69.8 0.7 7' 8' ~ ~ pq 6+ +69.7 +59.7 +69.9 +89,7 +70.3 II' I ® ~ 1p 4 ID' ~ : ® ,Sia. a° s' 1~AG X45 \ ® ~ 1 T G~;~467 7 IQ®, s 67+®3 7 5'S' +69.7 ~ 6' S6` 5~ 7~ 7DA +69T + OJ ®u` Ilq ®5. ®9.3 ~T®r 10 2 69.B +70.07 ~a a `~14" M L S ED ®12'12' 6' e' \ rn ® ,i " ~ ° , ~ ~ 2 M L & / ~ 2 s' S'7' 11`®e I ~14' ® 69.6 0 ~ ~ ; ,r' ~5' ~ o 5' 20' ~ ® 4' \ ® 12' 21 OOD HED / ® ~yg ~ ® ~j I61D le' g' r II'14' 9' ~ 14 / v B' , 9' ' v ®6` ~8, 5 10'10'12®,6, ~7, IS®8, 9'0' ®5' U 6.8,1, 5, Q B' ( ~ 0~°' ~ WOAb SHED ~ 5 e s X5,4, ~ ~ TAG X461 ~ ~ ®26' / 2B ~'s'r° IO` 'll ~ \ 3, ~ Ig'g12' I G ®4, ~ ' ' VV i 5 0 ®5 ®9` 8, ` 5,`~`i~ +68,0 6' 9'9'9' 5° /®4,4° 69.7 \ \ 20,14'11 / ~ ~ ~ ii ® I Nb 56 1 7o.D / re s9s \ Is /1~ 24 e ®20' ~ III' 10' ~ a. 6' / • + 69. \ + 8, +69,7 ~ +69.7 +69.8 +fi9.7 +70.0 + • 4. MEfA SHED ~a. \ \ To.l ~ METAL SHED/ 71.3 691 70. 9' S, ® ° 70.06 +69.T +69d ~ ~ 7, +69.8 4`9, ®5' ~6' ®g' S ~ IsDJ6+7023 24 D u' ~ 7' TAG #46 12' / ®~a 70 IB ® 24' ~ ® ~ ~ / a ~ 9'I ' ~ I ( 1 6° IB' 12' 5' 5'4' ®5'9Y4' 8' ® II 50.0 ~ 6' 69.9 77' J Q Q ~ Z I ~W- 7'5' , , j n ^ ~ 15 ®0 1D, 7' ®69.6 4, 16 34 ~ ~ ~ a' ~ ~ ®69.6 4° 5'6' 13'® ®10'®8' ®20' ® 8.9, 995 z p Z p I- J D = Q J 45, 8• ~9'5' 5' ,11, ~ ZafAWItN3Ql.~ 4' ' 70.7 ®8, 30'24' \ 24 ~6 6 5' ®4' ID, 4 5 70.3 24' ~ / lg' ® U I 71.4 / g' 12' 012'1219' \ TAG X460 / ®70. ® \ / ~ , 70 70.2 ~ TAG X462 s 5, 7' e' V Za~~QWUQQ + 68,5 ®5' \ / ~ r \ \ ~ / / 7 5' I , ~0, \ \ / + 69.8 0 \ ~ / ®8, 1' 70.7 ~8' 4'4' T 6' 4' 0.0 ®2 + 69.7 ~ s' + 69.7 702 7011 ~ ~ Z Q n- F- m W N 1- 9.7 7DJ4 0 WQaWZQQQZ ~ T4, 7,9, 5 5, 5' ® 9 8"fi' 8, 5' 70, ~7, 6' S' + 8' , IO 8"q" ®6~B° +70.46 0 W = Q 1- ~ = Q 5' @' 70 8' ® ~ ~ _ , / 5, ~5'((~~7.,,'4, 4 5 s a,4, 7 s 70 12" 4' ® ® 12'131 0 "C41 22' ~ ~0 X13, ®476` I " ®69.7 ~g, lD` ~ W O F- J ~ n' F J X17, ®7. 7o.D n' W ~=~NNZWa~ 18, 05 T, ~ - 5' S, ~1 \ 7 9' 4, ~20' ~ ~22' 8 T \ 4' S, ® ®12' \ 5' 9' ^ 12' 8, 4'10'18' ® 10' 6'5° 6' ® 9, \ 8' 7 ®4 7 4 4 69.9 ,o cn a°zwz~,2Zz ~ oIW-~~o-I-wo p'4' ®"5"T" p ®5 7' T W Q O J U~ Q F- V 4' ® ® ®I ~ 8'9,r / ® ® 07, 412 \ 08,U,4, p' 7.4 (312'9 T5' ~ \ ~ 6' 70J 55'7 fdY 5 ® ~J ® \ 12' 7, 5, 70.0 ®9, 1p B'4' 705 5' T, 3n 1 70.35, 12' B' ID'5"4 ' , , , , 6 1212' ®7' ~7,® ®®6 12' ~ 2o~w~~z~~ I6' 4' ~ + 39.6 ®s1D II' 3 10' ®j~70J p ~ I6 6' 8, 8 ID 12 21 70,5 ~ +70.3 ° ® IS' ® x'70.5 I ® 69 + 1 .I ® \ o o ~4, ~5' ~ 7026 I- d N N W- Q 3 W \ +70.5 +70.0 70 , 69,8 ®5 ®5 ~5, '16 702D+70.42 ® 6' S'9's' 's' 4° 4', TAG 464 ®6 S' \ 4' ® ~ ® 5 5 ~ ~ 4' T o 5' 0 ~ 5'B ® . \ ®II' ~~8,8, ®995 5,81 5' ®5 ~ 5 00 m ® ® 10' 70 ® ~ Ir / ~ 5 1 ®6 6'T \ ~ 4 0 ® 5'4° 1 5' 69.9 "8+ I9'fi' ® 15 ' ~5,5, T' 6'\ / 9' ®®10' 7' 15' ' 13'5' ~ 4 LW- 20' 4' 7 5'5' 6' 6"ID'13' ® \ O / ~ ®5 ~ 9' 70.5 9' ~1 _ ~ ® ~9 \ _ 5° 5' 7 6' ® ® o 6' ~5, 8' 10 ~O 12' S' 70.8 7' S'4' ® ~ 9'7' 6' ( r ® ®69S 5'6' 69.6 . , , 1' T' ®,I S 4,' 9' I 69.5® ®7` ® t7n ®6' ' ~I6' 3' _ 70.24 69.5 / 71,\ 7024 . , _ 5' 69.7 4105 ® 5, ® 8, i0.4® U, ~99~ 4.0s. 5, ~ 70.0 ~ 6' , ® + 70J 7D.4~8, ~ T 86 #~66 12'16°®®5 ~B ®5 55, 4- 8,4, ® \ 4' ® IP 1,12, 70.2 , 0,7, ®g,8. ° + +70.39 . , , ® 5' / 14 fi 5' ~ 18'6' T y' ® q' 2g 4815 7 12, ® / ~1 ®®6' ® 5.11. 5, ~6 , ~®9,4,~ 70.5 ~16 ~ O ® 9' 24° ~ 7'fi 9" b' q ~ ~ 5, ~ 6,8,9 g' ® ®5 9' 9' 70 70,5 ~ ®7® 5 ® ® 1s' > >o ~~~0 19' \ ` ~ / 70,3 27' O 1~ / ® 4, ® ~7, 0 8, ® TAG #465 ~ 5, ( ® 6, 10 9 ®IB' d 69.6 ®B' , ® , , + ~ ~s ®6' ID, ®ID 9' x'7'892 ~ LLl ® 7' / 69.9 6'6' ®4' 702 70,6 o \ \ , ' / ® 70.0 70,5 ®g' s9.e ~ ~12' + T, ~ ( +70.4 I ®21, ®16,4, 6 .3 ® ® + 70.2 ®g + 70J + 7D3 + 70.5 + 70.4 ~,,~2' 7t 70,5 5' ~3, S' 15'9' ~ 2, It 70.5 10.2 ~ 8, 9° 7' ~ 9: + 7023+70.33 ® ® 8' ®6' 8, 5'U 014 l0, 7 1 Ip'9' IID' 7 p10'8' ®70.4 ®8, 8,8,16, 8' 702 6,11, 019 70.5 5' 5" 9`4' ~ B' ® 14' ~6~ ~4° ~ ®H°il' ® ® a. 9 9' 7' S' 15' 6, 0, 6 ~8, X8,0' T'4 86® ® ! g'S'g'g" 6' ~ 24' ® ~ 5° ~ g' l0, ® 5' 6 7 815' ® 10' ®7' 4. ® 5 ® 13" 6' ®5' ®8' I g' 6'II' ~6' S, 5, ® ®T 10' ~1 ,,,I3, 0 0 g' d" 70.8 , , 5, ®s' ® 7, 0, 4, 70.4 ® 8' g' ~1 ~ Ig° ~ 6~ g' 6' rl9 ® 70.6 ® ~ ~ 7,r 6" ®70.5 ®8, 28 . ®5' ® 6, ~ ~ 8' ~ 8, 8' ®6' ®8,7,8, ~ g" ~5. ~ p ~8, I ® 8' 8'6' 8 R' Q) ~ 7 T, 70.3 8 4' ® g 5 r 7p.7® s' ® 6, s' ~s' ®7o.s~ ssz ® 17' 7' 70.2 ®9,s, 5' I , B 70.7 ~~0~'.95`6`6' ~4' ~ Z +7~ 5' ® ® a To.3 7 9' + +7o.s + to3 ~ s' 6, + ® + D ®9'a's' 61 ~TO.7 9 ® 71,6 ~ 7L0 ~ ~ ` ~ 5' 70.T 8' B' ®6, ~4, 1 lO.If~+70.49 ~ ,A' ® T 9' 9 ~4 8' ~ ~~1 B' 4' ® ~ 70.5 0 6 + 7 .5 + 7, w II'10' ~ 5'® i' ~ 5, T4 ~ ~ 6 5' ° ~ . , ®14° 5' ~ 4 0 5 4'6' S' 6 9 70:6, TLO 8'10' 18' 8' S' ~J~J ®4' 9,T. 9' ®@' ® g' 8'10` ~ 4' fi' ~ ~ 5'6' 9' iP 6' Cl' 5' 6' 7" 4' ~ $ 6 s' ®8, 12',,,,((~~,,D° 4, ®4 T ® ~5, • ®4 ®8, 6'®® ® ~ ~ 5 II' ~ ® n' \ ~ 7°7'1095'4' ®7~ ~7f 11 I6 ~2, 8, ®14' ~ ~ 4,,~T'16' 22' 4° 6' 4, ` V l`siJ~" T 0 ® ® T , 8 ~ 7 8 ~~1`"' 76.5 78,5 r 9~ , 6' ® 9' 10' 0U' 8, ® ®II ~ 4° ®g' ® g° ® ~ T ® 6 s' ~y, ® s' ~ 4, s' ® 4, , ~ '~e1 ®611" 4, ® 70.2 5' ~7f0.4 8, 4' ~ 10' 04, 0 4' ® fi' ®9, ~5, ~U, ® 9' ®1D ® ® 24' . 9~ 1U' !0' ,®7 4' ® l0' 4 ®4' ~ 6" 6' ~ r'la' mss' ~B, B' 4' ~4, ~ ~5, ®4 > N 6' 70.4 5' ~ 12 0 ® 6 ® 9 ®70.4 6 5 5' 70.5 5, , ® ® 4'15'20' g ®7 ® 6' 7' 10'8' ® ~ ~ 69.9 8' 13' ®70.4 6 4 ® \ ~ B' 70.4 ®1 ®4` g~' 6' ~p~~p \ 10~ '8` 6° ~ 0 +76.7 ®7'7' ~ ® 6 70J ~ 70.8 + + + 70.3 ® 70.0 7' S' 6 9 + 5" ® 6' + 69.9 + 69. 7' 7' ~ 6' 7' 12' S, ~ 5" 24' } 70.7 ®5'6' ~ ® 10" + 70.2 g' ® , , , 5, ® ® ~ ~ ® ~ 9' a' 5 5' S' ~ 9' ~,6 4' 4 + 70.2 " ®2 ®6' °'70.B ~ ® ®7~,6 ~ ~ \ 5' 16"® ®70,7 ®12 6 ®5' 8,~ 70.0 704 + 70.7 vv 90, ®665 ® IB' i3 ® , 4' ~ ® 7 ~ 12' , ~T 5, 0 ~ 15 14, 4 4' ~ q 5' ® 6, a 6 \ Ip" 7 ~ , 70.3 D° 1® 4' ® ®r T, ®5'J5' S, ® 5 ® 8" ® ®®4~ 4' ~5' ~ Ig° fi' S' ® 4' 6' T s' 14, ~ 9, ~ 6' 10' ® 7' ~ ® 9' 9' S' 9 ~ 8' 02 4, ®8, ®8'4' ~ ' ~5, 10'5' 6' ®~I' ®8' 7' 6, 7~6, y, ~7,3, ~ ~ ~14' ~ ~y ®6, ~24' 4 ~ ~o~® ®7. 6, ® 914' ~ ~ , ° ® 9' ~ ~ 5° 4 5 ® ® 7`3' ® 78 ~ ® , 4' 4 1D, 8, ® ®10' S° 69 B3 a T 4 4' ® rJ'12' ®6, ~ C~~ 5,~ ®~61 ®s' 7~ caP. 4 ~ r ®6~ ® 6'3' 4' 5 ~ 6' 6 7 70.7 5 ] ~ 7' 8' ® 5' b' 6 ® ® ~ 5 q' ~ 4` 4' ~8, 0' ~Ip' ~2' 6'5' 70.4 1 ® ~ 8' r ~ 4' 0.0 20" ' 5 • ~ \ 5 4 8' 4' U" a 7L6 702 4' ®69.8 ® ® 5'T s' 5' 19' S -gym , 7' 9' , ® \ \ 5' g' ® ~ B 6, II' 6 ~ ~1 ~ ®r ~II f I' g+4' ~ ® r . ~ 12 7, ~ ® 70.010' ® ® 4' 6' +'T~3 ® ~ T ~ 16 14' ® 2 ~ ° 69.7+ 12' 4" ®6' 4° 887 4, + 60.3 4" , ® 7 7 14' 69.9 ® ® ® ~ ® JDIB + 9 + 9 ®D.4 q" ® ®~0.7 ®6, ~ ~6• ~7D.7 70.65 5' 4' 5 4 s" ~ ® 8' 12' ® 6 , ® 9.0 ~ 4"' ryrn~ 4' ~ r ® ~ ~ 5, 8, 9'® 5• ® 0 ~ ~ 8 6 ® 7' 4 + 68. 68.4 W 8' r ~ 8'4' r g' ® g' 4 ~ ® 6, 6' 4, + 69.4 5 4, T ®9° ®16'11, ®6 ® 6' ®g~ 8' 70.7 ®8, 1175. \ s 0 ® ® ~ ~ ~ 12, ~ 6 ~ ®4" , ® ® ~~67,8 ~ ~ 5' , w' " JD2o JDIS A8 69.1 ®5' 69.9 ~8, ® ~7, ® B' ®8, 5' 7 6 6 8' ® P. 5• 7 , 4' 7. ® 12' 14' ® 4' ~ 67.8 L19 Q 70J 7` 1 ~ ® 6' ' g" ~ ®a® ~ q' ®4' S, ® ~ ~ JDI7 2 , JDI7 2S, ~ ~ ®1 ®y ® 6. ~51 ®4'5'1' r r ®7' ® 5, , 4' 4'®0" ~ , g' ~ ~ • 6' ~,2 gg2 67.9 Jr 0 4® 5' . 8, ®4 ®5, ~ 17 ~ " + 6B.fi T D21 UAlgna ~ ~.3 ~ \ s 4' ®~5 ® ~ e 6" ® 7° 9' 4 ~ 4'10' ® 1 6' 67.9 68.3 ~ 10.3 Q ®6' 69.2 4, 4' 0'8'5, 5' S'S` 5, ® 69~ 8• ~1 ~ 4' ± 68.2---M~ 12 68.3 ~ eU{peg 4' to'9' 9' !1~- +O 5' 9 ~ ~ 4, ~ ® ® 5' 6'Q, ® 5' 6B. 5' fqe~ ~ L22 JD22 ® T4' S' ®~B. ~ ®5' 8, g' s,~ ~ 8U 67.8 D E M 0 ~ 1 ®7o.e ® ~ \~5 C16 • ~ , JDIS 5' ®1 ~13' 6 8 ~g' ® 6s.o sag g'7` e•g 5, land ss.D 4' S,B, ® 1 2n ® ~ __9_ , Up . ~2~ L E G E N D 692 111 ` .76 D ®4' /4° / 25 2r~ 4~ 8" ®5, ~ B' Q• JU24 4, ~ 6'44 r 0 ~2 -sscm- SILT FENCE se.o +~g9.6 ®7D.a ~ l~ o ~ 6,~5"5" ~7' 4' 7`7,6. 6 r5,5, 5• 5• / 68.3 n ~ 5, 8'6' ~ 5' ~ls - ~,,J~DI5 ®6" ~II'7• ~ ®5'4'4"4' © ~ JD29 ~ 7'5'5' S, 5, ._.__~.x/ + + 15° 693 8, ~ ~4 67.9 ® JD26 L25 JD25 L26 ; • 2g 9'6'5'4 2 67.7 67.5 4" ~ Jp28 L27 J027 S•WF.Wr \69. 6'T ®6' ~T 1B, c~ DESIGNED BY: S.W.F.W.M.D. JURISDICTIONAL Jola ~ \ ~ ~ ® , ~ ~ ~ 69.1 ~ JD30 se.4 WETLAND WE1 WETLAND LINE \ 5, 6~~12' , 6. ®20' 5, ®B" ,4 EMK ~ s7.R DEMOLITION NOTES: 68.3 15' B fi S ® 4~ v JDI~ ~c9J ~D, ®o.e~ s' B; 7°' DRAWN BY: ~ ®IB' m' ® 1. ALL DEMOLITION SHALL MEET CITY OF CLEARWATER STANDARDS AND SPECIFlCATIONS AT A MINIMUM. 7. REFER TO LANDSCAPE PLAN FOR TREES TO REMAIN AND ROOT PRUNING. I 8,5• ~g I X16, 16 ~ EMK 68.1 `~i ` 1 4 JD31 2. ALL STRUCTURES WITHIN LIMITS OF BOUNDARY SHALL BE REMOVED. 9' a' ~ 679 8. MAINTENANCE OF TRAFFIC SHALL BE PER F.D.O.T. INDEX N0. 625. ~B' f 6, ~ CHECKED BY. +s9,s 7 ~ 3. ALL \ ' ~B, ~ N EMK CONCRETE, ASPHALT PAVEMENT, SIDEWALKS, CURB AND GUTTER PLANTERS SHALL BE REMOVED . 9. CONTRACTOR WILL RESTORE ALL ROAD SIGNAGE DISTURBED BY DEMOLI110N. Flo' ^o 5 ~ 5' SCALE: DATE: Is's' g' 4' ~ 10. CONTRACTOR WILL REMOVE ANY REDUNDANT DRIVEWAY APPROACHES SURROUNDING THE SITE ~i.o 5, Q ~ 4. ALL TREES TO REMAIN SHALL BE BARRICADED PRIOR TO DEMOLITION. ~'a ~5' ~ ~ .9 1 g, 7~ I"=401 03/05 . 5' REFER TO TREE REMOVAL/PRESERVATION PLAN. THE ROADWAY SHALL BE APPROPRIATELY GRADED AND STABILIZED WITH SOD NOT SEED. ~ J032 0" 68.2 ~ ~ o N 0 T E: ®6g CAD FILE: 15' 5. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE GOVERNMENTAL AGENCY FOR 11. ALL EXILING U11LIlIES TO BUILDINGS, INCLUDING BUT NOT LIMITED TO WATER, SEWER. FIRE LINE, POWER ® THE REMOVAL OF SEPTIC SYSTEMS AND WELLS. AND COMMUNICATIONS SHALL BE DISCONNECTED AND REMOVED. PER REI~UIRFMFNTS OF POWER DURING CONSTRUCTION OF ALL ROADWAY IMPROVEMENTS 2 ®131 ~2B' ~ q^;xe:,~~~~:,;»...,..,~ ,~.~~~.~.;,~-,.r: , 7' c.9„5_ rnr,IreArrno cunl I wolc?~r~lr L:onelnnl rnnlT~n1 I \ I ~ sr~ @`~ q~ ~S I' C-17.DWG +69.9 6. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR THE LOCATION OF THAT AGENCY HAVING JURISDICTION. J UTILITY AND ITS REMOVAL OR RELOCATION. METHODS TO PREVENT DEBRIS FROM ENTERING ROADWAYS 6' I JOB NUMBER: 7- 76 U) AND EXISTING DRAINAGE SYSTEM. CONTRACTOR SHALL ®l ~ 7 1~ 30958.00\ ALSO PROVIDE POSITIVE DRAINAGE FLOW DURING RAINFALL 68. 9' f LP EVE FCM 3"X3" NTS. 71.33 S H E E T SANDSTONE X033 A or DII pPk A`J LS~'i Y Jve 67.6 T1 l AIL 68 6FI A' ~ ~ ~ m 0 o m o o 0 3 o cry ® ~u ° [l 7p f 1011Z O Z CC W W Z ~I;~ U Z W J a Z O to W W O a D: O J = EMK = W U ~ c z W- - zo Q z ~ Qo GRAPHIC SCALE ~ _ ~ ~ ~ 0 40 o so 4o eo deo O rn~ U ~ ° J OQ z+ y ~ ~ i ~ 0) J Q O v- .p O LL (W FEET) ~ ~ .°o ~ ~ ~ o 1 inch = 40 f~ cn ~ •L ~ W ~ U f- z v ~ ~ Y W ~ Q ~W~~ ~W m D ~ ~ O ~ ~ ~ C*.3"'t~ O ~ ~ D ~ O ~ O O D C~"""~ 0 C~':W'1 C cn ~ °E=W ~o 88.16 +65.9 5 ~eh° 1' ~ I- . w z ~ JD34 SHW1 SHW1 r tL O ~ W ~ O 67.14 lO ~ d 692 9 Z U~ W~ ®5~ 67.9 67.14 +69.6 ' 68.6 5' 12' -J 71.36 ~ z ' i d, +66.0 +65.8 cc C~ +65.8 ~6, 12' 13 Q C Z O J JDIO l 2, ®9' s' U w W U 68.7 7, 70.3 ®Lp. ® d• ,4, JD35 SHW3 +69.5 ®7 67.8 67.12 13, 8' y ~ ? e15 m .L3, 68.3~i SHW2 6, ~ ~ SHW4 67.05 ~ 67.09 9 ®8, /IY® 7L46 ~ Jai 6' r ~ ' I 36" j r }k JD36 68.4 68 u' ~ 0.3 ~ 7L0 n + 69. WATER ELEVATION ~ (10/17/02) I' w 6.2 r' ~ ~ ~ a.49 ~ Jp p~ Z 69.4+ 9' • JD37 +ssJ JDS ~ 9,6, 15"4' W ~Q(n~LLW~ZIL 68.3 68.4 ~ I ~ Z W cA ~ O 7' S's' 12' ~ O -~W~-p0 f-p .n ~12' ® - - U Za~~tnWUQtJ7 +s9.4 ~ w 7' ~ ® ®~2 rn Q NZO~a~m~~~ cc.e woawZOOOz J D7 IP 5'°, 68.7 ®13' 71.48 O dSWOHJ~n'h-J 10' O ~ Z e' 6~o3s Ir APPROXIMATE LOCAl10N ( W w = ~ N ~ Z w Q ~ ' 12 PER CITY OF CLEARWATEF ~ w w w ~ o~ H w o ~ ~ 68.6 +sso I~.. N ~s's'9'9'm'15' 280B. NOT FIELD VERIFIEC W o Q j~ O H U Z ~ 51 70.8 ~ W~0'~Y }~Y cep 9" s F-aCAtnWZQ3W ~ w o0 WETLAND I- ~ +69. J 0_ Q 70.3 is'® Q D_ a. 10~ a o g ~ JD39 +662 69.7 ~II, 6' 7L45 D: m r6'8'0'9' S' +ssz ~ w z a 68.I +ssz ~ m o' JDfi ~ Q o ~ o E.. 8.9 r ~ o a' 7' Ir® o ~ +~5 a'4' v o_ ~13~ r N ~ +69.5 ~ SHW5 69.6 ~i ~ ®m, w ~ Z j -~.I n. ~ I • 67.06 I~ 9' ~ z 12' a WATER ® 7'9' 7134 3 O ~ p JD40 66.72 6, a _ ~ Z 68.8 ~ O JQQ~~ J Z Q U e1231 ®9e 71 ' U O 9.i 70.7 r a \ ~ ~ I ~ S.W.F.W.M.D. JURISDICTIONAL 14 U U ~ N WETLAND LINE +69.41 D W W ~R, 15 Q O 26' rf &LP. w ® n 7133 N 7' > 1041 L.P. ~ 6, 13' 68.4 10'11' , ~ JD4 ID' 9' - ° w Z ~ +66.4 z 9.1 ~ v 7' JN Q ~ ®251 8' 7'I FW- Q ' w 70.5 5' 1 ~ 7L27 3 OJ I7 Q I +66.0 +661 ~69b ~ , 8r, I- ~ Q ^7sJ JD42 w 3 ~ 66.4 OW1p ® ~ A • ®14 CJ 4'7'6', 3' O Q 7~ JD3 ~ 15 6' I .0 Q ~ > Buffo VN- 8 9.0 N p U Q W I ~~O /7 9 I6" ~5' 14 7L23 W I ~ILV_ N 69.8 7DJ a ~ ~ JD43 IJ + TEMPORARY X ~ Z 67.7 . ~15~ r BENCHMARK 12 ~ NAIL IN POLE ~U 0_~ p JD2 ®2~ + EL = 72.18 Q Q. N I 69.1 ~ p~ ~ 8~ d' J ®R~ n' ID' 9° 7L4 ®9' 095+1124 X9.0 ~ JD44 ~y • 4~ 6s.s JD60 JDI g"® 71.0 ®s o.efi sz3 '-""o~W~L10s9:s ~ ® 7D.7 TAG #469727 +7u ®22' ~-P• loel 7u9 GRATE=sa.82 FlR 1/2 67.8 JD45 ~ ~ \ 673 ° 5 INV. N.=65.D2 LB 6,1s, 6.3 ~ N 89 21 49 W ~ JD55 2 b ~ 70.3,~~ INY. S = 64.84 22 L44 671 - ~ -..-rF- _ _ _ _ 67.4 1013.2 6 JD58 JD59 ~~0 • ss. 3 7 ,3 D• a rm 7 ~ 7 7L2 _ _ d~ail 70.68 , 5 8_, p 7LDI _ +70.4 ~ 45 s7.7 J~D 'i 6_,~..-- 47~~ ~ ~ s7.o JD50 T JD51 s72 edJc a of water s72- 1053 - - - - - - - - - R 1/2 7+as-- 69'g~67~ 69.7 68.5 JD4 y-~_ 6~- - . -I-. '1 F~ -1 4 °o L54 ~ stl edge of wOter ~5' y±- - - - - - - L-5 6 Ef I 69. D.5 23'd4'ERCP - + - - ,tOp 0 69.8 ~ 691 L gg, 69.3 68.2 ~ ~ 69.5 5 L56 . D57 +69.7 +702 70.4 7 +70.5 +70.4 9.9 - ~g2---- 9 - top of bank 69.5 ~D~"'- ~D57 --Lz57-.~'~"'- • B ~ 69.87 ~OA~b 70.9 70.5 0 IR 1/2 oa 7L46 7103 19.9 70.6 ( ~ i 70 69 70.01 ~6~^"' ~ 70 9 T 6 1126 ~7 ~ +6 . 170 t0 of bank 702 9 69.3+ 6 3 y - ~ _¢99 69.7 Y EL=6816 708 70.7 •6 p 69,5 ~ - 691 +691 +69.4 +s9.7 +69.8 70- DJ 6`~ _ 70.61 70 6 B 6~ ,70 7137 p;g - 7°.30 70.48 X56'-- t-- - $T 69.9 691 Y~R IE = 66.93 _-.--1- - - - - f - - - - - ~ 69.7 p 70-- 2f WITNIa'107FR - ssa - - csi ~ sz4 s6.7 edge of wDter sse _ _ - _ ~ +69.8 70 + L L 020 70.31 70 7020+ ~ 029 70. + 70.09 +70.3,4 70.44+ +10.56 70.83+ 7L09 7L79 7136 70.48 70.81 7L44 704 INV. W. - 65.56 6~7 69.0 , x•03 69.36 69.97 7azJ IE-67.3D 69.95 +70.41 6 94 69.9 7017 7°25 70.35 0.58 7116 _ 7UZl 70.39 69.98 ® 7p~q-- 70.08 7D.67 70.77 SS - AIN~69.94 DRAMAGE ~ ~ 672 27' 7028 - _ _ LP. w •w.°~~ s~uc7uAE SOUTH RIGHT-OF-WAY LINE see - - ON. E. =64,93 +ss,7 70.52 7°.55 ' - - - - - .r. _ _ DESIGNED BY: 7oz9 7oz6 PPROXIMATE LOCATION OF EMK 3" WATER LINE PER CITY RIM=71.31 a 7 ° OF CLEARWATER WATER INV. E. = 69.30 J r I , LOT 1 70~ l 2s QTR SED280B. NOT FIELD INV. 5. = 6929 DRAWN B Y ~ I BLOCK L ~ PARK (45 R/W) 70.3 EMK TERRACE LAKE LOT A l RIM=71.64 CHECKED BY: ` j LOT 21 INV. E. = 69.45 / LOT 20 BLOCK 1 ~ BOCK 2 BLOCK M IINV.W.=6928/ ~ ey~e~ BLOCK M EMK ~ oo~o SCALE: DATE: 5 I°=40' 03/05 CAD FILE: SKYCREST TERRACE SECOND .ADDITION C-18.DWG SKYCREST TERRACE SECOND ADDITION rLNI auun rnUr. oo-00 \ JOB NUMBER: PLAT BOOK 34, PAGE 65-66 C9 30958.00\ / ORI SHEET d!b 18 ic 0 ~..'Y i U N 0 7 2005 Xviff', 6TRlilt N vcj 0 Z tS>r'®~ m®®®mm®®®O®mm®®®®®®®®®bi7®®®®®®®®®~®®®®®0®Lt0®®®®®®®®®®®~®®®®®!Li®®G®®®m®OOm®®®®®.ISI®®m®®®Q®®® ® 5255 ~tro / J ®®a®®®m®®®o®mm"om®®®®®~m®®®mm®®®®®® q~f ® ~ J \ 7.6 .i 25~' H Q Q ~ z r _\s2s '5272. I Z o f `es~s9 I ND CLEARING OR N JD34 ~ GRUBBING IN THIS ~ o ® ~ss 67.9 o_ f~~ - _---::V\ ARBA TYPIGAI_ a ~ ~ ~ - _ - = ` ~ (IB,OOD SF SAW J o JD10 l ~ ~=V~ ~ PALMETTO TOT ~ ~ \ _ - . - PROTECTED ~ JD35 ~ sss~ 67.8 298 = . = \ / ~ AREAJ 5YH~80 END L. L ~ ~ WHY A ARR R? z ~~5~° r ®~30 ~ X29 , = ~ ~ _ f - I. TO PROTECT ALL THE AEIDVE GROUND PROTIC 2. TO PROTECT SOIL NEAR TREE FROM GOMPAC ?UND PROTIONS OF THE TREE FROM DAMAGE. -f ~ I .OM COMPACTION AND PREVENT ROOT DAMAGE. 52~ k {~,Si ~ I ~ ~ o ° m fAL AWARENESS OF TREE'S PRESENCE TO EGtUIPMENT JDs I ~ Q ; ~ ps~il TREE BARRICADE 3. TO PROVIDE PHY5IGAL AND MENTAL AWAREf' J636 - TORS A GON G OR5 TD MA IT WC '68.4 MAKE IT WORK ~sa I - ~ ~ o I. P1.ANr No HEAw EQUIPMENT INSIDE BARRIER; ~ BARRIER; ONLY HAND LABOR. !l ~0 I . 2. PLACE NO CONSTRUCTION MATERIAL C~ SOIL ,IAL DR SDIL DEPOSIT INSIDE BARRIER AREA. ~ ®,5;09 I 2 ~ ~ N 1 EXISTING TREE BY OBSERVING THESE TWD SIMPLE RULES A THE 1 n GREATLY IMPROVEDI ULES A TREE'S CHANGE FOR 5UR1/IVAL 15 1~ r I _ Z ~ ~ I - ~ l ~se6z 10 TO EIE REMOVED Z~> JD31 RRIER ~ .Jr I - . - ~ g ~ m sa.3 I. MINIMUM RADIUS TO BP PROTECTED: . ~ . ~ ~ _ ~ ~ ,4. PINES - DRIPLINE OR 6', WHICHEVER IS GR ~ B. ALL OTHER TREES INCLUDING HARDWDOD~ SEVER IS GREATER. ~6~~~5 ! .3T m o '\~sa HARDWOODS, 2/3 OF THE DRIPLINE~OR 6' ~ ~ ~ l _ _ ~ ~ ~ ~ I WHICHEVER 15 GREATER. 1 n TO REMAIN' 1 10 ~ 2. METHOD OF ERECTION (SEE DIAGRAM) s6 ~ / A. MINIMUM HEIGHT OF UPRIGHTS 3' AND NO L 3' AND NO LESS THAN 2" X 2" LUMBER. ~ - ~ W a ~ ~ r~ D ~ ( 5 ~ ~ B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBS se.s ~ G. UPRIGHTS SHOULD BE SPACED A7 NO M0~ ?ONTAL RIBBONING AT THE TOP AND 12 BI=1.OW THE TOP. I ~ ~ - o • R .HORIZONTAL MEMBERS OF ND LESS THAT AT NO MORE THAN 4' - INTERVALS. f ~ I ~ Z m N LESS THAT .I X 2 :LUMBER. a 5 _ ~ _ r ~ I ~ I ~ TREE WELL AERATION BEFORE PERMIT • J. BARRIERS ARE TD BE ERECTED AROUND ALL +ROUND ALL TREES 4" DBH AND GREATER TO REMAIN. ~ ~ 4 ~ 11 THIS MUST BE DONE BEFORE CONSTRUCTION C J GRAIN LINK FF.NGE ~ ~TRUGTION, GRADING, OR ANY TREES ARE REMOVED. / ~ ' ~ 68.1 TYP: (sue ~/t~) 2. BARRIERS ARE TO REMf~iN IN PLACE UNTIL A / DONE AND HEAw EQUIPMENT IS OUT OF THE ~ AGE UNTIL ALL PAVING AND GONSTRUGTION AREA ~ 5673 5 7 I / 1UT OF THE AREA. JD6 ~ 1 ' 551 ROOT PRUNING 3. TREES 4" DBH AND GREATER THAT ARE LOG, ~T ARE LOCATED WITHIN 10' OF THE LOT UNDER ~ ~71 , l ~ 5~3 ~j~' CONSTRUCTION SHALL ALSO BE PROTECTED E ?OTEGTED BY A BARRICADE: I I ~ ss~z B 5388 3 3 \ ~f 530 I A. PROTECTED AREA A. 3' X 2° X 2.. ~ ~ . ~ \ I X382 ~ ~ B. JD40 I 68:8 eti `v' G.. G.. 'Q'' - rJ' I ~ 5389 3 1 `P ~ D. . _ _ ~ I S.W.F,W.M.D. JURISDICTIONAL CHAiN LINK FENCE I WETLAND LINE I l I ~ ~ / = - 5378 ~~f~ I _ _ _ ' _ 79 ~ / I JD41 DECORATIVE C:ONGRETE 1 I WALL AND COLUMNS ~ s8.4 CONTINUOUS F00 I i RIBBON BARMIER I I ~ ~ . - 1 (NO TER) BAR~I>=R I wooD BARRIER I - - 1 I I I I I I G I I I I I I ~ 5 ~ ~ ALUMINUM FENCE I I e ~ _ I I ~ B I . I I I I I ~ ~s~ll = \ I JD42 I I I I se.4 E- 2/3 DRIPLINE -I I ~ - ` I- R1LL DRiPLINE-I ~ 0 2 1 3641 m m m 989 I I ~ I I K . ~ / ~ 367 -i Ju3 91 r- RJLL DRIPLINE-~ ~ / 5400 56@70 O O . I HARDWOODS P--~ / \ 372 ~ N t0 ~ 5393 905 068. J ~ f Z / ~1 JD43 I 67.7 ~ / U i 15398 JD2 5666 5396 O I 69.1 I 539 \ W a ~ I ~ ~ ~ O Z I O~ r O 5 a. / r ~ • ~~qq ~ o~ 3 SL'ol } ~ a JD44 - - ~JD6D / 5395 / ~ O U UZ W ~ 61.8 JD45 ~ \ o ~ - ~ N 89 21 49 W ~ JD55 ~ , _ 1013,2 6 JD5$~ ~ J459 ~ ~9 ~ s413 ~ - o_ m ~ sJaJ JD46 47 ~ = JD54 T ,~5Li edge of water JD53 _ - - - - - 68.5 ~ ` ~ JD49 68.1 -g'-" _ X054 $ edge of water , - - - - - ~IInnFF77 ----~7'~ > - -8-- - - 67.9 - - 68,E ~ of ban~k'6 6T.G-- 68.2 ~ _ P _ - - - top of bank JD56 69.4 I 02144 O '-'~'1i9;2 - - top of bank - 69.4 - ~ ~ an ~ ~N Zq' SARI ~YN STRE ET s - - - - - edge of water - ' - ~ ~ Z W SOUTH RIGHT-OF-WAY LINE - _ - 0. Z ~ J LOT 1 BLOCK L PARK <45' R/W) o w ~ TFpaar~ 1 er<c LOT A IT A ~ _ ~ V J ~ ~ r t nr a~ luu r ~ - as ~ ~ W a W ~ W TREE LEGEND TREE LEGEND u~ BAY TREE =BAY TREE NW BOTTLE BRUSH TREE BOTTLE BRUSH 7REE A t~^i SRADE , TED GAp/sRATE 7RI=E CANOPY DRIPLINE - DRIPLINE Qo =CAMPHOR 7REE Q - CAMPHOR TREE IL BAGKFILL GRAV WAI 6(~\/I QQ = CEDAR =CEDAR PI=RFORAT~ GAP/6RAT~ 5)=E G V L PL ~ 501E SEPARATOR FABRIC SEE CAVIL PLANS P R DETAIL o0= CHINABERRY TREE CHINABERRY TREE ~ NEW DRAG ROOT PRUNING: BEFORE GRADING, PAD' PREPARATION; OR EXCAVATION FOR PARKING AREA ~ ~ CITRUS 7REE =CITRUS TREE o - ~'EI"I GRADE = CYPRESS TREE ~ BAGKF CURBS, SIDEWALKS, OR DRIVEWAYS, THE ROOTS OF IMPACTED TREES MUST BE PRUNED WITH BAGKFILL Q = CYPRESS TREE f ~ W Q = ELM TREE =ELM 7REE ~ 501. APPROVED EQUIPMENT ONE FOOT C?UTSIDE OF BARRIERS POROin BAGKPILLj SOIL 5EP ~tTOR ~A$RIG O ° EUCALYPTUS 7REE = EUCALYPNS TREE W NON-ALKAL INE ROOT I ALL PRUN NG 5H E ALL B CONDUCTED BY A LICENSED " GERTIFI ED ARBOR IST AND MAY = MAGN011A 7REE =MAGNOLIA TREE N U 61?~ YER LA QUIRE RE THE GI 'S A TY RBORIS T T 0 BE PRESENT DRRIN G IS TH PROCEDURE ®=MAPLE 7REE =MAPLE 7REE ~•i• 0 =MULBERRY TREE =MULBERRY 7REE W ' S01L SEPARATOR ~ABR1G i~~i~ iii i~ i~ ~~~i ~ ~ ~ =OAK TREE =OAK 7REE W U / = OTHER SPECIES I) A DETAILED REPORT OUTLINING THE REQUIRED ROOT PRUNING PROCEDURES SHALL BE ~ ~ ~ ~ =OTHER SPECIES ~1 PREPARED BY A LICENSED CERTIFIED ,CONSULTING AREIDRIST, TO BE SUBMITTED / ®=PALM TREE =PALM TREE o ~ I G TO A LANDSCAPE ARCHITECT FOR A PPROVAL. 'M ®=PECAN TREE =PECAN TREE V 9~~ 111 PERSIMMON- TREE PERSIMMON TREE DESIGNED BY: 2 DAM GED R ALL A OOTS ARE TD BE EXPOSED TO SOUND TISSUE AND ~ CLEANLY. ~ Q = P1NE TREE =PINE TREE B G ROOTS SHALL EsE PRUNED TD A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO POROUS Bi~Kfll-L EXISTING GRADE SYCAMORE 7REE =PUNK TREE THE DEPTH OF DISTURBANCE IF LESS THAT 18 INCHES FROM THE EXISTING GRADE: NoN-AI.K,gIJNE' 6 DEEP LAYER PERFORATED GAP/GRATE Q = WAX MYRTLE TREE =SYCAMORE TREE DRAWN BY: WILLOW TREE =WAX MYRTLE TREE = WILLOW TREE B'G' ~ GIVIL~IF~OR DETAIL n 3} PROPHYLAGTIG TREATMENTS, SUCH A5 THE APPLICATION OF FUNGICIDES INTO THE PRUNING 4 DIAMETER PYG PIPING, FULLY PERFORATED, LAID AT EXISTING CHECKED BY:. TRENCH, WILL BE REQUIRED TO ENSURE THE LEAST AMOUNT OF DAMAGE TO PRUNED ROOTS. GRADE WITH SLIGHT PITCH, TO DRAIN .IN L..A.U. POROUS BAGKFILL, NON-ALKALINE, b" DEEP 4) AFTER COMPLETION OF ROOT PRUNING, ALL BARRIER5 ARE TO BE REINSTALLED, AND " . , 4 DIAMETER PVG P1PIN6 VERTIGAL,.NON PERFORATED RISER. WITH ~ ~MOVr~LS SCALE: DATE: THE AREA INSIDE THE BARRIER 15 TO RECEIVE GORE AERATION. FlB.LY P82FORATED TO PERFORATED GAP/GRATE (W.A.N.E. TREE FEEDERS) TREE CANOPY DRIPLINE 4" DIAMETER PVG PIPING LOCATED AT 25' RADIUS FROM TRUNK. ~DERS) ~ 1128't" REMOVED + 406Q" SAVED' = 15,35b" - 03 05 CREDITS = 1535b" X 35SG = 53'f4b FULLY PERFORATED TO , E>~ + 40b~" SAVED CAD FILE: 5) ADEQUATE WATER MUST BE SUPPLIED TO ROOT ExIST1NG GRADE G DWPLINE IN51'ALI. WANE TREE FEEDERS 6 ON CENTER PRUNED TREES TO AIDE IN ROOT WITit FILTER PABWG 50UC + 654" r~o5>=D REGENERATION AND DEGREASE STRESS. TREE WE ~ . LL R,4TION 5Y5TEM TREE WALL .~R,4TIDN 5Y5TEh ~ 5Y5TEM 10,09-1 CREDIT 3096300BASE QI AAI I/ICIAI f~Df1CC_CCf~TIl1At REPI.AG~NT INGt~S = 1556" - IOp97b" = 5,258.4" inR All IAARCI?. r1.JUV viL.n VI~V.~J-".]LNIIVIY 0 20 40 80 wv irvivivu~. b) BRANCH PPJJNING, ALL STRUCTURAL AND ELEVATION PRUNING MUST J3E PERFORMED PRIOR TO LAND CLEARING 5Y A LICENSED CERTIFIED AP-BOR15T ACGORDING TO ANN 500 TREE BANK= 256.4" X 24 = $126,201 30963.00 PRUNING STANDARDS. NOTE 16.,000 5F OF SAW. PALMETTO IN DE516NATED SCALE: 1 = 40' SHEET PROTECTED AREAS. PROTECTED AREAS ACCOUNT FOR THE 10% CREDIT TOWARDS TREE REPLACEMENTSi"`ata 6 L2~f8 JUN 07 2065 r' a O TA N PE Qv T~ G i'1= W i 30 125. TP G T~ G i'I: ~J ~ Q,Q ~J ~ 516HT TRI~N6LE N _r - - ---c---- - UGL G.V. U.G.L. ~ TI= G P1= ~ 3 22 ~ z _ _ - - -----s- - ALME~TTO____TREET u.c.. o ~ Q - - -E - ~ ~ • .7. "f.:: t• ! i r :{:i a••.•i' iy - r,t. s y.µ ' LD of ban _ -Q------- -s--------- --s~--p. ~ o :i.? 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I / . ® I QV ° 20 ~ ~ ~ o a \ 1 ~ 1 _ ° 30 pv 10 z ~ ~ x~ \ i \ 4 ® I Q RI 50 g~ 4 5 2 RI y ° ~ p~ o I av I e ~ 4~~ ® ~ ~ z~ 2 Z~3 \ ~ g v~ m ~ ~ 1 I ~ I 8• ~ \ ~ W ' ® ~ / ~ 0 ~ ~~~o ~ w N ° ~ I- ~ - ~ G 458 ~ ~ ~ - - - ~ e ~ / Waui= I 2 , / 14 28 Q Dam o ~Q_ I sf-- ( ~ 0 ~ Q-- Z g 3 5 4 0~ N o,~ 70 5 ~ ~ I 0 , ' I.J L6 QV g m ~ ~ ~ ITG4 / 6.. \ ~ ~ - _ ~__r~ - - - I ~ i _ - • - - _ - _ 5 S ces_ ~ I e M 0 I Rac _ 1 o a ~ Q o 0 0. ~ o 4~~ \ ~ • 3S cey / ~ ~ \ p k=- 1 ~ ~ / I 4 ~I ~ ~ 4 ®9~~es ~5~9 ~ ~ ~ p \ \ / / ~ 1 QV - 0 y . av ~ ~ p MG ~ I ~ / ~ i 35 ~ p ~ I Q PX o o ~ 2 ~ 1 1 1 / av I / I ~ ~ i r U ~ 2 LJ 0 1 e I 1 ~ l ~ ~ rws~ GE TA ~ `0 i 0 ~ ! I 1 B UILDING \ \ i 15 aesr- t~sr- ~ • ~ G 14 C8 UNITS) DIN ~ ~ ~ ~ 0 BUI NIT S> C6 ~ I ('7 3 P I6 3 L7 ~ I GE z H o I - GE z ~ I ® ~ \ . l l ~1 ~ i ~ I ~ ~ ~1~ ~--i z H ~ ~ _ _ \ PD J ~ H ~ ~x~ ~ i / ~ I _ PX \ / ZN I J T ~I1 Q 1 ~ \ / ~ ~ 0 0 ` ~ ~ ~ ~ P4 I / ~ ~ Q HZ Hv \ ~ l~ I , \ ~ \ ~ / ~o I ~l ~ ~ I I J' / ~ / / ~ \~-ice \ i ~ ~fi~ I 1 1 H „ ~ / \ ,I \ ~ ~ I / p 1 / I I 11 I I 1 1 I I h\ I ~ ~ i t l~ I I ~ , I ~ 11 l1 l~ m m i\ 0 \ / C~ ~i / - I ~ ~ / ~ ~ i`~ v Jl~ ~ i ( @ I ~ i I \ i~ i ~ ~ ~ \ / ~~1_~/ j \ o ~ z ~ ~ ~ ~ J l ~ ~ i o ~ ~ o a ~ - t l UIL BUILDING 18 it o o (n 1 ® C6 ~ \ ~ 043 C6 UNITS) QV ~ I (I I \ 19 I G 2 \ ZN ~ ~ ' S~ av I ~ ~ ~ ~ ~ I I v UN1 I® / B 1 ` I ~ m . I I ~8 \ ~ I .wT~ D \ ` i tl ~ o s 0 / / ' i • ~rrs~ ~ ~ ~I® I ~ N - o~ Z i DING _ ~ ! I BUIL I6 ~ ~ ~ I6 TS) I ~.J W .f~ ~ i ~ BH av o I i a o > 1 I®1 a 1 / , I vv \ ~ 30 ~ 2 ~ \ ~ ~ I ~ //r~ ~~I p ~ 1 8 y ~ , \ 1 \`//'I ~ (~Qo II p W LL d- i ~ 3 Aoc ~ i I ~ \ /I W w ~ zH 1 ~ - Hz / I - ~ 1 - i Q ~ / I \ / • / J~ / H ~ 2 2 •l { W ~ ®1 P~ ~ J \ ~ \ \ ~ ° 1 ~ / 1 ~ 0 o ~U W i ~ ~I \ _ _ ~ 1 ® _ BUILDING l ro, i LDING 8 I ~ ~ V ~ ~ ~ C6 UNITS> I I - UNITS> ° QV ° ~ O 1 l ~ ` ' 1 9 _ _ 0 ~ - - - ~N - - - ~D - ~ i ~ BUl ~ ~ ~ ~ l ~ DESIGNED BY: B NIA ~ ~ ~ I I I g ~ ~ 1- ~ t W 0 ~ / av av ~ \ a / ~ 1 ~ ~ ® / 1~~~1~ JD18 ~ \ ~ vNrrS ~ ~ ~ ~ ~ ~ \ ~ ~ DRAWN BY: ~ _ L_~ ~ \ p BUILDING 10 ~ ~ I ~ • JD1~ 1 1 / t , JD19 . / \ ~ \ ~ \ ~ CHECKED BY: C6 UNITS) I ~ ® k ~ ~ 67.8 i~ ~ I ~ 67.9 JD17 67:9 ~ S Up~on~r ~ SGALE: .DATE: . _ / _ / ~ ~ ~ 1 ~2 ~ O ~ ~ It / . \ ~ / 67.9 2 68.3 \ - uff ..:~,~..-~-,-~r, ~ e 1 =30 03/05 ; ~;~~1` 1 i \ l I ~ . O ^ I 1 er ~ JD22 r, \ . ~ ~ ~ .CAD FILE: 4~ ` ~ , ~ - - - X1~ d 8 67.8 / Z / ~ ~ ` i ~ 68.0 ~:a tit,: 1 1 ~ ~ p14 ` JDr6 ` ~ ~ \ ~ 0 30963006ASE ~ 4.. nI JD24 68.3 JDt Gi/~ AM 30NUMULK: 963.00 . 0 5 JD29 30 30 60 N ~ 67.9' JD 26 JD25 T ` SHEET 68.5 \ . / 67.7 MATGH L I NE SEE L5 SCALE: 1" = 30' c? ~Mlcq vvZ, omomo© 67.5 LE: 1" = 30' S,W,F,W,M.D, JURISDICTIONAL \ \ \ W4,~ m m m o v©am~aa= cam ©ooommmoommmomocmbammr.~mmmmoaamoe~ommom mo ER qLQ,m.,Q,R© ommmm®m©om©mmi^rmmmi ©AOO~©mo®®mom,oo®~®~M\C.PpmrpA:&m4cp\qraoMmaoommo®oo©ooo ocqo L3 of 8 D _ ~ooooAOa ©o oo© oc~ -p----- ~ - / p , Q 1 I ~ Z T J ~ J u ~ W Z e i ~ ~ ~ O ~ , p 1 ~ ~ / Z (~!1 W O ~ } t`~ J p - I g., ( a J Q 13 ~ p 1 r ( NO CLEARING OR ~ ~ ~ . . p l ~ X , 1 .,4., . • p \ ~ _ r• f Q GRUBBING IN THIS ~ 1 ~ - ~ 0 ~ ( ~ AREA TYPICAL / 1 L (IBpoo 5E 5AW r ~ ~ p 0 \ / I` PALFII~TTO TOT ~ -p I fl x PROTI`GTED ~ ~ ~ ~ d ° ~ z~ p m~12 a A 1 22 RE>~ Q 0 a c o a , ~ a - p 66.5 -.r I ss ~ 5W • ~ oNm ~ ~ i z ~ m . _ Q > Q 1~ i 1 ~ - ~ 0 / 1 0 O m K I I ~`i`( 1 - ~ t ~ J . N g ~ , ~ p Q1 / ~ 1 \ / ~ \ ~ ~ 1 ~ ~ p ~ i 1 / ~ D11 I Z sN. 4 ° / ~ ~ 1 1 ~ _ L ~ p ~ ~ / I ~ Q Q Y O ~ ~ ~ ~ 1- ~ rt p ~ p 68.7 ~ ~ } I6 -(a I 4 Q \ ~ VO BUI~BING 3 I6 ~ W g ~ ~ 1I ~ f . ~ 1 Y0 - ~I~mo \ ~ I I ~1 Q1 26 C8 UNITS 52 ~.R z W ~ N 1 ~ t I ~ / p ~ J/ 1 ~ I p I ~ ~ ~ Q~ 1 ~ 1 p ~ ~ 4 i 1 1 ~ GQ~ -o p \ 1 x/ U ~ N 1 ~ i fl p QD10 1 30 ~ 1 ~ V 10 zmm p ~ ~ I a RI s~~ 1 _ 50 5 DV g ~ ~ p d" ~ 1 ( 'f` Ql I . SA p ~ p~ / ~ 11 1 1 I ) ~ Z~ RI 2 0 p ~ 1 ~ / o I ~ I ~ ~ Z S c z i~ ® f 1 I ~ ~ i ~ I ~ ~ ~I p J ~ p ~ I / ~ p oo p ~ / I I I ~ I 1 ~ o y a p ~ ~ p i _ _ k p ~ ~ i n~ - } I I ~ g-- ~ p ~ p 168 1 / ~i ~ - p p 1`~ J I ~ l 0 ~ \ p p ~ I I ~I' I r ~ ® I , p p Q\ ~ Q- 14 .28 4 I ~ D p / 2 5 3 5 I ~ ~ ~ ~ it 1 - L ~ , p 1 1 p ~ ~ LJ LG QV p / ~ p i~ I I 1~ ~ ~ I 0 I ~ p p 6$~~~ ( ~k ~ I G~1~ 8 U1~ I T ~U ! I ~C i 1 / , y a ~ / o I~ I 1 I ~ ~ r / I - -Y \ ~ ? / p r i~'~ ~ p / ~ I ~ 0 r. 1 ~l 1 1 1 p Qi ~~L i ~ ~ p( JD ~ / p \I ~ p 1 I ~ ( 0 i fl / } p ~ ~ p k mm m p ~ ~ L 1 l fl / ~ ( 00 Q 0 I p ~ 0 I ~ I i1 p' p ~ 1 \ ~ ~ I ~ p l r ~ ~ p./ I . ~ I 1 I 1 p ~ 4 I / , ~l z a ~ ~ ~ / I a G D ~ p 7 r ~ 1 ( p i / Z W - I p I ~ 1 - ~o o ~ g ( ~ 1 p I / / 1 \ ~ I p l ~ I / p I ~ N N W. U Z W .LL I I I p Z p® l ~I. r ~ ~ H H \ \ ~ / 1, p T p ~ ~ / W QZ ~ ~ I p ~ ~ 1 1 I ~ ._I ~ 1 ~ p i H m K p ~ 1 ~ I I l p ~ l p I 1 1 L INU 2~ p ~ \ 1 1 \ ~ ( I6 BUI~-D I6 ~N z° p I I ~ C6 TSB ~o p ~ ~ VO BH W p ~ p f i 1 1 p ~ p a ~ r ~ ~ l~ / ( ~ J } p ~I 4O ~ OC • 1 1 I 1 ~ 5 ~0 DV 30 .2 (L~ ~ / it 30 C p- I i ~ . ZI I RI 5R ~ p / RI 1 \ ~ 8 p /C ~ ~ ~ , p \ ~ 5A zl= - ~ ~ p 1 ~ ~ •r ~ , 1/ ,p c 1 ~ ~ v. ~ w p \ / / ~ . _ W ~ \ 11 p ~ ~ ` ~ / / / \ ~ 1 1 / ~ ~ ~ ~ U r/ Q ~ f I ) 1 ~r~ ( X ~I , .l® / 1 p ~ / ~ _x / I m I I p ~ II ~ ~ O~ ~ ~1 ~ ~l i 1 \ 0 I ~ p V Y 1/ 1 s/ ~ r 1 \ 65 ~ ~ _ - 2 2 ORIGIN~~. ~z ~ LJ LG ~ ~ r~ ~ 1 I TA 1 1 p ~ ~ ~ - J/ ~ 1 ~ J~ p ~ ~ Q / \ ~ U ~j.~ ~ / p 1 1 r ~r 0 l~ / f ~ ~ 1 I ` U ~ J ~ p ( p ( I ~ p ~ 1 I ~ ~ ~ I ~ DESIGNED BY. 1 ~ 1 ~ J~~'a Ol ~~~a B.G. li ~1 I I r 1 I p I _ ~ 1 ~~r~f~E~isv ~'~tf ~t~~ ri~~~sU~~ DRAWNpB/'~Y: p \ ,~,.•m..,~. ~,{~ry~4^Gr ~r~R.i~l~•~.,. ~~~l~lll v~ D.V. p I CHECKED BY: fl p r I L..A.U. p ~ / ®11 p ~ / I SCALE: DATE: ~ - - 1 I ~ . - 03/05 • \ / _ ~ ~ ~ _ CAD F[LE: p 3096300BASE vv 1 C03 - C= 1= cm C3 C3 C3 Eel= 9= JOB NUMBER: A"4 =2 \IA SCALE: 1" = 30' 30963.00 SHEET L BAST SITE SOUTH SENTRY L4 of 8. 67.5 . ©~c r1Ar.~°©o©©oooo©oo~~ooo . oaoeac~oooooco©AOOOe~®ooeaaoia©aeaoocccoooo©ocoaoooocacc3co ©oo®©r~oraoo©oo J,W,C ,W,I°I,1J, JUIC1J1Jil. i lUIVHL \ C •J0~0 68.4 ' aoocooocc~ooo©o©crea©oomco oQOr oooQO©oo®©oooo~oQl2~4~o©o~c~ v©~ z ~S• ~ 67.8 68.3 ~ \ ~ ~ f"" JD13 \ j o ~ ~ WETLAND 1 JD31 ~ 68.1 \ ~ o W ' Q Q a ~ / ~ 67. ~ Q ~ 0 1 ~ . ~ / JD32 . v J `68.2 Z ~u s ~ ` • ~ ~ _ - ,w~- d, l 1 ~ o o m \ ~ z ~ m ~ ~ ~ D ~ ~ Q ~ ~ m O ~ ~ ~ ~ / ~ J z ~ ~ I ~ J 33 x ~ c a ~g~~ CJ p. ~ 7.6 I~ ~ g ~ ~ V m i' W''~~ J u~ = W PL~~T M>~T~RI ~L LIST ~ ~ z ~ ~~3 JD34 ~ ~ 67.9 SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SPEGIFIGATIONS ~ ~ ~ ~ o 0 z 4 ~ FOR WASHING70N PALM INSTALLATION: ~ ~ TRIM I!3 OF FRONDS AT TIME. ~ 4 PHO)=NiX DAGT1(LIFERA 1~.,t00L Pt4thl 3 ®12' AND 5 ®15' CLEAR TRUNK I~16HT5 ~ g m ~~-0 • = 3 OF DIGGING AND PLANTING qc 7 WASHINGTONIA ROBUSTA W,45MI1i16TO1V'PALM IO` ,12` d 15' STAG6ERi_D G.T. HEIGHTS ~ ~ JD35 1 FOR CABBAGE PALM INSTALLATION: QV 52 G>VERGU5 VIRGINIANA LAVE OAK I6' HT X 7' SPD, 4" CALIPER, 100 GALLON ~ ~ 67.8 l • TRIM ALL OF FRONDS AT TIME TD 13 TAXODIUM DISTGHUM BALD GYPRE55 14' HT X b' SPD, 4" CALIPER, 65 GALLON I ~ i OF DIGGING AND PLAN GROWN SPREAD TING RETAIN ALL BOOTS ON TRUNK PE 33 PILAUS ELLIOTTII °DENSA` SOUTH FLORIDA SLASfI PII~ 12' HT X 5' SPD, 3" CALIPH?, B ~ B Q r a D ~ A f1 GE 4 GONOGARPU5 "S1=RIGI=US` 51LV~R BUTTON{~OD 9' HT X 5' SPD, 2" GALIPCR, 30 6AI10N ~ 20 LAYERS BURLAP PAD AT a . REMOVE DEAD AND IN.fURED SUPPORT GONTA - I ~ TWIGS, TRIM NO Lf~ADERS GT NO LJ 36 LI6U5TRUM .IAPONIGA TREE-I=ORM L16USTRUM 7' HT X 5` SPD, MULTI-STEM, 30 6ALL.ON 0 ' NAILS IN TREE WOOD RETAIN NA SHA ~J 36 J TURAL PE. a . p LG 52 MAGNOLIA 6RANDIFLORA LITTLE GEM MAGNOLIA ~t' HT X 5' SPD, 2' GA1:IP)=R, 30 GALLON p 68.4 ~ u SR 36 STftE1.ITZIA REGINEA BIRD OF PARADISE 3b" HT X 3b` 5PD,10 GALLON ~ D WHITE SURVEYOR'S TAGGING . TAP1_, 6" LENGTH Z WIRE TIE Q " ZF 30 ZAMIA FiORIDANA OOp~fT/E 18` HT X 18` SPD, 10 GALLON ~ - q q 3- 2 X 2 STAKES DRIVEN INTO Q ~ q ° a fl GROUND AT AN ANGLi=, TI-~N TIGHTENED QC AZ 30 ALPINb4 Z~ET NARI66ATA' 1/AR1E6A7ID 5NELL GINGER 24" HT X 24" SPD, 3 GALLON ~ 2 x 4 BRAGS (P.T.) ~ . • 4 q TO VERTICAL POSITION, 8' MINIMUM 0 ~ ~ ~A a ~ LENGTH STAKES AT 120° ANG SPACE THREE AT 120° TYPICAL / a LE ~ RI t 80 RAPHIG'1.E'1511~IGA DWARF 1ND1AN MAW]1,fORN 12" HT X 15" SPD, 3 GALLON D ~ p ~.d .o V 2" x 4' STAKE P.T MG 220 MUHLENBERBIA GAPILLARIS h>i11~.Y 68,455 18` HT X 18" SPD, 3 GALLON ~ ~-I-I JD37 ~ ~ ( a ARBOR TIE CONNECTIONS THREE FEET LONG 68.3 0 GROWN OF RODTBALL SHALL BE b5 PHILODENDRON "XANADU` XANADU PHILODENDRON IS' HT X 18` SPD, 3 GALLON INSTALLED I" ABOVE FINISH GRADE TP 210 MYRIGANTI~ES FRA6RAN5 ~ 3" MINIMUM MULCH 3 MINIMUM MULCH LAYER, INSTALL S/MPSONS STOPPER 18` HT X 18" SPD, 3 GALLON MULCH 2" AWAY FROM TRUNK FINISH GRADE. SA T14 SGHEFFLERA ARBORIGOLA TR1NETlE SGI~FLEIZ4 18" HT X 18" SPD, 3 GALLON ~ D 1 - - _ I _ _ FINISH GRADE SW I10 SERENOA REPENS SAW PALMETTO 12" HT X 12" SPD, 3 GALLON ~ I -I I I_I I I > I I I_I I ~I - ~JO38 1I-111=1 I I - = _ . l l l-III ~ 1324 ILEX GORI~lTA °BURFORDI" DWARF BURFORD HOLLY 12" HT X 12` SPD, I GALLON 0 l ~ m m I _ _ I-lll_ _ _ ~ =III=III _ ROOTBALL,18" MINIMUM /68.6 _ - - AERA IT~° EXISTING 501E -III-11 ~ : III-III- RADIUS FRo ~ v i-I I I_I III=11I. _ _ M TRUNK _ _ _ _ BAGKI:ILL II_III I - TA 2'15 TRRGHEL05PERNMlhi A51AT1GUM MINIMA JaSMIh?E 10" HT X 10" SPD, I GALLON ~ ~ a -III-I ~ I ~ I I=1 I I=1 = _ - - AERATE EXISTING SOIL • - _ - - -Ill-II - - ~ I=III=1 = _ _ _ =11 i- I_ _ BACKFILL 0 o DV 600 DIETES VELETA WHITE AFRICAN IRI5 12` SPD, MIN., 4 PPP, I GALLON ~ - - = 111=111=III= = - - EXISTING 5!UBGRADE I_I I I_ I ~ I III=1 -111=1I I-_I-III _LI I_I I I I I1=1I - _ _ _ - - - _ - - - _ - _ - - - _I I I-I ~ -I ~ - _ _ - I ~ I ~ EXISTING . I I_I I I-III-I I I_ I Ix ~_I 11= I =1 ~ I=1 ~ 1= i= _ _ _ _ _ _ SUBGRADE - - - - _III_III_III...III.III.-III--III-III-III=III,- AN 825 ~ OF SEASON, SPECIES TO 8E ,4PPROVED BY LA b" HT X b" SPD, 4" POTS ~ j • =1 ~ I=1 ~ 1111=1 ~ I 2X -1I1=1 I I I I 1=1I 1=~ o., ~ z ~ ~ ~ ~ - ~ - ~ ~ ~ APPLY FERTILIZER TABLETS DURING PALM CHAIN LINK f°ENGE INSTALLATION. PLACE TABLETS ~ . JD3 TYP. (SEE 'f/H3) APPLY FERTILIZER TABLETS DURING TREE TOP AND MIDDLE OF ROOT MA55. i~ W Z - o~ 68.1 INSTALLATION. GE . , ~ PLA TABLETS BETWEEN ~ TOP AND MIDDLE OE ROOT MASS. • 1 ~ a ~JE } ~W 1 ~ 4.. ~ SAUCER RIM WITH 3 MULCH ON TOP (WHEN NECESSARY). T~~~ ~~QU 6 ~~M~NTS ~ ~ ~ ~ I SAUCER SH BE ALL UNIFORM AND NEATLY CONSTRUCTED. l 4 SAUCER RIM WITH 3" MULCH ON TOP (WHEN NEGE55ARY): ~ a EAST PERIMETER 1,250 LI=l35 = 36 TREES - IIQ EXISTING = 0 TREES ~ I ~ ~ ~ SAUCER SHALL BE UNIFORM AND NEATLY CONSTRUCTED. CONTRACTOR SHALL REMOVE STAKING AND GUYING NORTH PERIMETER 1,000 LP/35 = 2a TREES - II EXISTING = 18 TREES ~ ~ MATERIALS AFTER ONE GROWING SEASON. I CONTRACTOR SHALL REMOVE STAKING AND GUYING WEST PERIMETER <I,250 LE/35 = 36 TREES - 3b XISI'iNG = D TREES ~ = i MATERIALS AFTER ONE GROWING SEA50N. POUNDATION 2,560 LP/40 LF = 641'REES ~ ~ I fl I JD40 ~ z 68.8 TOTAL TREES REQUIRED 18 + 64 = 82 TREES / w. 69 n S,W,F,W,M.D, JURISDICTIONAL I .0 WETLAND LINE I ~ a ~ ,J ~ ~ ' ° I) ALL PLANT MATERIALS SHALL BE FLORIDA #I OR BETTER A5 GIVEN IN a°° , ~ oo ~ AND T F P 5 1~BRUARY 1QQ8 EDITION, PUBLISHED BY p~0i~05~D T~~~S l o ~ ~ ( JD41 ° ` ° TIME OR D R T OF GR G TORE AND CONSUMER SERVICES. MEDJOOL PALM 4 X 2.5" = 10" ' ~ ~ W 68.4 ° . 2) LOCATION OF PLANTS ON THE P ° LAN ARE DIAGRAMMATIC SEE THE LANDSCAPE .WASHINGTON PALM 7 X I" 7" ~ r~ ~ W I .4. e° ° °a ARCHITECT FOR QUESTIONS ON EXAGI' LOCATIONS. THE PLANT M;4TERiALS l:iST 15 ° ~ 3" MINIMUM MULCH PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE LIVE DAK 52 X 4 - 208 W I ° ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL. ° 'AIL. BALD GYPRE55 13 X 4" = 52" a I I I 0 JI~4 SOD 3 IT 15 THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED T BED 5LA5H PINE 33 X 3" = Qq" i ~ V ~ ~ AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL I _ _ BEFORE INSTALLATION BEGINS. SILV'ERBUTTONWOOD 4 X 2- 8 V I I-III-11 I I H I ~I I LIGUSTRUM TREE 38 X 3" = 114" ~ - ~ Q V1 I II1-11I-1I - . = 4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTING 15LAND5 /AND OTHER AREAS SHALL I ~ I1=11I-11 _ = AERATE EXISTING BE GLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER WASTE MATERIALS TO A D 5 SHALL LITTLE .GEM MAGNOLIA 32 X 3" _ .156" ~ ~ - - - - 501E BAGKFILL " EPTH ~I I I_I I _ _ _ I 1=1 I 1=1 I I OF 24 PRIOR To LANDSCAPE INSTALLATION. 3'TH TOTAL' INGHE5 = 654" I I ~ I I1=1 I1=1 I ~I I I I I-11I-11I-11 ~I I ~I I I-11 _ JD42 III=11 I-1 I I- 11=1 I I-1 I H I I-1 I I~ I I- 5) ALL PLANT BEDS AND TREE RINGS 51iALL BE TREATED WITH A - ~ w I III EXISTING SOIL PRE EMERGENT X68.4 ~ HERBICIDE AND THEN TOP-DRESSED WITH 3 DEEP PINE BARK MULCH. ALL NEW TREES SHALL o U J I HAVE A TREE RING WITH A MINIMUM OF 24" RADIUS, ALL NEW TREES AND PALMS SfiALL BE STAk L BE 5 AKED. SYM80L L~G~~li7 ~ ~ ~ Q U I ~ / IX ALL EXISTING TREES TO REMAIN SHALL HAVE A b' RADIU " / S MULCH RING AT A DEPTH OF 3 . I ' / 6 NEyy 0 01= 3". APPLY FERTILIZER TABLETS DURI ) SOD SHALL BE ST. AUGUSTINE FLORATAM IN ALL. DISTURBED AREAS. THE PLAN. I ~ , NG PLANT ~N. LANDSCAPE 1 JD3 Q INSTALLATIQN..PLAGE TABLETS BETY~EN CONTRACTOR SHALL DETERMINE EXACT QUANTITIES IN THE FIELD. 50D AREAS SHALL BE LL 8E ~Q QUANTITY U I TOP AND MIDDLE OF ROOT M MAINTAINED BY THE CONTRACTOR FROM THE TIME OF 1N5 ASS. TALLATION TO THE TIME OF FINAL I ACCEPTANCE. F FINAL QV SPECIES f, .z p I ~ ®p DESIGNED BY: )TREES SHRUBS, AND GROUND COVER SFfALL BE INSTALLED USING THE FOLLOWING JD43 PROGEEDURE. PLANT PITS SHALL BE EXGAV ATED TO TWIGS THE DIAMETER OF THE PLANT 67.7 ROOT BALL. AERATE EXISTING 501E BEFORE BAGKFILLING PIT. ADD AGRIFORM FERTILIZER PLANT ~ ~ p B. G. TABLETS TO EACH PLANT PIT, A5 -PER THE SPEGIFI ATID . G NS. TILIZER \I~ _ ~ DRAWN BY: I ~ B.G. o ~5 ~o so JD2 p CHECKED BY: EXISTING TRIG 69.1 ~ .m.. c:~ TO REMAIN o SCALE. 1" = 30' ~ L..A.U. I - _ _ _ f ~ 1 ~ p SCALE: DATE: ~ --..-_.._~_-__J116.0--__~~l_I 03/05 1 - - ~JD44 ~~J4fi i~ C,~t ~ 67.8 JD45 / ~ - - _ _ _ _ _ 1 ~ CAD FILE: ' ~ I ' ~ o r rr - 70.0\ ~ ; ~ ~ ~ 1 (11 ~ ~ ~ r JD55 fl 3096300BASE yea 1 V~L1 ~LJ I-Iti §7 6 JD46 -~JD50 _ _,1p,51_ - edge of water VVZIM r ~ ~a JD53__-- 6 67.9 68.1 8:6 X8.2 u-, 8.5 JD49 68.2 ed e JOB NUMBER: - - ~$•3 top of ba 67.6 9 of water _ n SOUTHHEST S I TE top of bank 30963.00 JD56 ul- - - ----f9.2- - - 69.4 - - , - an - SHEET. top of bank C> t MARILYN - - - - Odno nP %nfor O .YN STREET Go L5of8 d o -~D IE = 66. -ts o i it 0 z 516HT TRIANGLE ,U ~ J s s ~ c u.c.~. 1011, 6 4' a G W `HAND-DIG AROUND ALL s ~ oN TREE RGOTS o i i ~ ~ ~ i. ~ 0,5 i i Q o / / a ®zs" J Q 0 . _ 4. 6490 ® U ~ - e ~ UILDING 1 B BUILDING BUILDIN z z ~ m G 2 G 3 2 ~ NITS) (g (8 U UNITS) ) C8 UNITS) W ~ ~ °a 0 e QQ~~ ~ .N Q e 6 ~ ~ Q J z ~ ~ 0 e W~ _ ro ~ ~ ~ o ~ ~ ~ e 4 , a • ~ J ~ ~ ~ e 9 w N r ~ ~ 0 05 a oCQ~~ 45 OQ~?~ e 0 ~ p ro o 2 ~ g m m 0 -F? T 459 s.. 7:3a 5 S ces e ~ 0 . e ~ e ' - P c:~ ~ e 9' ~ u~ ?A'i~~: d S ~e5 0 ~ G ' ®9~~ ~5~g D 0 0 O 'I ~ Q HAND-DIG AROUND .ALL BUIL.DIN TREE ROTS G 15 e G 1Q= <8 UNITS) e LDIN BUI NITS) 42,6 ~ 6 U H z'~ HAND-DIG ARO D ALL i--i Z TREE ROTS Q ~ L7 ~ ~ J~ H~ N ~ ZH ® ~ . H Z n ~ m~ W L7 v, Q 0 ~ 0 ® 0 z H ~ ip ® ~ f~ H z H v DUND ALL Q ~ ~ P4 J~ ~ m m m H v QO` F N t0 W ® ~1. Z W , n. J ~f J U N ~ wa 3.70 ~ o z - BUIL BUILDING 18 ~ o C6. INUM 1~NG~ TYP. 043 C6 UNITS> ~ ~ a ~ .s 9 NN U ® U Z ~ L,J G ~.N W ~ L~ s~ N~~ a~ ~ v B ® cs 5 v m w . 53;6 ~~TTS, 1 ~ s ~r ® ~ N Z 2~ ING est UI~~ B UNITS> C6 6L05 40.7 J ~ v t1 ~ ~ I~ n rnrn l~J ~ 3 nc LtnY p 1.~:d 1I1 ~ ~ V' - z a o~ ~ H C'~ H z a 0 Q~ ° ~ OC w J~ C1J H s6~2 ~ ~ ~,Z ~ o ~ ~ ~ 0 w BUILDING ILDING 8 ; .1 2~UND ALL ~ (6 UNITS) ;UNITS} U U 9 G - B~ j~ DESIGNED BY: Z~ ~1 ~s~ B NZ C$>J ~ ~g .DT ~.a B.G. W ~ 00 ® ® ~ JD18 ~N~TS ~ > DRAWN BY: HAND=DIG R UND DIG R UND ALL 8 B.G. 00 ~ EE RO S $ 19 CHECKED BY:. d- 20 BUILDING 10 L..A.U. ~~..R,,__~__.__.__, ~ 6. C6 UNITS) ~ ® 67 JDt7 2$~ 67.9 Uplq SCALE: ~ DATE: ~ ` o JD21 68.3 Uffer 1 =30 03/05 I. 67.9 ~ ~4 JD22 ~"y ~ JD23 gu 67:8 D16 ~ CAD FILE:. 3096300BASE ~ w - rd 68.0 :it F z ~a _ P _ RS211 r-~.~( InQ AIIIkAQCD. ~ ~ 64 AND-DIG ND ALL JD24 EE RO S 68:3 o 15 30 15 s so so 30963.00 68:5 SHEET JD26 5 SCALE: 1" = 3 67.7 67. .ALE. 1" = 30' S.W.F.W.M,D. JURISDICTIONAL ca. JD29 8 file 1 9.1, L6 of 8 G 0 z ~ J 8 {W. I- Q ~ Z ON `HANll-1l1G AI2LJUNll TREE ROTS ~UUN1l ALL - - J ~ Q ~ a J Q _ ~ ~ ~ / / \ ~ 12 Z L 66. - 8.8 C? ~ ° m ~ ~ ZQ ~ m m -~~o ~ ~ 71S w~~~o ~ ~ p~ Z N Z ~ ~ Q 68.7 R ~ ~ ~ HAND-D AROUND ALL Q BUIUDING U ~ g ~ W TREE ROOTS r. z C8 Uf~ITS) ~ ~ N sac W ~ i / ~ Q. ~ ~ cQ~~ m 0 D10 g m ~ ~Y 8' ~ L7 ZF ~ s f~ ~ O ~ ~ m ~ ~E p~ JD9 68~ ~ and ~ 8 ~ Q- JD8 ~ 68.4 8 4 O J67 68.7 mm } m 00 ~ ~m a 0 z w J Q U z zw O Wa 6 , In .9 -SS z U t0 ~ U~ a L7 UZ N U Z~ 0 0 W J Q ~ a~ ~ m J w 0 U~ 2~ 8~~,~D ~ ~ BU <6 UNITS) ~N z a W ~ J _ ~ ~ A W w ).1 O ~ f j o~I~I~U ~ ~ f Y. Q 30,52 0 m a ry9y ~ 0 29.8, I cc U W - J s ~~OT ~ r ,85 O w VI 9~ C ~ (I~ ~ ~ I~ ~ DESIGNED BY: ~ ~ DRAWN BY: ~1~~~~~~ai~~~,~>; ~9 Cv~toFTMN~~TSVG~' B.G. 'a~G~~A~b~',~rEi~ ~ CHECKED BY: L..A.U. SCALE: DATE: - 03/05, CAD FILE: ~ 30963008-ASE -1 --A VV I JOB NUMBER: SCALE: 1" = 30' 30963.00 SHEET L7 of 8 67.5 8 J.W,I' ,W,I°I,ll, JUIC1JUll. 11LlIVHL 68.4 JD30 ~ ~ 67.8 S ~~ND Lam"'".~"_' ~ . 0 Z • Q ~ J JD13 ~ a ~ z JD31 68.1 0 67.9 J ~ Q ~ lY J Q. 5 ° ti JD32 . 68.2 ' o o io 0 m . Q > m ~ ~ ~ ~ ~ m Q C~°~ w = z o ~ J z L ~ ~ Q JD33 61.6 Q p z ~ > yg~m W ' ~ ~~mo JD34 ~~N3 ® 67.9 Q m = ~Q~~ ~~~o 0 g m C JD35 67.8 y1~, JD36 68.4 JD37 68.3 JD38 68.6 ~ } m ~ b~ o a T~9 WETLAND z G~IAIN LINK I~NG~ JD39 z W ~o 68.1 T1'P. '7/H31 `V ~ z - o f ~ a ~ JE ~ ;g ~ W W w ° [L' a JD40 d 68.8 z J s.w,~,w,M,D, JURISDICTIONAL 9 W ' WETLAND LINE J . ~`A' ~m.J~~.. JD41 68.4 ' V / A a,...d ~I W p! W ~ ~ o ~ i- HAND-DIG AROUND. ALL ~ ' TREE ROOTS ' JD42 o 68.4 ~ ~ W U ~ _ ~ V JD3 0 9.0 ~ 1 N ~ JD43 ® .DESIGNED BY: 67.7 B.G. DRAWN BY: ' 0 15 ~o so. JD2 ~ r, 69.1 CHECKED BY: ~ =,~1 SCALD: 1" = 30' L.. A. U. ~ ~ ~lAJ t a~~~, SCALE: DATE: JD44 _ JD45 JD48 67.8 ~ 68. JD60 - 03/05 °w,,~ o i ii CAD FILE:_ _ 70.0 JD46 47 V JD50 I UE J5 /2- 1 U-1 L b' 6T6 ~ 6uyb.5uutJast 68.5 JD49 JD53 0 67.9 68.1 68.6 0 JD58 J059 68,6 JOB NUMBER: 68.3 .6 68.2 JD57 30963.00 JD56 69.4 69.2 SHEET r1 0 0 7s ; Ts 0 L8 of 8 1 - SECTION 12, TOWNSHIP, 29 S., RANGE 15 E., W I TREE LEGEND I e = BAY TREE ~7 I ®=BDTTLEBRUSNTREE PINELLAS COUNTY, FLORIDA Q = CAMPHOR TREE I CEDAR I Qo = G7INABERRY TREE D E S C R I P T I O N lY CI7RUS TREE i 4= CYPRESS 'TREE PARCEL I I Q =ELM TREE I EucALmrus TREE LOT TWELVE IN 1~HE SOUTHEAST 1/4 OF SECTION 12, TOWNShIIP 29 SOUThI, RANGE 15 EAST, ACCORDING 40 20 0 40 ®=MAGNOLIA TREE TO TI-IE MAP OF PINELLAS GROVES SUBDIVISION, AS RECORDED N PLAT BOOK 3, PAGE 15, OF THE PUBLIC I ®=MAPLE TREE RECORDS OF PINELLAS COUNTY, FLORIDA. =MULBERRY TREE I ®=OAK 7REE TOGETHER WITH: SCALE:1"=40' = 07HER SPcCIES NO RECORDED AUTHORITY Q„ Tl-IIS 15.00' STRIP HAS BE )ED AUTHORITY FOR I ~ =PALM 7REE PARCEL II 'STRIP HAS BEEN I ~=PECAN TREE PROVIDED TO THE UNDERSIi CENTER OF O.R. BOOK 4125 _ _ THE UNDERSIGNED. PERSIMMOIJ 7REE WEST 112 FEET OF LOT 5 IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 29 Q RIGHT OF WAY SHOWN IS B~ SECTION PAGE 1754 PINELLAS COUNTY TAX MA 1Y SHOWN IS BASED ON =PINE TREE SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, ACCORDING TO THE PLAT OF PINELLAS GROVES, 'OUNTY TAX MAP, I srcAMDRE TREE RECORDED IN PLAT BOOK 3, PAGE 15, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CITY OF CLEARWATER ATLA: 12-29-15 - - - Y :ARWATER ATLASES I WAX MYRTLE TREE AND EXISTING OCCUPATIOP TEMPORARY sex - - _ _ 68.1 - - _ _ ,~B 1NG OCCUPATION APPROXIMATE LOCATION OF 6" WATER wlLtow 7REE TOGETHER WITH: LINE PER CITY OF CLEARWATER WATER I - - - - - - BENGF1MARli - 6883 s F.N,~ 15.00' RIGHT-OF-WAY PER PLAT ° FOUND APPROXIMATE LOCATION OF 12" RAW O.R. BOOK 3395 o saga' NAIL IN POLE G9+ a' ~ - - - ~ AND DEED BOOK 18, PAGE 333 ° ATLAS 2808. NOT FIELD VERIFIED. I gravel PARCEL III WATER LINE PER CITY OF CLEARWATER PAGE 209 ° 66 ea has . S00'10'48"W EL = 69.19 N DO'1048 E+ ` ` ` - ` - - - - - - - - _ - - - RAILROAD SPIKE WATER ATLAS 2806. NOT FIELD VERIFIED. 6 75 s9u? 30.0 ' - - 52-7 os 70 84 ss.33` - die - - LOTS 3, 4, 13 AIVD 14 IN THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST, 30.00' 6 "s~ 4 0 S 89'18'09"E 1123.61' (F) 6s.3s 94 s PINELLAS COUNTY, FLORIDA, ACCORDING TO THE PLAT OF PINELLAS GROVES RECORDED IN PLATBOOK 3, 7 roa~6 s~e4 ssB~ t'9 99.70 PAGE 15, OF TFIE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ' 69 62 69 5~ 69,58 ~ 69 92 I , - c a4 FN~D ss5a - - - - =q C6991 6594 24 ~ 69.66' 6956 46 a 6966`, a 6988 ' a' , 2697.42 OVER ALL of 4~CAS'13NE~PAETIRDN ss7a 6~22~-------- x932 _ ~ s9ss ss: 6957 G9 `:6983 FIR 1 6989 - 6996 - -~_.T~_.~ ~ ss.n s9s - s96s x994' 6 s~ ssg3 s9 es TOGETHER WITH: PINELLAS GR_OVE.6S~~L-O~T-~LI(N~E ~99 6~,' s9:7o CtfARV~1FR?GA5 A1LA~ sss4 69.40 ' 69 46 69 57 L.B 6 13 = 70.02 a 70 07 - r - 69.BD ° 9.11. 0 69_•;,tl2 ~ G9 7a ` 1'7007 ssso' PIt~ELLALS GROVES LOE T~LINE ~o.i9r - 7D 2s ' ~ P.P. ~ 69.2 68,7.80 +68.8 P.P FIR 1 693) 69.46 IE ° 66.92 = , r, _ - _ By 9 tt 69.69 68. 1 - 69.70' 6963 t0 0 > all fi973 10.16 PARCEL IV - - - - - - - 69:84 _ 69Bh ' _ 69.87. R(;F- 8.5 B 611369.3. 68.4 68.4 a.4 sB: t0P oPb dnk ~ p _ - f-- 60. 6B7 68.5 68.9 68.7 ~ E:dC1W011 68,8 69.1 68.5 p, 69A + 68.0 ea sea II s7.e . - LOT 5, LESS THE WEST 112 FEET THEREOF, IN THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 29 SOUTH, - - - - 69.9D 69.63 68 6 . 6 . 6B.a • y~ • 68.1 68. 18R 66.7 6. s7.3 UGL G.Vsz2U.G.L. 6ss cer~~erline of ditch 67.9 +68.2 RANGE 15 EAST, ACCORDING TO THE PLAT OF PINELLAS GROVES AS RECORDED IN PLAT BOOK 3, PAGE 15 `..----ist3 OF TFIE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I EXISTING RIGHT- - - _ - E , 7•FIR 1/211'17" 6&5 g} D+ 68.3 68.5 8 9; 68. fiB.3 OF WAY LINE <e• e, 021 to s • a .tr4!t: ~5. t~"n' sai~ 1~` • O.R. BOOK 4074 7 p © 10"13" 9 ~a'tOP df bank 11"124'9• 4" .1 67,2, 69.1 fiB.9 g, . ®5' 7 PAGE 1443 0'6 - s r i5" ".y,~; ~ E=67.01 I'ts' 13 I ss.o ®12' ~5s 5 DRae~c~ slmlcnt9e - s7os 89'1 09'E 112 00 n • ; ~ > 12'13' 1s' ~s• 9" Is' ~ OB' ®u' I®is ~55`s' S• bwf iP s' 6a9 5' ``1 6~'"y~ B's"It' 4 ® a4 ALL OF THE ABOVE CONTAINING 29.83 ACRES MORE OR LESS, INCLUDING EXISTING PLATTED 68.48 69 ~ II•~ oncrete 5"~ 4 5' 4' , on refe?: ° ® R W LINE BY TAX MAP r ~ " 4` ~ y 1q• ~ top of bank a` ~ " ~g.11• ~ RIGHT-OF-WAY. ® ®®12`tl` S 89'18 09 E ®4" 899, 68.52 r wall m 4 s` 6wall 6 4 ~ CITY OF CLEARWATER ATLASES 4'~ 5 5 ~ Y Y ®I,` S 99'1 ~'09'gE 22';3 ~ 10, . ~ s' s" AND Ex~$T1NG OCCUPATION 4'®® @ 'S'4 r ~ ~7` a' ~ 22~ +6).D r 5 6 B 6. ~4' 5 14' 7 7" I ~ - I ~ ® 69.3 1D' ®6' 20 12" 69.72 J~i 0 ®12'12' ~ 5"13' I ®14`9' 8'0.10' ®q' ID' z,tg B"22" 69. 11. 6" 6` 6" IO' 8' 5` ~ + 69. ® 0 a ~ y 4 ti ff' r f, t, + 6 0' ~ • 5" 5' fl:/ ~ 9' ~ 1Y• 14 0 s E rye z i ~ r ~ ~ ; 19' ° 5' ®5. 5 699 8' ~ 1 STO r p • p ®12'15' ~12" ` y, 4 ®0 5• • ;d I x9.1 s is' W D FRAME fi9.5 s' ' ss7 6 • + +10.6 / ~ \ fi9.3 +69.4 7"15`13' 69.4 5" 169.7 / ~ ® ~1Y +69.5 I ?ic 1 5 •7 s ~ I~ Ft?~ 13" ® ID' 6' • 69.7 469.7 28• ®13' 7 ®I2` 1 s' ®SCREENED 4 4`s' SCREENED ® 5• 1 - ' , ~ It J~11' Q• 12 I6 centerl~ PORCH a ' T r 10' a• PORCH ! Ifi centerl~e of ditch } " 5' COLLAPSED '13' 18°24"52 ® 12' I 3D" 1 g" 5.5.6• +67.1 10" " 5• W 8'• .0° 6`8 GARAGE 13' ' e 24 7~.6 ~ ° , HP. 05 15. ~ ~ ~ 154.5' V•' 11' Q 16" t~~~.: 5• s.2 ° ~ tr ~ 22' s• TAG X457 le' 69.7 O 1D' 12"12'10' ~ 24' ^^10• I- 693 5' J4' 1 TA ~ 355 / 1219•• ®4•g, 24 ` ® APPROXIMATE TREE CANOPY (TYPICAL) + IB'14' I " _ . • Q p ® 8" + 69.6 10.J ~ Qt i6"8' I +69.9 Ig• +69.9 +66\ ~®y~ +69.5 h69.5 ~ +fi9.fi : ~ 1 "IS ~ 07. CONCRETE m ~ ~ Tfo` STEPS ~ ®5' METAL SHED 1e' ~ ~ X7'4. 13"®T' ~a` ~ CERTLFICATION ~4. /9°10"i6" 1 3~~ 4' 70.5 \METAL SFI~ 20' y 5' S 1 s' a' TAG X458 ~ ~ e~;; sa5+ , 12' RRECTED P SITION OF TREE ` s' y de's' ®5 `aq~ ~ TAG x}454 / CERTIFIED T0: BOOS DEVELOPMENT GROUP, INC. ~~~~~F r~ /15.4' ~ 1 II" ) i 9" I 48' 26 ® 6. 2' 6' g• ®9. ~ ~ 4.~ I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE TECHNICAL STANDARDS SET r 3z5: 1" / ~ 22" 5 ? 9']" ~ X9.9 12' 23" l~ 3' + .,4 ` a aN~"I r B•20' 7D3 1D"9' 69.5 ®7D + 69.7 ®a. ® 5• ®9. X23" e' s'®®T'e' ®B` ®4. ®tYU' ~I' ADMTNIISBRATIVE CODE, PURSUADN~FTOR~ECTION 472.027 FLORIDA ~TATUTES.APTER 61G17-6, FLORIDA ~ , s:., ~ ay 7• 8 5. ' ~r p '~t',9` 1 i E"~ ~17+ +69.7 +69.7 +69.8 +69.9 +69.7 1 16.2' ~ ME. L SHED 12'1 s' s" " ~ D ° METAL & ® ® s' 12" • 011'5' WOOD SHED a' r s` r 14' S' 20'® 27` Q ~ s`+` I 1s lo`Ia I~ 1"'~'0'g• 2$" ~ q• Gil DATE OF SURVEY JOHN 0: DIEHL s'a"I " 0 5 O9 4 ® .9 I I W00 SHED. W00 SHED 71'6 PROFESSIONAL LAND SURVEYOR N0.4053 I • 10'12"11' a•4• ss0 s•7•a^B•s• Q ~ TAG #461 / ,~5 18 812 TAG #456 1 ®4'5`7' ~ L E G E N D +6a0 V • / 4'4' 69.7 ~ 20' ®13' - 1D.0 ~ 14 ' ' ~I4`I8' LINE ; E;BLE 6L9~6 " + 69.8 24" 12• _ _ . METAL SHED • , 2 ~ 70.1 1s` 1. • p +99.7 +99.8 +69.7 +70.0 ~ T.V.M. ~ =UNDERGROUND CABLE lELENSION MARKER LINE LENGThI BEARING - 1x.1' a.s 4 W oD HED ® METAL SHED t2' ~ +69.7 a' h T.V.B. ~ =CABLE lE(EViSION UBUTY IIOX BLDG =BUILDING L1 39.= r • N 185 2a' 6L / ~r T G X463 ®12• S40:25 49 W ~ o ® ® ® ~ L2 45.96 S0102 52 W 15.9' n 3.8 s"1s ®12~ ~ ®®4 W p.P. AY = PowER POLE BWF =BARBED WIRE FENCE I ~ I1" T g• I O.H.L. ~n~-sr- = OVERHEAD IJNES (C) =CALCULATED DATA W L3 54.26 11'1s 34 I S08'28'32"W , , 70.7 s 24" ®~6, le' ® ~ ( / ~ CCR =CERTIFIED CORNER RECORD ® U1 CP. = COdJBINAIION POLE PUWEir-PHONE CABLE T.V. is ®ID' T LP CLF =CHAIN LINK FENCE ~ L4 61.53 S01'0714"E 7D3 24 ~4. ® 30`24" L5 52.20 012'12"19 TAG #460 1o®7a.3 ® ~u' 71.4 SOt'11'42"W .5 70.2 I TAG 46 l ® ®10' uJ C.LP. ,0~ = COMDINA110N & LIGHT POLE CONC =CONCRETE 462 9' ®12 ~ G.p, ~ = cuYPDIE CPB =CONDOMINIUM PLAT BOOK • I +66.5 5 / , ~ 2 ~ L6 71.76 Sl2 50 52 W 10' 7 I~ ® ~ + 69.8 I/ g' 6" ®g• COR =CORNER / 7~ 5' MP. d8' =METER PiHE 'NU s Jo.n 12' DB =DEED BOOK ~e• r7o.7 ®s• q•q• 7• 5" . 4. ~i = F- =cur wiRE L7 29.70 505'49'51 "W " ~'r 5 ~ a ®Y4" ®T9" 1" 3 5. W LB 46.45 _ S10'01'06"W a" @7 / ~g• 12,5' ~~pt ®9.0 9'8"6 ®0, y~,5 70.0 ~r ®g' ®8" ~ = ELEC7Rlc unurr BDx (m,~NSFaRMER) (EDP = DEDGDE OFTPAVEMENT • L9 58.99 S25' ~ 5' X12" _ 12'15'1x' ® ~ IL 5• 5'p,7" 4'S' 6" 7''~6• 6' = ONOERGROUND POWER PAWT MARK L10 55.44 S05'20'02"W e• ~ ® 16' ®5• ~ ~5" ~ 4' ® 22 ~a'4' 7 12' ~ ~ EL =ELEVATION ® _ F T =FENCE TIE L11 38.5 M M 4. X20' 22' 7 s• ~ / 17• ~ 4' 7 I S05'40'05"E ~ ~ s' re' ~ ® ® 13' ~17• \ 8" 5` ~ ~ =ELECTRICAL OURET ® ® 12' s` F =FIELD DATA B74" ®5' ~ ~ ~ = ELECTRIC UTJNiI' BOX y FOOT =FLORIDA DEPARTMENT OF TRANSPORTATION cs' 4, ®8'69.9 4'1010 ®10' 65' ~ 6' ~ L12 74.~ S33'0T41"E ~ ~ 7D.1 ® s"a"r ~ ~ L13 24.7:'' 70.4 ®13'12'x' 12' 7`s'w ® ®7• - © = EIECIRIC MEIFR ®4'12` FCM =FOUND CONCRETE MONUMENT S44'0T49°E s• 70.0 ®s' ro a• ~ L14 52.4 ! S64'18'21"E 1~5 ~a4 s'lo' X705 5' T ~ 33° g• = DECA7ADVE LIGHT FIR =FOUND IRON ROD 70.3 5. 9` ~®5. E E E = APPRONIMAIE LOCATION UNDERGRWND POWER LINES FND =FOUND NAIL & DISC +70. 5' ®16` 15, O ®4" + 69.6 ® II' ~ L15 50.31_ S69'43'34"E ~ ®70.5 ~3„ I 12` ® 10'5"4'4" ~ 70.5 ® 70'1 ~ Ig' 6' 8"10"12"21' 1U.5 ® = MONITORWC WELL 690 + 7o I ~ 7D.1 ~B" FOP =FOUND OPEN PIPE I L16 86.6 ~ ° ~6' S`s`s• I 4~ 5 S73'11'54';E _ 1 13" ®4' S. o ®®5"a' I TAG #464 s. ® = unuTYMANHDLE FPP =FOUND PINCHED PIPE TAG #464 a 7. ® s' ® = PEDESTRIAN cRassWC s1cN FRRS =FOUND RAILROAD SPIKE L17 39.13 S51'32 38 E Ln 6 ®s ® z lo' s,7, ®5's d ®n ®tT' l ~a. ® 5• 1:5.8 ® = 1RAFFlC SIGNAL UDNTY BOX IE =INVERT ELEVATION L18 ~ ~ • ® I ~ I 53.34 N70'31'O6"E - 3,3' er to' w 5'S' / L19 71.42 S82'24'12"E m ®fe's" 2s, 4` ®15 T ~ • ~a" T s' a 5' ®~5"4" LS.P.~ =TRAFFIC SIGNAL PDiE ® ®9. 1o s M cu B rNL~F ss LB =LICENSED BUSINESS L20 46.55 ~ 70.5 a 55 ®s s1o"13" / N68'13'28"E 5' 10 ~ ~ 9 L1 1=1 1~\ MAS =MASONRY L ~ O 6" ® B• 12" 5. ®7. 10.6 7' p 5'4` 21 37.0 N77'12'36"E ~ IW ® ~ 5's' "t Sts")' _ / / ~s• s ®®5. p~~~•7~a 4 n ~ n ~ LS =LICENSED SURVEYOR ~s't` ~ ~ ®s' ~ 7• ®g• ~ =MITERED END SECD ~ OR =OFFICIAL RECORDS BOOK L22 44.211 N85'14'58°E , °o x.11. s' ss.9 ®sa•7 s9s 4 69,6 4"10`5' ®7. 5' ®70.1 ®5'~ g• ~ = FlAREO FND BECKON D/A =OVERALL L23 41.49 N65'56'44"E W ~ z ~ ®4"a ® 5` 8'4' ®4' II' 7' L24 51.10 N70'03'51°E ~ 5" ~ 14" r ~ 7D.0 ~6' B 6Y>~~,, ®g" + 70.E 70.4®®11' PG =PAGE 6" 1D.2 ~ = ORAff INLET II' 7'12' 48'15'r ® 5' 18"6" 6, ~9 I L25 35.29 S88'10'41"E ~ Q ®12" ~9 ~ g 7" ®6,g. = SiD7M SEWER PIPE & MANIl01E PB =PLAT D~~A ®7` X28' s.r s.GD. OB =POINT OF BEGINNING 5'11' S• =SANITARY SEVER PIPE, MANHOLE, ClfANOUT k VALVE 46.77 N80'58'20"E s' 4 Is • 70.5 r r 5" 5 s B s ®s" ~g ® ®5'8' L RCP =REINFORCED CONCREIf PIPE POC =POINT OF COMMENCEMENT 7 21.8 { N85'05'14"E ®a TAG X465 . 7• I I® ®7• P A R ~ E: L III SANITARY LINE CMp =CORRUGATED METAL PIPE PLS =PROFESSIONAL LAND SURVEYOR Is` ~ ®T B' PAWT MARK pVC =POLY NNtt CHLORIDE PSM =PROFESSIONAL SURVEYOR & MAPPER L28 51.00 S73'54'18"E ~ sss ®B" 0. e' ~ O.R. BOOK 4499 DIP =DUCTILE IRON PIPE RLS =REGISTERED LAND SURVEYOR L29 54.60 ®9' fi9.9 R BOOK .2362 ® a's' 4~ s• N68,23 58' E 7• Qs s's' ®4' PAGE 656 s' L30 40.75 N41 43'07"E ® ~ ® 7o.D 7D.5~ . ss.e 12• 7D.2 7Ds ®s~ ®19~ ®12'B' 9`4'4' PAGE 2177 VCP = V11RIFffD CLAY PIPE R/W =RIGHT-OF-WAY Ts' 70'6 gel g -®--0 = APPROXI6IATE LOCATION OF UNOERGRIXIND SIR =SET IRON ROD 1 /2" LB 6113 Ifl ® 21 6 3 T L31 46.55 N28'10'56"E +)D.4 5' 13' S` ® ®s'4 ® ~ S 1®T' ~g• + 70.2 ®g• + 70.1 + 70.3 + 1a5 + 7a4 - C1' uG.L GAS LINE WITH CAS VALVE, CAS METER SND =SET NAIL & DISC LB 6113 IB' L32 58.90 N21'18'22"E ® ®s ® ®5®ts .4. 6• ®s. CL & GAS LINE WARNING SIGN S/W =SIDEWALK ®5'®159` 6. ~ =BURIED GAS lWE PAINT MARK SR =STATE ROAD L33 30.79 S18'03'S8"E ®s. ®4 ®5. u'n' ® ® 24• 12• I ® ®g 14' ®5°1~` 15• TS,T = 11TAFFlCSICN STY =STORY L3 ®5 ® ~ 17" ® s' 4 38.69 S15'22'40"W ® 5' S' 1a 9 5" ®7•®7' 10.1 ®5' ®=MAflBOX TBM =TEMPORARY BENCH MARK X15", 10"® ~ 6`1"8'15' 1~'~11 I L35 46.05 S16'S6'48"W s It' s' ® fo" ~ 7• q" 7• L36 42.88 ~ )o.a 5. ®6. ~ T 1D' 4• ®70.4 s' S 12 9" l11 15` ~ 13' s• 5` n TYP =TYPICAL q' T 10' (`d ®5' ~ ~ = UNDERCJ20UN0 TELEPHONE PA1NT MARK ( ) ~5"® ® 13' T.Jte. u.r.M. W =WITH 9' ~1D5 QI6" ®t3• ®tD. 6' 8' -~-T 0-= APPROXIMATE LOCARt7N DF UNDERGROUND WF =WOOD FENCE _ S01'59,44;;E UT ® 706 ®~io3 ® TY ® 6 L37 44.75 ~ • r s ~ S01'40 46,E Q ) 70.7® s• ®7 6' s flta a' )o ss 2 L38 43.04 S01 24 59 W +7os s' ® ® 4. 4' 70.3 7~9' 11'e' I ® 70.6 4' ®28' ~5" B ® ~5. ~ g• 1ElEPHONE CABLE WIRr TELEPHONE UTILITY BOx 6" UNDERCRDUIJD TELEPHONE CABLE WARNING MARKER 7D.6 + 1D.3 ® 6' ®IT ®T 7D.+ ®9.8• 11'4'9' ~ 110.7 9"®5~ T.P. ~ = IELEP110NE POLE L39 54.73 S03'45'47"W ® ®r s' 9 r ~9 ® r4' s' ®7D.1 . e" a• ~ ,gY' 6' q• ®6. +70,5 0 6 + 70.5 ® +,~j,,,T. FO,M d =UNDERGROUND FIBER OPBC LINE WARNING MARKER L40 51.81 S0T58'42"E J s' 4" ~ s7 9" 12' 11" 4 s ~ ® ® o g ~ 6 6'~ 8`10' S' S' 12 ~ b'9' 9, 11' 6' H• UNDERGROUND FBER OPDC LINE PAINT MARK q. ~ ®q• ~ ~ q• ®6' 6• 8" ~ 5•g• ® W-(CIS-~-= APPROKIMATE LOCATION OF UNDERGROUND WATER _J L41 55.11 S02'35'S9"E J m a` B• . ®5 ~ 7 ~ 4' 9t ® 12' ®1D' , 4• a r ~s' s. ® 15" ~ 24• 4. L42 48.4 506'14'08"W ~ T ® ~ ® ® r o . ° 4' s` ®4• ® 11.4. WL NNE WIRI FlRE HIDRANi, WRIER VALVE k MEffR ~ o ® ®8' 6'®® ® ®5~ tt` ;F =WATER NNE PAINT MARK IiPICAL SPOT ELEVATIONS ~ L43 53.16 S05'08'47"W W 70.5 7os~7 s~ s' s' s` ® 9• X10' ~fi' e" ® a o ®II• ®6. o ®I1' ~ 4' 8' ®5. ®9. ®e" ® ~1" -~~RWL APPROXIMAIL LOCATION DF UNDERGROUND REUSE WATER (IF SHOWN) L44 36.67 )uz 5' ~D.4 0 S82'55'50"E ®s' I' 4" WEST 112.00 s' s" n" ® ~ a' 4' q• WL LINE, REUSE WATER VALVE & METER TOP OF CURB ELEV. 96.65 EDGE OF PAVEMENT ELEV.96.t~ 4' ® 10' ~ ®4' q• ~ 4' r:R =REUSE WATER LINE PAINT MARK FIOWNNE L4~ CURB ELEV. 96.15 I L45 53.93 z ® ®70.4 5' s" to ® a 12• 24' S87 25 05 E 6` y LESS 5• 7D.5 . ®s' ® ® o ~ 12` ~ 24' 6" 9~j ®10' Ip' T q• ~ ~8' ®4 jt 4F 6' gtAIM LINK FENCE UNLESS OlT1ERWISE NOffD EDGE OF PAVEMENT ELEV. 96.18 ® g• ~ e ~17a4 GROUND ELEV. 952 L46 37.2:`,_ N89'11'26"E - I- F)a.7 ®r7 ® ®5, s 70,114'15'20"5" 7D.a s s 7. ~ ~ , ®7 ~7 ®®s' 712" 6 ~ • 24 70.7 centerline L47 31.3='~ _ N74'00'll"E ®B 9', s'6"5' s ~ ~ s' ®P 10'8' ® 69.9 0 = PARKWC POST (k4 BONARD 10P OF CURB ELEV. ~ centerline + 70.3 ~ B` f3 96.68 GROUND EIfV. 95.2 70.1 ®5® + 70.D T~ 5' 6' 9" + ~ 5' g" + 69.9 + 69.~~ ®=PROPANE TANK EDGE OF PAVEMENT ElE V. 96.18 + (,~,J L48 37.'i's S73'46'09"E Q_ Q ~e ® ® s IB O X13" 9t IS f ditch a' Of dltch 4' 4' ~ ® ®5` ®5' ~ 8' 4' 10" CONC. ~ = CONCRETE ~5, ®lq• 4, ~ • ®7• ®4' 4' 7+4, ~®j4 5' a. ®126. ®14` " 7" ASPH =ASPHALT -Y -Y- -J- = TOB OF BANK - I3~` 4' ® _ ~ ®7. 7• 15'15` ~ L49 40.96 S87'46'27"E J 4' s' 9• , ~ ~ 7~s' 14' ~ s` ~5. I I s' 14 ® ~ „ a• Z L50 34.20 S8T28'00"E ~ v ~ 7a ® ka~ I - - - - - - - =TOE OF SLOPE /CENTER NNE OF DITCH L51 66.73 S88'11'00"E s' 4' ® 10` 7" ~ ~ ®a• s'3` ' ~~3• ®4. 10 t0' ®5' ~ S'~54. ~56• ®4.3. ~8.3. ~ I N L~ 6.~ ~ = SCHEDUIf B-2 ITEM L52 45.74 ~ 70.7 57 ~ r ~ a a' 6` ®s 1D. ® ® 4 ®s' N87'44'03"E 5 4,~ s"s' 70.4 r ® ~ ®s' r ®s' 4' L53 66.34 N88'02'18"E B' n' r Q 1s 7D2 a` ®s9.e 5. ® ~)D.o 57 s 6"4' ~ ~ 12 ~ ~ ~ T® 16` 14" 7' 70.2 ® 5'10' 12' w I L54 82.78 N88'47 57 E +70.3 ® 5' 4' S" ® s' ® 7" B" T u" ss.7 ®12' 5'®5rytp' ®6+®ID.OIO` 5~ ®®8°• 45"'`~q' ®7" a. PROJECT: A Q ® 4 ® ~ 12' Qo ~ 6 9 69.9 ti L55 60.49 S83'23'02"E 4' ®r ® ® ®5• s' s'® ®13' S. ® ~ ®B' 69'9 ®®8. 6• +69.0 ®®®~,j4. +68.3 ®4' ~~6 JDi6 COACHMAN MULTI--FAMILY PARCEL ® g7 r 4 sB. 8.4 o. L56 61.79 S8T03'01 "E ~ ~ ~s' ® ® Qt 12• ~ ° `s` ~ ®4' ~ 1s" ~6` ®4. + 69A B ~ ®5. 4, 7• JD20 s7B TYPE OF SURVEY: L57 72.31 r ® ~ ° @t5' 4` 7• N85'35'05"E s' S• T ~ 12' S' w'g7 iv 13 5' ® s 4' 4` ® T ® 12` 14" 4®4~ Q4 ~ 7. ~5. 4 s. X67.9+' JD19 M L58 29.38 N89'30'25"E 70.1 4' r ® ®s ~ • ~ ` a" 0 a" ® ® 4' E L59 34.85 N51'S3'S9"E . ®5" s' ~a. ®5• ~ 17 ~ ~ ~ sax ° 4 ® 5 ~ 6' ® 7 s" 60.4 r ° L60 68.47 N89'51'37"E 703 ® ~s' ss.2 4. 4` 5' ,Os'0 5.5• ®9" I 4"IO' 1Jp2~t f 68.6 ~5' ~2~~6' ~ L19 68.2 67,J DOUNDARY ~c TOPOGRAPHIC SURVEY 4"10~ T ± 68.2_--t/~ X21 6` 67.9 PREPARED FOR: o ~ + 5' s' ® ® 4. ® a ~55~5` s'0 5' se. ®a ~ . ~ r4• 5• ® ®Ae.r~' r ~s ~ ~ I . ~ sa.o . ~ L22 678 S.W.F,w.M.o. JURISDICTIONAL BOOS DEVELOPMENT GROUP, INC. ® 69.0 ~ ® 9" 6 6 ~ ~ 2s" 4, ®a ssa s see 8'7 sa.a®®~ 5• / 3 00 4~ S B 4. FIR 1 /2° ®5` ® s 11• JD24 X23 2 WETLAND LINE ~ b ® 5' LB 6113 I N 2r 4 e® 14" Jll29 h 66.3 R FCM 3"X3" ° I' 6, 5" 5. - 67.9 1,2 T N 89'19' " a , W ° 59 W 225.48' JD26 40 , F ~ AssocrA ~s i~uc. 0 0 ® JD2 15 F s~ 1 t5 69.3 tea. ~1D' X89'19'59"E 337.48 , _ JD28 ~ ' 7.7 L25 In~F FIR 1 /9" rn C) -4 w jwu 29LINE SEE SHEET 4 X28 - g ~~O 67.5 LB 887 1-tTUr C S J IUIVAL J UK Vt TINU Ld 01713 ~a~ 2915 S.R. 590 SUITE 17 LATCH 3 Q 0 GDEPAI TMEN~ CLEARWATER, FLORIDA 33759 rn rn N 7 5-9-0 PLANNING TE (727) 669--0522 5-9-05 1 RWARMES x DATE DATE CHECKED BY: SCALE: DRAWN BY: JOB NO. SHEET DATE NO. REVISIONS 11-5-04 JOD 1" = 40' JDF 01-2990 1 OF 4 _ _ _ _ _ 1. SECTION '12, T0INNSHIP 29 S., RANGE 15 E., PINELLAS COUNTY, FLORIDA NOTES 1.FIELD BEARINGS SHOWN ARE BASED ON THE CENTERLINE OF PALMETTO STREET ASSUMED AS BEING S.89'18'09E. 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTLITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE FACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEf'INED BY THE FEDERAL HIGHWAY ADMINISTRATION. UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND Tf1AT 15 TO 30 PERCENT OF THE NO RECORDED AUTHORITY FOR UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. THIS 15.00' STRIP HAS BEEN PROVIDED TO THE UNDERSIGNED. 4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, RIGHT-OF-WAY SHOWN IS BASED ON WILL BE AT Tl1E RE-USERS SOLE RISK AND WIT{10UT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE PINELLAS COUNTY TAX MAP, CITY OF CLEARWATER ATLASES CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED T0. AND EXISTING OCCUPATION 40 20 0 40 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. mulch drive . T ~r ~~~°j~~x~~ 6. TIIIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR O _ - _ _ ENVIRONMENTALLY SENSITIVE AREAS. 66.95 69.26 , _ _ _ _ - AT - - 69.33 +fi9~ 69.,7 0 O.R. BOOK 299 15.00 RIGHT OF WAY PER PL SCALE:1 "=40' .,8.96 EED BOOK 18 PAGE 108 ~ ~ PAGE 321 AND D 0 6, o 6 6fi s9 05 EAST 1 /4 7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD --r--+--- GD31 h69A0 6949 fi9.71 69836999 ~~69B9' G 75 :69.59 z 6052 ."6951 6932 9:28 S 8918 09 E 674.40 F _ 10:22 ><PPROXII.ihTE I OCAIIt~"J ro 11 FN&D X66' s>i 7s ' 66.55 CORNER INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120230 0185 D, EFFECTIVE DATE SEPTEMBER 30, 1992 (MAP INDEX NUMBER 120230 0015-0500, EFFECTIVE DATE JUNE 30, 1999). POLARIS ASSOCIATES, INC. AND THE SIGNING OF 4 GAS UN~ PCR~ 70.30 - ~~76i1T ~ x'6998 '65Ii L+~-._„ ~ - 1 Z-2g-~ 5 SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, ~ THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER CLEF NA'TER'GA5 AfiAS PINE(_LAS GRAVES LOL I INE s9s5 - _ 69,86 sgs2 697s ~ 69.61top;of bgnk a9si 69.16 - _ ~ _ ~6?.35 - - - - - - 69.22:' FNBCQ SUCH MATTERS SHOULD BE CONTACTED PRIOR 1'0 ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE - 69.30 _ 6 U.~.~~+ 68.2 +60.4 ~ - - 6 67,7 67.5+ 67.9 67.5 67.7 Centerline of ditch s76 + 660 67.4 66.766 68:2 69,09 ~ ABOVE REFERENCED MAP STATES IN 711E NOTES TO TIIE USER THAT "THIS MAP 15 FOR INSURANCE PURPOSES ONLY". 70. ~ B U'~ p'P.P. ~ O.R. BOOK 2915 8. ANY ZONING INFORMATION SVIOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE E 69.23 ~ g' 5 6 6 Y 5 , 6" 6 4 4 I' `8 PREPARATION OF THE SURVEY. TIiIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO 12 g" • ®13" ~Y 4'-0. } 6 ~9.1 bWf 6"® 4' = 18" -66.88 69.24 PAGE 35 n top of bank 4• ~ , 6 _ _ ' 4 7" 6" 4' 6'B' ~ 7 1014' - - - _ - ANY DETERMINATIONS OR DESIGN. ~ ~4' f 4' ~ 6" ®®6. R/W LINE BY TAX MAP FIR 1 2" 15' - ~yq q q ® / EXISIING RIGHT-OF-WAY LINE I I 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMEITS SIiOWN WERE FURNISHED TO POLARIS 5' ~~I I•~"r' V ~ ALL 7' L8 6113 ®s s s 6' S' S" 5' g" APPROXIMATE LOCATION OF 12" RAW ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, ® ®1s' ®4' 1Y• WATER LINE PER CITY OF CLEARWATER TREE LEGEND DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY. 8= I3AY TREE 10. DESCRIPTIONS AND EASEMENTS SI10WN HEREON WERE TAKER FROM A FIRST AMERICAN TITLE INSURANCE COMPANY 4'4' s' 6' 5.6.7, ®4' WATER ATLAS 2808. NOT FIELD VERIFIED. 4'13'13` 4 g• 4. ~ Y~ ®4' 14 BOTTLE BRUSTI TREE COMMITMENT FOR TITIE INSURANCE, COMMITMENT NUMBER FAC-C-8291, EFFECTIVE DATE OCTOBER 01, .2004, AT " ~ ~5 69.5 1011 10 4 5'®~' ~ ®4" '-+69.34 CAMPHOR TREE 8:00 A.M., ISSUED BY RUDEN, McCLOSKY, SMITH, SCHUSTER & RU5SELL, P.A., AND ADDRESSES THOSE ITEMS OF ® +69.4 +69.2 6•iD• +69.5 + ® 4 ~1.6. 69, J +69.J 69.4 6' 6` q'6"8' S•4' 5' 69.2= ` 4. 8` ® ~6, 69.4 ~ 5' ® 5 ~ = cEOaa SCHEDULE B2 OF SAID POLICY AS FOLLOWS: Qo =CHINABERRY 1REE g. ~ 014. s. ®=anus TREE ITEMS 1 TFIROUGFI 9 ARE NOT MATTERS OF SURVEY. ® ~7' ®4, 4' ®5' ~6. 6' 4'g'g' Q = CYPRESS TREE ®6' 10' ~5" ® 5. ® 5' 8' 4, ~1 Q=ELM TREE ITEM 10 -ITEMS ON THE PLAT OF PINELLAS GROVES SUBDIVISION ARE SFIOWN HEREON. . 6" ~5, 1D" Q = EUCALYP R/S TREE MACNOUa TREE ITEM 11 - 111E SITE IS SUBJECT TO AN AGREEMENT FOR DEED RECORDED IN O.R. BOOK 13731, PAGE 212. CAN 4'S 7 ® 7.9• ®=MAPLE TREE NOT BE DRAWN I-1EREOld. ®=MULBERRY TREE 5'6" ® ®7• 16" 69.45 + ~ ,-.i-68,63 +fi9.fi +69.5 ~ q'yt69.5 69.6+~J4 g• +69.5 ~8, 5'6" 69.5 6, 70.0 ® 4' 5" 5 5. oAK TREE ITEM 12 - NOT A MATTER OF Sl1RVEY. 5' 4. ® 10' 6 ® 89 ~ T4' ~6" oTFIER sPEaES 11. WETLAND POINTS SFIOWN HEREON WERE SET IN THE FIELD BY ECO CONSULTANTS, INC. 1523, 8TH AVENUE WEST, 4 5 ® ®II" 8, ®7 " ®5" ®5 =PALM 7aEE =PECAN TREE PALMETTO, FL. 34221 AND WERE FIELD LOCATED ON 09/09/02 AND APPROVED IN THE FIELD BY MR. RICK PERRY 1U® ~B 7' PERSIMMON TREE OF TFIE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ON 10/4/02. REFERS TO WETLAND POINTS 1 THROUGH ® 4` 4' S' 6" ® 5" (~j +~=PINE TREE 33. WETLAND POINTS 34 TIIROUGhI 60 WERE FIELD LOCATED ON 11-8-04. PUNK 1REE 10~~2D" ®10'12" 4.Y®"~8'8' ~ ® ®6 td 4" ® I I srcAMORE TREE 12. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION COURTNEY R, 70.7 ~ 11' s 1I"® 5' " 11" 69.3 Y 1" " ~ 69.84 Q= wax MrRnE TREE PID AG7020, HAVING AN ELEVATION OF 24.83 NORTH AMERICAN VERI1CAL DATUM, 1988. TAG p467+ID.3 5'S' +69.7 ~ , ~®7 +70.0 +69.7 +70.1 ® " 5• ~ 10 14' i 10,07 B,lf ~ ® ~5 5' ® 4. II 8' 10'12" ~ ® 69.6 5, 7 D = WILLOW TREE 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST 111tH. SMALLER TREES, NON-PROTECTED SPECIES (INCLUDING ORNAMENTALS} AND TREES WITHIN 6, ~6 4 s ®Y ®®6' 11.11' S" " ® ® ,ID'la'~' ~ s'®~ JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. I'^' ~ 01 11" 5` 0" ~~jj LEGEND (iJ 20' 6 ~ ® 70.0 " ®g, • 5` ~ 10 6.:: ~ +69.7 +69.1 +fi9,9. +B. 1' +69.8 5' 4,g, ®5 ,~6 ~5 5` I6 Fl0.23 I I I:V.M. Q = UNDERCROUNU CABLE TELEVISION MARKER T.V.B. Q =CABLE TELEVISION UTILITY BOX BLDG =BUILDING ~J ® B'~ ® ~70.0 6 69,9 Q lal X5'9'1+' 6'~it"5' 6' 7'7' !P;% Y p,p, ;y =POWER PIXE (C) =CALCULATED DATA 12' S' S4'. ® ®75' `70:01 ; LINE TABLE D.N.L. -.,rr--~„-- = D~ER]]EAD uNES CCR =CERTIFIED CORNER RECORD W ®69,6 4" v: 5.6" 13" ~10' 6. ~2D' 6•g• 69,95' ' ~ 494 ~ LINE LENGTf-I BEARING CP• = COMB1NARaJ POLE (POWER/P]fONE/CABLE T.V.) CLF = CFIAIN LINK FENCE L.P. gyp( = LIgIT POLE CONC =CONCRETE 5 g' ®g,5. 5' 711" 12' ® ~ 12• Lt 39.41 S40'25'49"W c.L.P. = cDMBWanaN & ucL]r POLE CPB =CONDOMINIUM PLAT BOOK ~ 5. Y 8 ~ 6' ~ )8:11' L2 45.96 S01'02'52"W COR =CORNER GP A' = IX/Y PIXE DB =DEED 8001( L3 54.26 S08'28'32"W MP ~ = METER P01E (D) =DEED DATA ' ~ 10.2 g, 70:U+7046 5, ~ +69.7 ~ • +69.9 8' ®6.{` ®6'8' L4 61.53 S01'0T14"E =GUY WIRE EP =EDGE OF PAVEMENT 15 l~ . ®4.5"6• ®16 69J 5• 10` . L5 52.20 S01'11'42"W ~ = ELEC1RIC UTILITY BOX (TRANSFORMER) EL =ELEVATION 5 ®4' 13 69.7 70.0 7• ~1T ~1' 1Y I I L6 71.76 S12'50'52"W APL = UNOERGRDUND POWER PAINT MARK F/T =FENCE TIE g' 69.9 l_7 29,70 S05'49'51"W ~ =E(fCTRICALDUREi (F) =FIELD DATA L8 46,45 S16'01'06"W ~ = ELECrRic uRUTY DoX FOOT =FLORIDA DEPARTMENT OF TRANSPORTATION 8" Y 4' 4• 8'11'4" ~ ® ~ ®5 T T FCM =FOUND CONCRETE MONUMENT L9 58.99 S25'13'39"E OO = fLECTRTC METER FIR =FOUND IRON ROD ' 01 5.57" 12 7, Y ® ~ 5' 12" 12" 12" ('~j14~ ~ L10 55.44 505'20'02"W = DECarArrvE uGrlr FND =FOUND NAIL & DISC ~Rw 5` 4` ~5' )0`LG' ® 69. ~ ®5' S' 6"16 70.20+ 70.42 L11 38.75 S05'40'05"E € 1= =APPROXIMATE LOCADON UNDERGROUND POWER LINES FOP =FOUND OPEN PIPE +70.5" +7D.D ® 5 6 7 ® 70.0 ~19 Ols"5.5.5,6. 5 5• ®5• 10' L12 74.94 S33'07'41"E QM =MONITORING WE(L FPP = FOl1ND PINCHED PIPE L13 24.73 S44'0T49"E ® = unuTYMANTIaE FRRS =FOUND RAILROAD SPIKE ®11• ®6 6 69.9 5" ~&9.9 ® g`g ® =PEDESTRIAN CROSSING SIGN IE =INVERT ELEVATION L14 52,42 S64'18'21"E rs.B. ~ = TRAT}lc sICNAL unNrr eox LB =LICENSED BUSINESS 13"5" 0111• 4' .P. ' L15 50.31 S69'43'34"E T.S.P. =TRAFFIC SIGNAL PIXE LS =LICENSED SURVEYOR ,9"® 3 2 I I L16 86.65 S73'11'54"E STORM alRe INTEIS MAS =MASONRY ®6• ~ 6.5• 16' 13" ® ~o 17 ~ L17 39,13 551'32'38"E ~ ~ ~M]TER~D sECR ~ 0/A = OVEIRALL RECORDS BOOK 69.5® 71 • I 6' L18 53.34 N70'31'06"E L19 71.42 S82'24'12"E ~ = FLARES ENO sECriav PG =PAGE TAG 66 12"IS' S. e. 5' 70.4 5• ~ 5' F 70.39 PB =PLAT BOOK L20 46.55 N68'13'28"E ® =GRATE INLET (P) =PLAT DATA 601 ®1B J0.5 _ ® X94 X16• L21 37.20 N77'12'36"E "'°°'~=STORM SEWER PIPE & MANHOLE POB =POINT OF BEGINNING fig, L22 44.20 N85'14'58"E S',~-S'~0'®---~= sANIrARr sEwER PIPE, MANHOLE, aEANOUra vALt~E POC =POINT OF COMMENCEMENT lg" 70.3 27" 10.9" ®18" L23 41.49 N65'56'44"E L RCP = REWFORCED CONCRETE PIPE PLS = PROFES510NAL LAND SURVEYOR SANITARY LINE C41P = CORRUGAIFD METAL PIPE PSM =PROFESSIONAL SURVEYOR & MAPPER ®5 ®5• 1 6.7.8.12 L24 51.10 N70'0351"E PAINT MART( RLS =REGISTERED LAND SURVEYOR PVC =POLY VINYL CHLORIDE L25 35.29 S88'10'41"E R/W =RIGHT-OF-WAY ~6• ®6' iD'®°g O.R. BOOK 2890 ®4" ® 15' g' I SIR =SET IRON ROD 1 2' LB 6113 I L26 46.77 NBO'58'20"E vGP = N~rF~ED aarPPE / 6" ~ 017. ® 9. 70.2 ® ,70.;3 PAGE 499 L27 21.84 N85'05'14"E G --[~-p =APPROXIMATE LOCATION OF UNDERGROUND SND =SET NAIL & DISC LB 6113 12" ~ 705 T 15 ~j5 ~ 9. 23. ~ w ® 7" 5" 70.2 19 L28 51.00 S73'54'18"E ~G'• - u.c.l. GAS LINE Wl]N CAS VALVE, GAS METER S/W =SIDEWALK 14 . ~ • 10'9 ~ 5 6'8"16" 6'11" ®®1077 70.4® 7U.5 5' W L29 54.60 N68'23'58"E a W GAS LINE WARNING SIGN SR =STATE ROAD =BURIED GAS LINE PAINT MARK STY = STQRY •®8. 13"10' • B•6 4'4' 1' 9.6, 5' ~9. L30 40.75 N41'43'07"E TS.Y = iRAFFlC SIGN TBM =TEMPORARY BENCH MARK L31 46.55 N28'10'56"E = MA]LBDX (TYP) =TYPICAL 8' Y4 ~ ® ~ ~ 6'59.9' ®6• ®2'• ~ Q 8' ®B'T5' B~ .9• ~15~ ® 7 ® P ® {jp L32 58,90 N21'18'22"E ~R= UNDERGROUND iELEPIIONE PATNT d]ARK WF =WOOD FENCE 6' 016"~. ®10' 8" 6 6" ' 8' 11' 4 8 70.7 ®g~5"6`6' ® ~ L33 30.79 S18'03'58"E ruB. o-T UTM.Q-= APPRDXIdIAIE LOCATION OF UNDERGROUND L34 38.69 S15'22'40"W IELEPH0IJE GABLE w1111 ]EIEPHONE Ul1UlYBOX UNDERlX20UND TELEPHONE CABLE WARNING MARKER 017 9" " T 7011 + 11.0 6 ® 70.14 - 170.49 L35 46.05 S16'56'48"W T.P. ~ = 1ELEPHUNE POLE L36 42, 88 S01'59'44"E F.O.M 4 =UNDERGROUND HBER OPRC UNE WARNING MARKER ~ 104 5' 70.7 8' ® 14 14` ®5 ILO 8'10" 18' 6' 9"®5. ® 16' L37 44.75 S01'40'46°E UNDERGROUND FIBER DP11C NNE PAINT MARK 11" ~7"YIO'15"4' ®71.2 T16' 22• 4• 71.4 ® 12' 8, 14• 4~ 6' ®4' L38 43.04 501'24'59"W -~""""?rww--- {y--~-= APPROXIMATE LOCARDN OF UNDERGROUND WATER WL UNE WITH FlRE HYDRANT, WATER VALVE k METER 6' 6• 1D' 075 7' ® 1" L39 54.73 S03'45'47"W ~ =WATER UNE PAINT MARK TYPICAL SPOT ELEVARONS ® 4' 1'10" ~6 ®5 8' L40 51.81 S0T58'42"E R,W.Vb+1R4Y! APPROXIMATE LOCATION OF UNDERGROUND REUSE WATER (1F SHOWN) WL UNE, REUSE WATER VALVE & METER TOP Df CURB ELEI! 96.65 EDGE OF PAVEMENT ELEV.96.1g, ~ 6' 4' Y ® ®8• L41 55.11 S02'35'59"E ~ =REUSE WATER LINE PAINT MARK FLOW(INE OF CURB ELEU 96.15 'F L42 48, 42 S06'14'08"W = 6' CHAIN (INK FENCE UNLESS OTHERWISE NOTED EDGE CY PAVEMENT ELEV. 96.18 GROUND E1EV. 95.2 4" ~ 704 ® ..70.7 L43 53,16 , S05'08'47"W m =PARKING POST OR BOLLARD EDGE OF' ~ SENT ELEV gs6g~ GROUND EIEV: 95.2+ ®20.16' ~0.8 ®6. 07~b•~• 5' I6' 10.7 ®12' S, 5' 6'~ 70.0 7(1.41 i + 70.2 ~ ~ ~ Y ®1 ®103 1D' ®=PROPANE TANK L44 36.67 ! SB2'55'50"E coNC. ~ = coNaTETE 8' ~0.2 I1" ~6, 014+ 10' 8' 7'6" 15' S' Q " ~ ® 8"4' 5" 5" ®11' ~ T Q~9, 5• I s 4 5 ® 6 6 6' ~ l~ 5• I L45 53.93 SB7'25'05"E AsPH ] = AsPIIALT ~ -Y -T- =TDB of DANK g, 5 9, ~9' ~ 24. ® ~ID`5',~6,®7 7' ~ Y ~ 0 ® 7.3. ~ I4' S' 12" 10 ~ 6" L46 37.23 N89'11'26"E G ~ I I I ~ ~ - - = i0E DF SLOPE /CENTER UNE GF DITCH ® ® ®B~ 4' ® ~ 13 01 6 " 6 6 ~ ® 8 5' ® J L47 31.34 PJ74'00'11 "E V ii @@ Q =SCHEDULE B-2 ITEM L48 37.19 S73'46'09"E ®g' ®10' 12" ® 5" 6, ~ L49 40.96 S87'46'27"E PROJECT: ®7 ®9 B" II" 6. ® ® ~7. X11 w ~6. ® ~ 4' L50 34,20 587'28'00"E COACHMAN MULTI--FAMILY PARCEL 104 ®~ti7 ®6 6' " ~ 10.7 70fi5 - + 68.9 5" ® ®9" ?0.7 5 5 z L51 66.73 SBB'11'00"E w 5` 69.9 6' ~ ~7 ® B' 015 LP. - I- Q 69.1 ~ ~ 8' ® w L52 45.74 N87'44'03"E TYPE OF SURVEY; L53 66.34 N88'02'18"E DOUNDARY & TOPOGRAPHIC SURVEY ~ 5 7 6" G" ~ ®5 6' L54 82.78 N88'4T57°E ~ JDl7 4.+,5, ~ Y ~ 6. ~ X4.5"7` Q- Q rn ~ ® I I L55 60,49 S83'23b2"E rv ®~•3 M g• ~J -1 68.3 ~ 4' ®1o"a° 11" L56 61.79 SII7'03'01"E PREPARED FOR: o A Y ®70.8 L57 72.31 N85'35'05"E BOOS DEVELOPMENT GROUP, INC. o C l g ~ J ® 13" 5' N 6" 0 7 d. o D 16 ~ 7" 5" 69.2 B' ~ ~6' ~ 1 6 L58 29.38 N89'30'25"E L59 34.85 N51'S3'S9"E , ® ® 70.4 68.0 ®@9.s L60 68.47 N89'51'37"E ASSOCIATES INC. 3 \ " 21' b Cis JD15 ~6 011`7' ®5"4"4"4" > S.W.F.W.M,D. JURISDICTIONAL B• ®7" 1' ~ u~rri nnm i ieir fiA5 ~1 PROFESSIONAL SURVEYING L@ 6113 0 VVCILHIVU LINE 69.~'6'gU 6` 7 B, 9' LP O C) H 2915 S.R. 590 SU17E 17 MATCH LINE SEE SHEET 3 MAY 2~ 2005 CLEARWATER, FLORIDA 33759 3 (727) 569--0522 Q of 5-9- 5-9-05 1 ADDRESS TREE ISSUES SHEET N DATE CHECKED BY: SCALE: DRAWN BY: JOB NO. DATE NO. REVISIONS 11-5-04 IOD 1" = 40' JDF 01-2990 2 OF 4 z DATE x 1 MATCH LINE SEE SHEET 2 SECTION 12, TOWNSHIP 29 S., RANGE 15 E., 5' fi' ~ 12• 6' 20' S• 8 7, 14' 68.3 4. ® iris` S.W.F.W,M.D, JURISDICTIONAL ~i• JD13 ~s.1 70.6 s' e WETLAND LINE ~fi Qt6 68.1 ~s ~1s' 1s PINELLAS COUNTY, FLORIDA ®8. 8' 8" , ~8 5'® 5" ~i' ®8• ~ 5' ®5. l.P. 71.20 8 ~ 69.9 I I ® ®9. 69.3 Q ®13' ~b12 Q2s' ~ w 8.8 ~5. 5` 7 s• ~ ~ 8'7' ~ ~r ~ ~ ®68.9 ~6 ~ G .P ~ g' 11.33 21 D11 • w 1D' ~ W X10 iD sa.7 fi• I V Iw g' . 1' ~.J 5" W U` Q 12~ 5 8'9' Q21' d 5 a 5 ® ~ Q 10" m 40 20 0 40 o ®T r 12 SHWi ® y' ~ ~ ti~ , 67.14 s9.2 (n 68.fi 5. 1Y 71.36 " t^x~'LLL~ ~l ins i~`"~'a.~ T a 1~i 6" SCALE:1 "=40' 13' +65.8 t7 JD 10 ® 9` ~ 2JQ ®o.J 68.7 T LP. ~ ® ® 6• I I 13 68.3 Gl. . 8 6' 6" ® ®8 12' 1146 9 ® O JD9 Q 7' 36` 68,5 s` 11' ~ioa 71.0 J ~ TA yy470 ® ®13 tt m , ~ I TREE LEGEND I ~=BAY TREE tp r T8" 12' W BOTTLE BRUSH TREE 71.46 7 8' z CAMPHOR TREE J~ ®5' UB 9 s, 15'4' 1-- CEDAR ' ~a =CHINABERRY TREE 68.4 ~ t2` CITRUS TREE 14 7• 5•fi• F ~ ~ Q = CYPRESS TREE ~2• ® Q 15 ~ ® ®2? m Q = ELM TREE Qi =EUCALYPTUS ]REE Y -1 • JD7 it cl.. Q = MAGNOLIA TREE 5'9 68.7 1J"l .:ir 7149 ~ I ®=MAPLE 1REE 12• APPROXIMATE LOCATION OF 8" WATER LINE I ®=MULBERRY TREE =OAK TREE • PER CITY OF CLEARWATER WATER ATLAS Q = OTFIER SPECIES s's's`s'to'15' 1 2808. NOT FIELD VERIFIED. ®=PALM TREE ®=PECAN TREE 70.8 6' •J ®9. PERSIMMON TREE 70.J 1fi' 1D' Q =PINE TREE 69.7 11` ® 6" 71.452-' PUNK TREE SYCAMORE TREE 7.88'8.9• 5 Q= WAX MYRTLE TREE + 66.2 JD6 fi• I I ®=WILLOW TREE 6.9 7` 1• 'd' a' r 1J' ~ tr Ir®s • ®sss ®~7~ 10' SHW5 ®s ® 9` = 67.06 + 12`12" 7"9' LEGEN D ~ WATER ® 11.34......1: T.V.M. B '=UNDERGROUND CA[TLE IELENSION MARKER W 66.72 ®r W s' TSB. 8 = CABIE TEtEMS1oN unuTr Box BLDG =BUILDING PP. ,o' = PowER PaE (C) =CALCULATED DATA 23' ®9. 70.1 8' D.U.L -~.--,H.-- =OVERHEAD LWES CCR =CERTIFIED CORNER RECORD W 9.1 ~ I CP. ~ = COMBINADaJ POLE (POWER/PHONE/CABiF T.V.) CLF =CHAIN LINK FENCE I LP ;mr = ucHrPaf C~PB =CONDOMINIUM PLAT BOOK 14' B GLP. = cvMBINanDN ~ ur>!Ir POLE COR =CORNER t3 ,r 15 28' 1r ® 7'8 GL LINE .TABLE G, p. ~Q( =curpaE DB =DEED BOOK ® ® 1Y 71,33 LINE LENGTH BEARING M.P. ~ = METER POLE (D) =DEED DATA = CUY WIRE EP =EDGE OF PAVEMENT ~ 71.3 7' [.P Lt 39.41 S40'25'49"W ~p = ELEC11tIC UTILITY BDX (TRANSFORMER) EL =ELEVATION J' fi• L2 45.96 SOt'd2'52"W ~a = uNDERCROUND POWER PAINT MARK F T =FENCE TIE L3 54.26 SOS'28'32"W =FIELD DATA 10'11" L4 61.53 = fLECrRicnL ouTLEr S01'DT14"E ® = ELECTRIC unuTr eax FDOT =FLORIDA DEPARTMENT OF TRANSPORTATION ®JD4 io 9' 8. L5 52.20 SOl`I1'42"W FCM =FOUND CONCRETE MONUMENT 9.1 s• • OO =ELECTRIC ME1FR FIR =FOUND IRON ROD I L6 71.76 S12'50'S2"W = DECORAnVf ur>trr FND =FOUND NAIL & DISC ~r 71 I • 70.5 s' r L7 29.70 S05'49'S1"W F r` = APPROXIMATE LOCABON UNDERGROUND POWER UNES FOP =FOUND OPEN PIPE 13' 1r 11~~ L8 46.45 S10'01'06"W ~ = MaNITDRINC wELt FPP =FOUND PINCHED PIPE L9 58.99 S25'13'39"E ® =unurYMANHaE ERRS =FOUND RAILROAD SPIKE J®69.4 ® 8/"~ L10 55.44 S05'20'02"W ® =PEDESTRIAN CROSSING SIGN IE =INVERT ELEVATION • • T6•, 3 ®14 5 4` 6 is.e. ® = TRArrrc sIGNAt unurreox LB =LICENSED BUSINESS L11 38.75 S05'40'05"E T.S.P. = TRAFFlC SLGNAL POLE LS =LICENSED SURVEYOR L12 74.94 S33'0T41 "E siaRM cuRe INLETS MAS =MASONRY JD3 s` X16' s' 9.0 t L14 52.42 564'018'21"E ~ t~~ ITER~D SECTLbtT ~ 0/A = OVEIRALL RECORDS BOOK ~s• L15 50.31 S69'43'34"E ~ = FIARED END SECTION PG =PAGE • 1fi' S' 9 ® ® t ' 7i.~J I L16 86.65 S73'11'54°'E ~ = ceaTE INLET PB =PLAT BOOK 69.8 70.1 26 6" TEMPORARY L17 39.13 S51'32'38"E °--~--~D =STORM SEWER PIPE & MANHIXE (P) =PLAT DATA POB =POINT OF BEGINNING r w BENCHMARK 15' L18 53.34 N70'31'06"E s.~ S.CD =SANITARY SEWER PIPE, MANHOLE, CIEANCUT & VALVE POC =POINT OF COMMENCEMENT ® ty u ,NAIL IN POLE L19 71.42 S82'24'12"E L RCP =REINFORCED CONCRETE PIPE PLS =PROFESSIONAL LAND SURVEYOR L20 46.55 N68'13'28"E SANITARYHNE ~,Tp =CORRUGATED METAL PIPE PSM =PROFESSIONAL SURVEYOR & MAPPER JD2 2e' ~ EL = 72.18 69.1 d ®s' ®10' PAINT MARK PVC =POLY MNYI CHLOR1Df RLS =REGISTERED LAND SURVEYOR L21 37.20 N7T12'36"E DLP =DUCTILE IRON PIPE R/W =RIGHT-OF-WAY ~ ®17• 17'7 L22 44.20 N85'14'58"E VCP =NiRIHEOCLAYPIPE SIR =SET IRON ROD 1/2" LB 6113 v 11.4 ®9' 72.1 L23 41.49 N65'56'44"E G = APPROX1MATE LDCAlION OF UNDERCJTDUND SND =SET NAIL & DISC LB 6113 15.00 RIGHT OF WAY PER PLAT + a9s~ 1124 AND DEED BOOK 18, PAGE 108 sss Joso JD1 y® 71.0 ®s' IDa6 , PP. L24 51.10 N70'03'51"E UGL G4S LINE WITH GAS VALVE, GAS METER S/W =SIDEWALK 87. 69• 2 ~ X69.6 0.0 70.7- - TAG ~469~7 +71.1 ® 11.18 I 70.2 berm 70'3„'_ 11' berm ' 7 2` 71.7 71. 71'7 ,o' EXISTING RIGHT-OF-WAY LINE I L25 35.29 S88'10'41"E a k GAS LINE WARNING SIGN SR =STATE ROAD ~ =BURIED GAS HNE PAINT MARK STY =STORY L26 46.77 N80'58'20"E i5,,. = TRAFNC SIGN TBM =TEMPORARY BENCH MARK 9 • .J 5 87.7 ""-.#1Y:69.9 / X0.5 - - - - - '49' W 675.51' JD58 JD59 66.9 67.1 67.4 70.3 7~ +71.7 7~-® ®9" L~ I °1 ~ 70.95 - L27 21.84 N85'05'14"E MAl~ox (TYP) =TYPICAL sss ss;,,t 61.3 s s ~ " 6D2 centerline of di ch L28 51.00 S73'54'1B"E ~ W/ =WITH :F =UNDERGROUND TELEPHONE PA1NT MARK - • ~ ~ 89. a al 9. a5 r 3"x14'ERCB 56 0 . ` Ito io t • 6s.7 0 • top of ~ 70.5 7o s' 7I4s L29 54.60 N68'23'5B"E rue. u.TM. WF =WOOD FENCE _,Q_r~_=APPROXIMATE LOCATION OF UNDERGROUND ~ ACRE LINF_._ rs• 7U•2 ~ 7o.D1 Bonk ss-s 463''- 7DS IR 1/2 1 , 11:26 aJ o _ * rs. s9,9o ~b.s4 Ji•37' 7as5 M .R. BOOK 2918 - . 1a6~ I B' 6113 gig 7os o Dls ~-looa o:30"~ -~7os 7n~ PAGE 35 L30 40.75 N41'43'07"E TELEPHONE CABIE W11H TELEPHONE U]TUIYBOx L31 46.55 N28'10'56"E UNDERGROUND TELEPHONE CABLE WARNING MARKER +fi9,8 69,8 T.S. ,0? +18,31 7 8• ~ - - + 1020 ~ 76db15~ 70 B3 7109- 1179:; 71,S8i - T.S. `--~V~/iR~ i~ 7x29 1p 2° lOQ9 70.J5 ~ - ~7ppA8 1 7056 TP. ~ = lE[fPHONE P(Xf L32 58.90 N21'18'22"E EULf 0 = UNDERGROUND FlBER OPDC LINE WARNLNG MARKER 69.95' 170.41 ~ 68:4 9 98 )D.17 -16.25 70 35 0.81 7144 71,15: 70.21 70.39 RA'~L 16 :<7a90 L33 30.79 Sl8'03'56"E FH• UNDERGROUND HBER OPDC LINE PAINT MARK ' 69.98 5 - .,068' 45 R W ~ t- - - 7os7 RIM=72.56 r ~28 77pp 70.n - L34 38.69 515'22'40"W -LS.~- W-~-=APPROXIMATE LOCADON OF UNDERGROUND WAIfR - - 2 UT~ L.P. - - - - L35 46.05 S16'56'48"W WL TINE W11H FlRE HYDRANT, WATER VAL1~E k METER >f =WATER LINE PAINT MARK TYPICAL SPOT ELEVAROMS 70 9 /0.55 - - - ~ - - ro.2Q INV. , = 69,3 APPROXIMATE LOCATION OF 3" WATER LIN L36 42.88 S01'59'44"E -B'W'~?wRWt -f~-= APPROXIMATE LOCA11pV L~ UNDERGROUND REUSE WATER (IF SHOWN) L37 44.75 S01'40'46"E WL LINE, REUSE WATER VALVE k ME1ER TOP OF CURB ELEV. 96.65 EDCF OF PAVEMENT ELEV.96.1(~ INU. S. = 69.29 P' ~ PER CITY OF CLEARWATER WATER ATLAS Q 1.4 ` =REUSE WATER LINE PAINT MARK fIOWLINE OF L'URB ELEV. g , L38 43.04 SOl'24'59"W eE ~ 6' CHAIN UNK FENCE UNLESS 01}TERWISE NOTED EDGE Q'' PAVEMENT ELEV. 96.~8~ GROUND ELEU 952 (1„~ 2808. NOT FIELD VERIFIED. GJ 7°.53 70.26 L39 54.73 S03'45'47"W s =PARKING P05T OR BOILIRD TOP OF CURB ELEV. g6 68 GROUND ELE1! 952,F~ 70.35 V P ~ p• L40 51.81 S07'58'42"E ®=PROPANE TANK EDf# L1` PAVEMENT ELEV. 96.18 CONC a' ~ ',z =CONCRETE ~ RIM=11.64 A l.. ~ CJ L41 55.11 S02'35`59"E ASPH C~ =ASPHALT TOB OF BANK CK 1 ~ ~ LOT 21 LOT 20 P ~i LOT A L42 48.42 SO6'14'08"W g ~ ~ ~ ~ _ L43 53.16 S05'D8'47"W ~ ~ G I ~ ~ 1 + - - - - - - - =TOE OF SLOPE /CENTER LLNE Of OLTCH "1 BLOCK M , E. = 69.45 BLOCK M G / BLOCI< 2 P INV. N.=69.21 _ Cj L44 36.67 S82'55'50"E ~,J L. Q = SClIEDULE 8-211EM / INV. W. - 69.28 ~J L45 53.93 S8T25'05"E P L46 37.23 N89'11'26"E PROJECT, L47 31.34 N74'00'11"E COACHMAN MULTI-FAMILY PARCEL L48 37.19 S73'46'09"E w ' o Q L49 40.96 S87`46'27"E TYPE OF SURVEY; V ~ SKYCREST TERRACE SECOND ADDITION a L5D 34.20 587'26'00"E BOUNDARY 8c TOPOGRAPHIC SURVEY PLAT BOOK 34, PAGE 65-66 • M K L51 66.73 S88'11'00"E M N `I O V`'.• L52 45.74 N87'44'03"E o G N L53 66.34 N88'02'18"E PREPARED FOR: L54 82.78 NB8'47'S7"E BOOS DEVELOPMENT GROUP, INC. O L55 60.49 S83'23'02"E h TERRACE LAKE ADDITION L56 61.79 S8T03'01 "E b PLAT BOOK 38, PAGE 10 N L57 72.31 N85"35'05"E r ^ N u, L58 29.38 N89'30'25"E ASJ ~li~A ~5 ~Nli. a 0 L59 34.85 N51'53'59"E L60 68.47 N89'51'37°E PR~FESSI~NAI_ SURVE YING J?_R 6113 C) O, rn N b4 2915 S.R. 590 _ SUITE 17 3 A E CENED CLEARL~ATER, FLORIDA 33759 'o rn (727) 669-0522 z 5-9-0`. 5-9-05 1 ADDRESS TREE ISSUES MAY 12 22005 x DATE DATE CHECKED BY: SCALE; DRAWN BY: JOB NO. SHEET DATE NO. REVISIONS 11-5-04 JOD 1" = 40' JDF 01-2990 3 OF 4 --I- PLANNING DEPARNEW C11Y OF ClEMWA YER fUATCW UNE SEE SWEET 1 .SECTION 12, TOWNSHIP. 29 S., RANGE 15 E,, - ~ ~.a ~ O ' ~ 8.8• ~ O 15" ~ I I O ® ~ 4• ,o. JD3i I I I PINELLAS COUNTY, FLORIDA Z 67.9_ .s. I r~ W 4• I ~ ~ ~ W ~ +69.9p 4. O 1D. ®68.7. Q M IO" ~ ~ 16"8' 5'4'4" v d- Q 70.0 ®5• ~5' S'J 32 o n- ®e' 8.2 69.44 15' 1. 5. ® I I ® ~ I +69.9 I I ~ I I ~ FCM 3"X3" ~ I SANDSTONE Vin" J 33 I 7.6 ~ f O I 69.16 40 20 0 q0 + 65.9 Q ~ I F PtY+L. ~ }w L`, '~w'~~'M~ 6{AAA A ~)~K!~~ J I 5" JD34 ® 67.9 I I m I J +69.6 I I I SCALE:1 "=40' I I +ss.o W z I 68.82 LINE TABLE - +69.5 p{' JD35 I- I ® 67.8 SHW3 LINE LENGTH BEARING LINE LENGTH BEARING 67'12 L1 39.41 540'25'49"W L31 46.55 N28'10'56"E W ~ Q + L2 45.96 S01'02'52"W L32 58.90 N21'18'22"E ~ J I ~ SHW4+ SHW2 L3 54.26 SOB'28'32"W L33 30.79 518'03'58"E 67.09 67.05 L4 61.53 S01'0T14"E L34 38.69 S15'22~40"W L5 52.20 SOt'11'42"W L35 46.05 S16'56'48"W ~ I ~ I ®r I I I WETLAND L6 71.76 S12'50'52"W L36 42.88 S01'S9'44"E I 68.54 JD3fi I I W 68.4 I L7 29.70 505'49'51"W L37 44.75 S01'40'46"E LB 46.45 S10'01'O6"W L38 43.04 SOt'24'S9"W I +69.4 WATER ELEVATION L9 58.99 S25'13'39"E L39 54.73 503'45'47"W I r m (10/17/02) L10 55.44 505'20'02"W L40 51.81 S0T58'42°E I j~ m N 0) 66.72 L11 38.75 S05'40'05"E L41 55.11 502'35'59"E 6s.4 I s rn ~ ~ L12 74.94 S33'0T41"E L42 48.42 S06'14'OB"W +I to +66.1 JD37 L13 24.73 544'0749"E L43 53.16 S05'OB'47°W L14 52,42 S64'18'21"E L44 36.67 S82'55'50"E I 68.85 00 68.3 3 I L15 50.31 569'43'34°E L45 53.93 587'25'05"E I N 11 ~ 12 o' P /'1 I \ C E L III L16 86.65 S73'11'54°E L46 37.23 N89'11'26"E I- rn +69.4 ~ r I I Z I I o f I L17 39.13 S51'32'38"E L47 31.34 N74'00'11"E ~ z I I I L18 53.34 N70'31'06°E L48 37.19 S73'46'09"E ~ r ~ I 10" I ~ L19 71.42 S82'24'12"E L49 40.96 58746'27"E L20 46.55 N68'13'28"E L50 34.20 S87'2B'00"E W ~ F- M ~ <1J Z ~ ® 6JD38 ~ O ~ I I fi8:6 L21 37.20 N7T12'36"E L51 66.73 S88'11'00"E +ss.a tr ~ d ~ N I 0. R. BOOK 3739 - ~`3 ~ ~ - , ~ , L22 44.20 N85'14'58"E L52 45.74 N87'44'03"E W d d- W M 68.51 ~Aarc ~ N65'56'44°E L53 66.34 L23 41.49 N88'02'18"E W ~ ~ PAGE 347 N ~ Y ~ O +69.3 J ~ "~i f , , , ~ L24 51.10 N70'03'51"E L54 82.78 N88'4T57"E t ~ ° ~ .,y~" ~ : L25 35.29 S88'10'41 "E L55 60.49 S83'23'02°E I d d I o Z O a. O ' L26 46.77 N80'5$'20°E L56 61.79 S8T03'Ot"E ~m a I o ° ~ d ° z ~ fib, L27 21.84 NB5'05'14"E L57 72.31 NB5'35'05"E I yl "~K ~ w ~4r,, z d ~ I JD39 +6fi.2 I i p ~ Y 68.1 1< ~ L28 51.00 S73'54'18"E L58 29.38 N89'30'25"E v ? o I I I I ~ q r,?" ~ L29 54.60 N68'23'S8"E L59 34.85 N51'53'59"E W ~ ° m I Z Z Z IQ- ' A~~ ~ ~`9~ !'~(I ~ ~ ~ ~ e~ . L30 40.75 N41'43'07"E L60 ~ 68.47 N89'51'37"E d~ O J I fi8.35 4"4' z o v a ;;t ~ ~ ~ LEGEN D a ~ } ~ ~ ~ I +69.5 m J_ ~ 00 Z ] I r I d ~ ? ~ a ~ ~r ~,r = LV.M. ~ =UNDERGROUND CABLE 1flENSION MARKER ~ , g ~ 'r' ~ BLDG =BUILDING ~ ~ ~ ~ , r.ua d = cne~E TELEt7sla~ Unun aox C =CALCULATED DATA ~ Z O I l~ " P.P. p' =POWER POLE ( ) ~ W CCR =CERTIFIED CORNER RECORD } p ' JD40 ~ Z I 68.6 F~, ' 'T O.ML -,»~-~sr-- =OVERHEAD LINES ' `'E.~ ~ ~ ~ ' ' ~ ' ~ CLF =CHAIN LINK FENCE r ~ ~ 9 ` a " GP. = COMBINAnON POLE (POWER/PHONE/CABLE T.V.) Q ~ ~ I ~ ~ A~,~3 y. L~ r~~ ~sr~ ~ W CONC =CONCRETE ~r~ A, 'i p M , ~ A ~ LP. = UCLIT POLE I I W 66.3s ~ S.W.F.W.M.D. JURISDICTIONAL I I CPB =CONDOMINIUM PLAT BOOK I ~ r~ r t` ~ye~ ~ ~ ~ ~ CLP. = COMBINARON & UCJIT PLkE GOR = GDRNER r'~'` y a I +69.4 o WETLAND LINE I ~~,YJ u _ _ ~ ~ ~ C.P. A' = C41Y POLE DB =DEED BOOK J I ' MP. p' =METER PME (D) =DEED DATA ~ ~ =cur WIRE EP =EDGE OF PAVEMENT ~ I . ~N 6I ~ 4~~°, ~ ~ ~ ~ = E~ECTRic unulY Box (TRANSFORMER) EL =ELEVATION i I JD41 a~^' ..:a d s' ~ - ~ 1 pL = UNDERGROUND POWER PAINT MARK F/T =FENCE TIE 68.4 J ' I A. 1 4 j ..m, ~ ~ = ELECiRICAt ouTtET F) =FIELD DATA rSsu''~a ~ ~ =ELECTRIC URUTY BOX FOOT =FLORIDA DEPARTMENT OF TRANSPORTATION ~:wl ¢ ~ f, I ~ ~ ~ ~ $f FCM =FOUND CONCRETE MONUMENT ~x - ~ " 0 = EtfcTRlc METER FIR =FOUND IRON ROD W 68.80 c q` ~ W z I r ~e`~' ~ s ~ ~ = OfCQRADVf UGHT FND =FOUND NAIL & DISC J d ~ t`~ fir:" ~f ~ ~A z~¢ -f E~ = APPROXIMAff LOCATION UNDERGROUND POWER UNES FOP =FOUND OPEN PIPE I ~ , ~ ~ ~ ~ ~ = MaNITDRLNC WEU FPP =FOUND PINCHED PIPE T ~ ~ ~~I~~~"°~~ I I ~ a~ -i~~ .i.. ~ d , ~S~ ~t, - k ~ ~ ~ r~.~ ~9+~ ~ _ ~ ~ ~ ® = unuirMANHaE FRRS =FOUND RAILROAD SPIKE d ~ I ~ ~ ~y~~,~ , I I ' ~ ,ae r ` tir +66.1 ® = PEDESTRIAN CROSSING SICEI I +ss.o ~ ~ ~ Vii=, ~ + ~ a ~ ~ IE =INVERT ELEVATION ' ~ ~ s~ ~ a i 1~ ` TS.tt ® =TRAFFIC SLGNAL UTILITY BOX LB =LICENSED BUSINESS z~ , H I +70.1 ~a ~~il tyy~ I Aa V; n ~ Y ~ ~ ~r ~Y Y ~ ~ ~ ~ ~ " T.S.P. =TRAFFIC SIGNAL POtf LS =LICENSED SURVEYOR ~ S10RM CURB INLf15 ~ I fi8.4 r l;` 1 n~`~ I ODD 8• C~itii rS J"~~~a'~ dr'~y ~ t ~ ~ ~ ' ~ ~ ~h`' re; nn MAS =MASONRY P,~ 0 A =OVERALL W W I ~ , ~ r J l> ~ti~'+ r~ et c I °'s k i ~ i ~ Z ~ !L a3 r ~ d ~ x gn; us} I Q u , ~ Q ~ ~J ~ ~ ~ OR =OFFICIAL RECORDS BOOK ~ ~ ~ , :~..l~r 4~' ~ =MITERED END SECn / - 3 tY I 69.0 f ! ! ' ~ ~ ~t ~ ~ .11 i i~ ~rd 69.26 N ~ r ~,'tia T:1i+ *.'7~"~I S:~.r~~r ~ ~ ' ~ 4 ~y~ =FLARED END SEC110N PG =PAGE Q ~ I d' ~ ~4 ~ ~ p 1 ~ ~ 0 Fp i i ~ ~ ah ~ . ~ _ ~ w 6r PB =PLAT BOOK F ~ 4 ~ ~ ~ ® =GRATE INLET P =PLAT DATA I ~ q b ~ ~ W F ' ~ ".t av~ liL r .+~kn t' ~i ~ ~ a ~E3 ~ •••••~•~••••~=STORM SEWER PIPE k MANHOLE OB =POINT OF BEGINNING " ' ~ ~ ' f~`4 ~ S.V s.Ga POC =POINT OF COMMENCEMENT ° I ~ ~ 1~ {{E iiiw ~t r(~y5,] d I... ~ ~3 ik, ~n 14, j' _~p a ~ ~ A ~ r ~'V.~ ~ ,~p =SANITARY SEWER PIPE, MANHOif, ClfANWT ii VALVE ~ O ~ '3.~ fA ¢ ~ a ~ I 67.7 ~ ~ ~ ~ s , . ~ x ~'z I _ ' ' +...,bd ~ r~ L RCP =REINFORCED CONCRETE PIPE PLS =PROFESSIONAL LAND SURVEYOR SANITARY uNE ~p = CORRUGATED METAL PIPE PSM =PROFESSIONAL SURVEYOR & MAPPER . I I SOUTH RIGHT-OF-WAY UNE o. ~ o I PAINT MARK RLS =REGISTERED LAND SURVEYOR PVC =POLY NN11 CHLORIDE I OF MARILYN PINES CONDOMINIUM APARTMENTS a a N DIP = DucnLE IRON PIPE R/W =RIGHT-OF-WAY VCP = NTRIFlED CUY PIPE SIR =SET IRON ROD.1 /2" LB 6113 I 68.84 y. J ~ ~ c -~-0 = 'PROXIMATE LOCARON OF UNDERGROUND SND =SET NAIL & DISC LB 6113 N 89 21 49 W 1013.26 OVER C•V U.GL. G4S LINE WITH CAS VALVE, GAS METER S/W =SIDEWALK - - - - ~ ~ 15.00' RIGHT-OF-WAY PER PLAT ~ cas uNE WARNING slcN SR =STATE ROAD +ss.6 AND DEED BOOK 16, PAGE 333 15.00 RIGHT-OF-WAY PER PLAT ;~'=BURIED GAS UNE PNNTMARK STY =STORY °o ~ ~ s a 1 se 3 FALLS IN WATE GRATE=68.82 FIR 1 2' ~ f N89 21 49 W 337.75' 48 s1.2 NORTH RIGHT-OF-WAY LINE o - LB 61122, _ sz3 COULD NOT SE FALLS IN WATER AND DEED BOOK 18, PAGE 108 LS.T = TRAffIC SIGN TBM =TEMPORARY BENCH MARK COULD NOT SET ~os5 ®=MAILBOX (TYP) =TYPICAL INV, N. - 65:02 L44 sl. - - - - + JD45 ~L45 87. JD46 6~47~-11" 694~'~-~ 61.0 JD50 ~,1Il51,~s~7.2edge of water fi7.2_ ~~5 _ GROVE LOT LINE sT,4 szs N 89 2 n W/ =WITH 72 _ _ _ ~ =UNDERGROUND TELEPHONE PAINT MARK WF =WOOD FENCE _ _ _ _ INV. S. - 64,82 7a4 FIR 1/2"i--8~------ 69___B~_-67, 69.1 68.5 JD49 ~4 6B~.~JQ 68.~i'" _ . - 70.6 - - - 68.3 t0 Of a(~n< fi9.8 ~ 69.1 L =-~5 JD54 °o L54 = 67• edge of water 6 ~ - ' - - I:UB. ~_T O.LM. u =APPROXIMATE IOCAnON OF UNDERGROUND o RIM=69.94 + + +10.2 la + ' +70.5 +70.4. ~~69.9- - L 69.0 69.3 a ' l5 f - lf(EPTIONE CABLE WHH IELEPHQVE UnU1Y 80X _ _ s9.5 taP of bank 69.5 J~5- 6- B9,A UNDERGROUND TELEPHONE CABLE WARLJING MARKER +69.D +6&9 a - TT:4- ° INV. N. = 64.69 + 6s.1 +s - lo.e _ 'alas top of bank 70.2 LP. = TELEPHONE POLE - - 69.3 693 ~ +69.1 +69.4 +69.7 F.O.M4 =UNDERGROUND FIBER OPTIC UNE WARNING MARKER fi9.7 o fi9.1 0 INV. W. = 65,00 sss +lo.0 9'7 lal _ - - ss.5 69.1 67:4 66,7 ed e o INV. E. = 64.93 ~ » - sse - - ss.i r- g f water ss.fi - - . , , _ _ F.tL ~ -UNDERGROUND FBER OPnC LLNE PAINT MARK . _ _ _ _ 21 WITH 18 LINER INV, W. - 65.56 1 66 - - - - - 69.0 6 •D3 69.36 69.67 ---~?N- W--®-= APPROXIMATE LOCATON UNDERGROUND WATER _ _ E = 67.30 ~ A R I L_ Y_N S TR E E 7 WL LWE Wlnl FlRE HIDRANT; WRIER VALVE k METER W W DRAINAGE souTH RICNT- - 67.2-~--_ ~ = WA1ER UNE PAMTMARK APICAL SPOTE1EVAna'JS ~ ' sl.fi OF WAY LINE +66.7 CONTROL •-OF-WAY LINE - 68r 2 -~''~'?~RWt APPROXIMATE IOCAnaV OF UNDERGROUND REUSE WATER (IF SHOWN) ~ ~ STRUCTURE RE SE WAIERWU ERPAINT MARKER FiOW INE OF CURB E EVV. 86g6'65 EDGE OF PAVEMENT ELEV.96.18~ = 6' CFIAIN LINK FENCE UNLESS OTHERWISE NDIED EDGE OF PAVEMENT ELEV. 96.~8~ GROUND ELEV. 952 ~ ~ ~ ~ DETAIL = ~ ~ TOP EL. 68.1 fi ® = PARKWG POST OR BIXLIRD TOP OF CURB ELEV. 96.66 GROUND ELEV. 95.2}. LOT 1 LOT 12 I ~ LOT 1 5.7 PARK ® =PROPANE TANK EDGE OF PAVEMENT EIfV. g6,1g, ~ " BLOCK J BLOCK J Q I ' I BLOCK L ~ 2.65' OPENING EL. = 66.93 TERRACE LAKE d I p 6 TREE LEGEND GONG ~ = GONCREIE 8AY TREE ASWI ~ =ASPHALT I ~ I ~ ~ -T ---r -T- = TOB Of BANK ~ (D ~ (rd I ~ ~r~ o s " `?71 ~p ~ ~ *~~~~.~4 as A' ~ ~ 80771 E BRUSH TREE B ~ - - - - - - - =TOE OF SLOPE ~ CENTER LINE OF DITCH Y ' ';~D+ -SCHEDULE B-2 MEM A ~ 64;} Q= CAMPHOR TREE Q - ~T ~ , ` ~ ~ ®=CEDAR - ~ 1 ~ , ~ r ~ f ~ c~'~ ~ 00= CHINABERRY TREE I ~ ~ ~ ~ ~ ~ ca s, t , ~ ~ ~ -;5 , ~ ~ , x ~ = clTRUS TREE PROJECT; x ~ ~ 7 '4 ; ~ ~Or ~ ~t~J _ `;r, ~ ~ ~ .,a ~R~ Q = CYPRESS TREE #a 4::. . COACHMAN MULTI-FAMILY PARCEL ~ ~ ~ ry Q =ELM TREE t ~ > ~ ~ ? ~ ~ o EUCALYPTUS TREE A . >E ~~:I ti~' ~ s ~s " S' r r~ J` L d`fi I _ I~ I V , 4 ; , ~ ~ ' ~ ~ ,~G~„ ®=MAGNOLIA TREE ,~r ~r ~ ~ ~ ~ o= TYPE of suRVEY: OUNDARY & TOPOGRAPHIC SURVEY ~ SKYCREST TERRACE FIRST ADDITION , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ s ti"~1~ ~ F v.~. a e PLAT BOOK 34 PAGE 52 9 " ~ ~ : I ~ ~ SKYCREST TERRACE SECOND ADDITION , ~ rJL'^" I S ~'+f ~ ~r ~ = MAPLE TREE ''r~,A r ~ r..~ ~=MULBERRY TREE v, ~ :J~ w,~ y,l,' ~ n4_~ ~ a PLAT BOOK 34, PAGE 65-66 e%t, ~ s• ))y~`; T y ~ ,~+fi~1 s OAK TREE j~, ,4~~~,~ j T 4 OILIER SPECIES PREPARED FOR. BOOS DEVELOPMENT GROUP, INC. • ~ . n v ~ ~ s~#~.t ' O e ~ y' 4, ~~i'n4" iy~{ v rr M N g~ t~. f, ~ :'~:r 1.r K a. 1 ~ V~, ~ ~ - PALM TREE l~ i 0 . I I4 ~A 9 F. E~ ~ 7~ k~ 3}.d~$ ~:f r~ , ~ ~ i ~W ®=PECAN TREE c"9~ ~ ~k ~ PERSIMMON TREE on ~ ~ ~ , ~ g ,y. 4 'ti,~. .fi ,t •}r'~` ~ , ~ + ~ ~ =PINE TREE ri ~ ,BH.N ~it,,°d~it tee" I ~A rib ~4 l:,T~r t r ms + ~ x. PUNK TREE ~ . /'1J S ~l~lA i G S INIT. V, k^r~" ` w ~12F t t~'~ SYCAMORE TREE v ' ° ,G~7'~~~ ~ . y N~~kw. ~ . -n r..JIn,71fd~L ..~1c: Yl~ ~ d~~~ ..n a= wAx MYRTLE TREE PROFESSIONAL SURVEYING L8 6113 ' ~ = VNLLOw TREE s 4'~i d4b FWP^~P' MUM'S ( 2915 S.R. 590 SUITE 17 Cl `t CLEARWATER, FLORIDA 33759 o ^ Z005 (727) 669-0522 5-E 5-9-05 1 ADDRESS TREE ISSUES DATE CHECKED BY. SCALE; DRAWN BY: JOB NO. SHEET z DAi DATE NO. REVISIONS 11-5-04 JOD 1" = 40' JDF 01-2990 4 OF 4 ^ml u 2? ?8 ?o? ??„^??d N i ~ I ~ % , ~ . _ .r - ~T Fl,. / ~O. , s _ - ~ ....................m.....,,.,.....„,.„,„„,,.,.~,....,„ v 1 ...~rr.rwx . .w.w.w.m...„ »...wr..~reeww ..v. / , ~ T. ._..._._........_...M.,... Y~ i M.......~ I I I ..................,~.,.,.,.,..~..~.._..,....~..,,.~.....M..........,._ ~..M..........,._.. I ..w..........,......,... • 'I ! I ~ . 0 ~ ~ I ~ I I I (I I ~ ~ I - o i 'I ~ ~ i ~I ~ j I 1 l . _ j ~ ~ I ' ~ i ; ` ~ i ~ • , A www n ) ....vw•r. ~......y~~........,. . _ .r / i ~ ( 1 I i . +ww~ f ~ _ _ ? _L.~-~..._... ~~i.y _ _ 1 ~ _ _ v w.xwm+.snwmvx~wwryw~nv..r.rw.w+r.x.n ~+vaww..ww~wwx.~vvw+x.wr.w.r.xrwnxw.w.w.~nti.m. wuN..river.~xw•~n...x....«.wM1nxnwn.....w.wnw.r~rn..~.~.w~nww.wr.~r.ww.ww•r..e. ' r.........s........~..n+..~w..wrwwn....~vw.......~....w-................+~+w+.n w.........u+...~w.w..r-ww...w+.v.•rww..+rnwvxwwr..... ~ 11 5 1 ~.I i . ~ rr_._._ i, , ~ ' . ~ ~ m.._.._......... I ~ , I' I I ~ I i i is , I l ~I I ~ I , I i ~ , II ~ ~ ~ w..._...~._...._.............._ G I I : , ...__t. j Tf - _ . _ ~ I I~ ~ J' r ' i ¦ I ! Ii ' i i ~ E 1 ~ ~ ~ I f 1 i i i 1 i. I I I ~ ~ ORIGINAL 1 r.e.. ~.n~.nerovr I ~i vwur.. rnnr...........n x...~n.v.~~~n..vn...owuv { { ~ ~ ~ j I ~..~.....w-- i .,,.,..~„n~,. i ~ _ i W...,.._. w.~~ PLANNIiV~ ©EPARtMENr ~ ~ . CI1V OF Cl~ARWAtER I i ~ CASE # e~c DTpas „ ED i CASE Np ~z UATE CDB DATE o-s5--- SIGNATURE DATE ev - ;5 0 ~s ._,.i r~. = --J . r , f , _ ~is"~ _ J ~ r~. . _ / _1 ._.y__ . _ $ J _ _ _ A__ O . _ - , _..__...,......_.M.......,,.. 1 - - i , _ - - ~ i T _ r i..r.. • u ~.~~~nnr.r.w .....w+.rrnw~~+~•..v..w..i~.r....•x.~+•rm , ~w - ~ i ~.-+n.w.n•wux.:.~.. x~w..wmx.n•i.n.~awuw•..r..w«..w.•.m.n.ivro.wrx+wr, M....ro~rnuvae~~yr•vurwvh ~.r. 1 ~r~rvvvn.,w•wn•.wmw,..~.....•-,•.+.n.•nr+rrr-.».....~........wr.ww.wmr~w.u.rv~ f 1 , u 1 , _ J y .~.__~._.__w..._._____W,. M'•T s ~I i ~ . I ~ • ~ I 0 I ~ ~ • . , ~ ~ I I fi ~ i ~I d ~ i ~ F i ~ ~ ! ~ ~ I , ~ ~ s ~ f . I ; ~ w...... i ; i ~I j i r l ' ' F r `F _ _ , 1 ti . -mot - . xx rm'mmvawwuw . ~ .u~..~..~rw•+.w•xw.•rnww~a.ww•eewnrwvww•r.ww•nir.wrw•nx•ru.w.~•+x~•.r~nrrw...inn......r+w«vrw+•«ax..w•....,wwrw~~~, - _ . _ 4 _ .M„.~.~.,..~...~......,,~..~,,.... _ _ _ _ 1K_t v.~...-...~.....++.srw • Yw...+.nw..wwnw..ww.~wrr...~ ~vn..wurnn.......v.r... ~ r.wr~»..nvww..rr. ' 1 S ~ .I f ~ i if ~ ~ I j~ 1 ' - ~ ` .n... I „ r ~ ~ il-- I i 1 ~ a r , I I ~ E; i i I ~ ~ ~ ~ i r ~ „ ~ ~ .L..~_._. _ 4 ~ t ~ t ~ I ~ ii ~ ! i ~ ~ i ._.l , -_......W... _..._,~__,......_...w.,.....__._.......,_ i .......j. ~ ~ ii i .~..W :rte I ~ w ...,...,,._.,.,,R••~, f 1 I I I ~~^~ry{{jpeJ V v.w._.,.._. MbR 7COS PLANNING DEPARTMENT i CITY OF CIEARWATER t a6~~~~~~~~L i ~I i f i i , ' ` ~ i ~ ( ~ ~ ~ ; i . i ~ j ~ 1 ~ ~ I i i i i i l ,,,u~...,...~,.,.. ~ i I ~ i ~ _ ~ ~ ; ~ E ~ I i ~ I ` i i ....,._........w........, ~ ,....w.~.,.,.,. ~ j i j f f i i i I i i ~1 --1 r..~ - ~ ~ ~ • 156-0" 1 2 ~ M ~ ' W p . a ° A301 A301 ~ o a , /0/y/ ¦ ¦ ¦ • I~ Z ~T • - ~ ~ LANAI I LANAI • , . 0 ' LANAI ~ LANAI • . ~ • . . I. , Z ~ o . Z o • Z Z .B ' , . . , V1 a • • ~ W a N . a I I I - . - - - - - - 'rr u I , o - - - - - - - - - I I a~ rr re I I I I o a I d I ~ W W o . I ~ r ~ ~I. ~ I ° 4 A II ~ m v • ~ ~ I - I I I I I ' ~ UNIT A I , - I I; UNIT B - ' UNIT A ~ I° ~ ~ • • ~ Z ~ 'o ° ~ • . ~ , n I UNIT B II II o r, U N REVERSE - ~ REVERSE II ' ~ _ . , . II .FIN. FLOOR I FIN. FLOOR , II ii FIN..-FLOOR • i IN.•.FLOOR I ii ' . ~ ~ N I II i a ~ ' r II I II ~ Q M y . ~ I ~ ¦ ' ~ I I i I r' r-°-----• . ~ ~ I ( I Ir ~ -Ir Ir r---------~ ~ ~ j r----------- • ~ i ii I i i II II II . I II ~ I I I II I II II II II I I ® ® ~ ~ ` ' II II ~ - T I+I- - I- 1 I VIII II II • I II ' II II II L II II. II • ~ L--------JI d IC------ -JI IL--------• ------------J. , L------ --J , L--------- II II , II I A2o3 IL--------~I ' ~ I. . ' • ' I , . I • ~ , 0 . II II II LI ~ W II ~ LI ~ ~ N r • ~ ~ ~ i . 'r ~ / ~ a , I1 I \~r ~ , / ' \ / \ i. ¦ , o. I1 ~ , ¦ I II ~ W . ~ . I II ~I I. I I . ~ II. . IIN ~I ' I II ~ ~ FX I I I ,I • LI I H AIL.. AN IL ~AN IL i t I I I I ^ TY i FX i i i i i• X ~ ' I I I d' , I ~ FX I P• TY . I ' N I - X FX _ ~ ~ W Tk • • ~ t~ I . . I ~ I I .'I . ~ I _ _ ' . ~ - I • ~ w~ • . I . ~ ~ ~ I I r-- i` I I o a ~ I A ~ _ I BUILDING AREA TABULATIONS : . „ , r • WALL o ' • ; ~ ~ . I ~ 3.-0 `6 c~ I 3 j '-6' 3'-0° ' , Z GROUND FLOOR; SECOND FLOOR:. ~ I ' • ° I - A301 ~ ~ I . • O . COVERED ENTRY ~ _ I r- • 220 sf COVERED ENTRY ' 0 ' I I I GARAGE 2 514 sf GA A ~ ~ ~ I I ' RGE -0- , , • I YP. , OLID .WASTE C NTAINER.1 ~ ~Q V HJ _ I JI A D VEHICLE 'S ACE. ~ ~ .LANAI ' 588 sf ' LANAI 588 sf -i ~ r- -i .LIVING AREA 6,384 sf • LIVING AREA 7;816 sf ABO ~ ~ ~ i r ~ ' ~ WA BO ® ~ O TOTAL 9,706' sf TOTAL' ' 8,404. sf ~ WALL ABOVE WA ABOVE ~ ~ W ' ~ ~ LUMIN M AL MINUM • A~ • GATE • N ¦ . AL MINU , , • GATE , . . • I' 1'-7 '-4" 3'-6" 3'-4" '-7" 1,-7 ~ ~ _ " 3'-4" 1'-7 " ' . ~ DRIVEWAY 4" -4 3 -6 3 4 1 -7 AS PER SIDEWALK MAX. 4 DRIVEWAY 51DEWALK MAX. AS PER ~ ' • I. . • ~ `0 SITE PLAN SLOPE. 1:20 ~ I 'SLOPE 1:20 SITL PLAN . (TYP) 16'-2" ~ ; • 16 ~I ~ r-. ' • ~ - t'. SCALE: 1/8"=1'-0" . ' • • • 1 2 A301 301 I ~ • F-+-i ' ' I . I , ~ F-~-1 , I Q I~ III ¦ ~ W • ~ ~ . ~ Ii ~ SwF'{ ~ • I V1 • rrr ¦ . ~ I I , • , I • I I. I I NN , •I I I'. W , • ~ I I. I • I. • • I UNIT C I I I • ~ I. I UNIT D I I NN I W / ~-1 UNIT D ® ; UNIT C I - ~ ~ . . e ' o I e o I a a I~ ° i REVERSE ® ~ '~I REVER•SE ~ i • ; ' • . , ~ ~ ' ~ I I I I ° 'a ~ . - - I I • I I I I , ~ . ~ • I I . I I I I I II I A203 I ~~'I I I . I i I I I I _ I O I ~ I~ b'r V , I r-~ L_~ I I I ' . I I I -c. I • • . oSITE~ Pl.A~ AP~~OVE • ~ I I .I - . I CASs; # • . G.?~ro?s• o DRAWN BY: ' • L • ii , I ~ ~ CASE.TYPE a,~. dCC • i I I ~ • • ~ ©RC RATE as; o~ .oS ' ' I ' ~ , I ' ' CDB DATE • o~ ~ Z~.of DATE: 02-23-05 SiGNAT U RE REV No. DATE DATE m~. .a. , S. ,C ~ , . ~ . ~ CRICKET ' ' . ii I n RICKEY o n a I ~.'l'i jj a r- o ® I . '~J ® • ~ I ¦ , °o ~ I ~ a "I I N I I I , I • i I i I , ~ I I I . I • • roe ~o~ e ~ I ~ I I I ' ~ ~ I , I , _ I I I , I I I ~ FRl' T. T P ~ I i I i ' ~ I. I I ARAGE WALL I I• 'I . o I j BELOW 1 I GARAGE WALL I I i ' j BELOW j ~ ~ SUBDINSION /PLAN ao I . I I ~ I I • o I, j • I I ~ I MAY..12 2005 B-UNIT I I I , s ~ ~ I ~ I I i I ~ I I ' I I I „ I I . I I I I I I , I I i I ~ ~ • ' ~NINGDEPARTMEI~t• I JOB No. • ; . ~91~0~ ClEARINATER • • II I I I I I i • E ' i i ~ ~ • 2005-014 V GARAGE WALL i ' 7 o BELOW A001-8 UNIT o o N SHEET No. SECOND FLOOR PLAN 8. U N ITS A p SCALE: 1 /8"=1 '-0" L i V V A ~.co"Mr. r MR mt. Home Co*Muon OF W M o • a~~ o ~o Q . 0 W • . ~ • ' ~ C Z ' • ~ • • ~ z Z o • W ~ ~ • ~ ® a v • . ~ W w m~ • V ~ ~ • Z ~ ' ~ w • = U N PEAK OF ROOF d,_ ~ ~ • ELEV' = 28'-8"t ~ ~ ~ M • Q a 1 1 1 ~ ~ ~ • 1 . 2. ' . ' 8 1 B • 1 6 8 6 6 6 ~ ` 6 ' TOP OF TIE' BEAM I ~Illiiu~ ELEV = 19'=4" 2 2 2 7 ® 8 3 ~ • • ~1 O ~ ' 1 1 SECOND FLOOR FIN. FLR. ~ rl ~ 7 7 0 I ~ ~ ~ ~ ELEV = 10'-O" ~ y ~ ~ ~ . • o o a o a I DD • 11. • ~ i 0 . ~ ~ N ~ • GROUND FLOOR FIN. FLR. O ELEV = 0'-O" R~ g 5 x 2 ~ A405 ~ Ir-~ • ~ ~ ~ W • • ' • ' - ~ SCALE : 1/8"=1'-0" e z~ . ~ ~ o . ~ ~ ~ ~ Z • • ~ PEAK OF ROOF ~ ' . ELEV = 28~-8"t ' 1` . 10 ~ • • ? 10 ~ 1 6 6 6 6 , ' ~ TOP OF TIE BEAM ELEV = 19'-4„ . • ~ 1 ~ • 3 2 ~ 1 • . ~ 2 • ~ ~ 7. I ~ ~ ~ I I 4 4 . • CRICKET SECOND FLOOR FIN. FLR. 7 CRICKET ~ 7 • • ELEV = 10'-0" • r~, rT, • . . 3 W 2. • ~ 12 2 2 2 ® 12 ~ w ' ~ ~ GROUND FLOOR FIN. FLR. ELEV = 0'-0" . • ~ • • 11 5 • w ('w~ . 4 OPP ~ ~ 1 A402 5 5 1 OPP 4 TYP. HAND A401 A403 A402 402 A403 HAND A401 TYP 1-~-~ ~ . . W . SCALE : 1 8"=1~-0.. / -0° ~ ~ F-~ h+1 ' ' • ~ ~ O • F • KEY TO MATERIALS • • 1 . DRAWN BY: • 1 . ? CEMENT TILE ROOFING SYSTEM AS RM • SELECTED BY DEVELOPER • 6 10 ? PAINTED DCC FlNISH DATE: 10 - 31 - 20D3 • PAINTED D.CC ACCENT BAND; REV No. DATE ' 3? SEE SHEET A202 FOR DETAILS ALUMINUM GUARD, 42" HIGH, • , 4: 4 4 4 I ® 3 WITH WEEPINGHOLES . 3, a5 METAL GARAGE DOOR;. PAINTED ' . • ' ' • 2 7 7 2 J • ~ 6? ALUMINUM FASCIA - • i b .i ? ? 7? ' 'ALUMINUM WINDOWS • N Q . ~ ' ' O - ® 8? DECORATIVE FALSE SHUTTER ~ E ~ N ~ • ® METAL ORNAMENTAL PRIVACE GATE I LJ DESIGN BY OTHERS W P C ' • 10 ALUMINUM FRAMED SCREEN ENCLOSURE • ~O~T , TP~~~ . O V T . 11 LIGHT FIXTURE ~ ~ ' , ' ~ . . ~ ~ 2 TYF 1 ~ 12 6" RAISED PAINTED DCC ACCENT BAND ~ ~ SUBDIVISION ~ PLAN o 2 a ~ ~ ~ ~ A401 A40, A4D, ~ ELEVATIONS ~ m o m rn 3 ~ ~ ~ ~ ~ • JOB No. ' . ~ RF~QR ~I F~1/ATI(ll~l - R I INIT. RI III fll~Ir : ' . 2003 003 I\ L ? \ L_ L L V l N I 1 v 1 v v v I v 1 v v 1 1_ L./ 11 v v SCALE o° p n MAY 12 2005.-. A201 N pO N - - - O9,NI~G DEPATME~~ SHEET No. ®FCLWAR A201 0 COPYR M mm Mte Home Comonuon OF ~ ~ ~ ~ ~ ~ , ' i 1 2 ' LiJ ~ M O ' . • A301 • A301 , • ' ' ~ o a , . /0y W • ~ I. . LANAI ~ LANAI I' LANAI . , , ~ ~ ~ ~ ~ ~ • ~ I - ,I • , • : ~ z z o , : • ~ ~ . ~ ~ .v Z ~ Q . W a ~ I ~ . I q 1 ~ '1 j • U ~ m ~ - ' ' ' UNIT A I I UNIT A ~ ~ Z' ~ o 0 II I - UNIT B - II , II - I REVERSE ~ II ~ ~ ' ~ N I ~ _ . 11 II • I I -FIN. FLOOR .FIN. FLOOR II o ~r. ; „ II I IN. FLOOR i i I ~ ~ a M v ~ - , Q ~N ® ~ r- - - ~ I I I • ~ I I r---- I II I I ~ I II II I ~ . • . I II I I I ~ I II Il I ~ - - I I II I II 11 II ' I -11 ~ ~ ' j II I 1 . - I I-H- - ~ A203 ~ ~ IIIIII ~ im L------._JI II II d • IL------ -JI ~ ------------J --J . ~ ' ~ ~ ~ - - a L~________~ ; . ; . . a O .L`----------- I. , ¦ • •I ® ~ ~ o ~ • I. . ~ ~ ~ ~ , ' II II II n 11 C I ~ I . \ / ' ~ ~ . . ~ ~ ~ a • ~ wi I I I ~ ~ _ II I ~ II . • o II I II .I .I. I I . Qi W L; ~ II ` II I I : ' Q I I I N I j H AIL FX ~ i i i I I FX I P I I EX ~ ~j ran II I II . _ • ~ ' ~ ~ M . ~ M-I BUILDING AREA ~ TABULATIONS N I x I ~ .I . • ~ ~ • , ~ I I GROUND FLOOR:. SECOND FLOOR: _ I r v ~I ~ ~ ~ ~ ~ COVERED.ENTRY 172 sf COVERED ENTRY - 0 - I ~ I I I I GARAGE'. • 1 975' sf' I 0 0 ~ ~ ' ' GARAGE - 0 - ~ WA L OVE WALL • LANAI 443 sf LANAI 443 sf n LIVING AREA 4 830' sf LIVING AREA 3 -0 -6 I Q ' 5,953 sf I 3 • • TOTAL ' • 7,420 sf ' TOTAL . 6,396 sf ° I _ A301 X301 I . • • I I i - - - \ P. P. ' - l P. LID WASTE .C NTAINER E...d ~ E..{ I ' ~ ~ ' ' ~ A D VEHICLE SP CE ~ H • • • -i • ~ WA L 0 I • L J ¦ WA AB . , ~ ~ /-1 LC.ABO • , ' CUMIN M• A UMINU ~T ~ ~ ry~~ . a ATE GATE I i_ n , n a a , n , n , » , • ~ . DRIVEWAY 4n 9 '-0 3•-6 3 0 9 1'-9 -0 3-6 3-0 -9 q AS PER SIDEWALK MAX. ~ . SII SITE PLAN SLOPE 1:20 ' ! i , . 4" CONCRETE DRIVEWAY • SIDEWALK MAX. AS PER ' ' ~ ' . ~ I ~ . SLOPE 1:20 ~ • • SITE PLAN ' ' ~ ~ ~ ' ' ' .~...r........... • I 16 a. • . . ' . , • ~ SCALE: 1/8"=1'-0" ~ . ~ • • ~ ~ .y I . 1. 2 A301 ' A301 _ I . . ~ . ' . ~ • W r'l , •I . . _ _ _ i i , . ~ ~ w • ~ , ' I w • a ' I I , • ~ ~ ~ ~ I, ~ • i~ • • I . I I ~ I I: I I ~ I ~ • I I' • I I I. [ UNIT C UNIT D . o I . o ~ UNIT C I ~ o . I REVERSE ; ~ ~ o ~ • ; . I ~ I • _ - I . I I ~I Q I A203 . - - I I I F J V I ~ • I I I • I I 'i ' L_ , , I In ,Y' , I i i I • , ' ~ . ' . ~ ~ ~ ~ ~ DRAWN BY: • ; L: I Y ~ . ' JL. i• ' ~ ~ ~ ~ ~ DATE: 02-23-05 ' I. ' ~ I ' • REV No. DATE O, . • ¦ 3 ¦ ~ • a+ C ~ ~ ~ ~ • CRICKET , ~ II ; RICKEY o II ; a I. ® I. • a ~ , o I ~ ~ ' N o I I " . N I I I I c I I i I' I I r, I ~ I' ° t I ..I I, . v I I. I I. ,o I I ~ I ' I I ,I . I I I, • ~ I I ARAGE WALL.. I , ~ I ~ ~ I I BELOW ~ I i . ~ , • ' ~ SUBDIVISION'• /PLAN • I• .'I ~ ~ ' . I ~ I. I I• o~ ~ I ~ ~ I I I' I. M I I I' 6' I 'I, I . I . rn I ~ I. I , o ~ - I I • I . . . .•I • i I I ~ I , . ~ • ~ JOB No. ' • . ' E' ' ~ I I I ~ ~ I i I . • ~ I ~ ~ ~ ~ ~QY~1.22005 • . 2005-014 _ M GARAGE MALL S' BELOW i PLMMING DEPARTM T . 0 C0IY OPCLEARWATER SHEET, No. SECOND FLOOR PLAN--' 6 .,.'U N I. TS T O SCALE: 1/8"=1'-0" AOO 0 CUMCM 2002 Pulte acme Corp-tlon OF / ~ • . . • W r7 ~ • . a . , . . • r,: ~ ~ • ° ,i ~ C z T • i • ~ ~ . • • f' _ I ~ ~ z S ' . Z . ~ ~ ; . ~ ~ ~ . i~~ ~ ~ Z W a ~ i .a _ • ~ , • W w o U ~ m .r . • ~ „ • Z ~ °O U o • ~ o n _ PEAK OF ROOF Q • 'ELEV = 28'-8"t ; ~ . ' ~ v N it • i o? ~ ~ d ¢ • 1 1 1 , i~ i! u , 2 1 • a. • ii a . . , . 1. g 1. , • 6 8 6 6 • ~ ~ TOP OF -TIE. BEAM ELEV. = 19'-4,. Illllllni 2 7 2 8 3 . • 1 • 1 Q' • ~ 1 ~ j' • • SECOND FLOOR FIN. FLR. ~'~"'1 `"1 - i' . • . _ , ~ • o a o 0 • • ~ ~ „ 11 . • 3 3. o A a ~ , ~0 ~ • • , ~ n: r'~ ~ GROUND FLOOR FIN. FLR. ~ O W . 5 . 9 ~ 9 5' • C ~ ~ ~z~ti.: 2 l I i • ; • ~ ~ ' •'.r aao~ . l.~ 1 U V • ; . i H {t I III {•I ~ . ' f ( W ; ~ ~ W ' ~ 1. •,I 1 ~ ~ " I' 0" ~ E ~ ~ • ' Y~. ' ~ -~e ~ q ';t. , . ~ Z • • . PEAK OF ROOF , ; • ' ELEV = 28'-8"t • • • , ~ oa al ~ ~ . 1 • 10 • 6 , 1 6 • • ~ TOP OF TIE BEAM 6 ~ 6 10 ..~...r..,.,,,..,. ~ . ELEV = 19'-4" , 3 2 I 1 1 • 2 ~ ~ } 3 ~ • I ~ • 4 2 I 7 ~ . CRICKET SECOND FLOOR FIN. FLR, 4 7 ELEV = 10'-0" . ' • CRICKET ~ J r , ~ W 3 ' • ~ ~ ' 2 ~ , 12 ~ I ~ ~ W ' • ~ ~ 2 ~ 2 . L ~ ~ ~ GROUND FLOOR FIN. FLR. , , ' • ELEV = 0'-0" w . • . w ~ • 11 ~ 5 . • ~ ~ 4.. OPP• 1 A402 ' TYP A401 HAND ~ .5 1 OPP 4. • A403 A402 '2 A403 .HAND A401 , • N~y W Fi-1~ • ~ SCALE : '1/8"=1'-0" • I" ~ Frrilll • ~ ~ • . , • ~ ~ o0 0 . ; ' • • 1 . ~ ~ ~ : KEY TO MATERIALS ~ • ` ~ • DRAWN BY: 1 i ~ a • CEMENT TILE ROOFlNG SYSTE~1 AS. . 'g SELECTED BY DEVELOPER • 6 • . ~ 10 10 ! 6 ~ 10 ~ ~ 2? PAINTED DCC FINISH ~ DATE: JCC ' . ~ PAINTED DCC ACCENT BAND, ~ REV NoD -2 i SEE SHEET A202 FOR DETAILS • 4 4 4 . ~ , a ALUMINUM GUARD, 42" HIGH , • ~ ~ ~ 3 . 3 , 3 - WITH WEEPING' HOLES ~ • u 5? METAL GARAGE DOOR, PAINTED • • ' i 2 , 7 2 o ~ 2 , 6? ALUMINUM FASCIA ~ . ~ ' Q ~ ~ i : ~7 ALUMINUM WINDOWS ~ I 7 ~ 'I' • ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ I; ~ i p ~ DECORATIVE FALSE SHUTTER. ' O i / ~ ~ ~ I ~ i METAL ORNAMENTAL PRIVACE GATE. U C DESIGN BY OTHERS 10 ALUMINUM FRAMED SCREEN ENCLOSURE U I i I O - ~ I ~ T.1fl~~ 11 LIGHT FIXTURE ~ ~ 2 1 N TYP A401 A401 o ~ • . 12 6" RAISED PAINTED DCC ACCENT BAND SUBDIVISION /PLAN N - ~ , 3 O JOB No: E ~ gnu r ~ /nn ..n o - JLnLC 1/0 =1 -u N N PLANNING DEPARTMENT. O N .CITY OF CLEARdflIATIER SHEET No. O A201 o COPYRIGHT 2=- Patte Home Corporwon Of ~ - ' ~ ~ „ : • ~ ~ , ~~m ' RAINT AND ,FINISH::•. ' - anQ . ~ SCHEDULE :KEY , ' . ego PAINT COLOR SCHEME . • SURFACE TEXTURE /FINISH KEY ' ~ „ . • ' LIGHT BODY COLOR TEXTURE FINISH, ~ ~ N DARK BODY COLOR TEXTURE FlNISH~ :;,`;.•:t; i r:".`;: ~ ~ x • TRIM COLOR . , ,SAND FINISH ~ ~ ~ ~ CD N • N01E: WRAP THE SAND. FlNISH fiRIM BAND .(WHERE, SHOWN AROUND WINDOWS & . ~ , ' ~ • DOORS) INTO THE JAMB, HEAD &'SILL OF CIE WINDOW ~ DOORS, PAINT THE ~ ~ ' . BAND,' JAMB, HEAD & SILL THE, TRIM COLOR. ~ ~ • ' ....---~T~ • . ~ ~ . - XX.X DENQTES OPENING DESIGN ~ • ' . , . 21a • + XX.X PRESSURES IN PSF. . 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"•%n:: ~J/~J ..Ja:j "o!ji •`,'vrF1.:.i', i•,y :a ?1. ..~I:.t.. 4: ?•i .Y sr^~.•. rt... r.'v..} 7. .r.:d':•.:•;r,"h• `•~.r:~l .t;: ~:.i,%a: 'S.r: nv~l,•t•r:,r ~..:.w. n. , ' Z i~ ' ~ ' : ' ~ SIIICCO ON CTIU 11T11CAL EXIEPoOR FlNISH' S1l S10000 ON. Cl~ll TYPICAL E%1ENIOR FlMSH E ~ 0 ' ' ALUtAINU11 FRAME WINDOW,111?ICAL ~ . • ALUl11NUI~ FRAlLE ~TJDOW, IYPICAI. ~ ; . , ~ L ' ' ' POOL CABANA -REAR ELEVATION ~ ~ ~ : ~ . - = Q LE. 1/4 1 0 , ' ~ SCAT SCALE 1%4"=1'-0" ~ ~ . , Q W J • ' m ' 3~ W MAY. 12-.2005 PLANNING .DEPARTMENT CtIVOFCLEARWAYER _