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FLS2006-09063r ?pi AIN ?T .rr 400 . ?[ {?yy ?? » 4? AY T f, sal si+_' .v` 0 % ° v lu" ??Cd r=R T L, " ' ? -1- ? ?i?/ ?y a s CLWCoverSheet B LAN ."D ATLAS PA : 2,.86B PLANNER F IRECORD: TNTS 0, rp NtlJ lug 0 Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ 0 * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Michael Quillen, City Engineer MAILING ADDRESS: P.O. Box 4748, Clearwater, - --- .............._. -....... .... ......... _....._.........._.....-._........ FL 33758-4748 HONE NUMBER: 727-562-4743 CELL NUMBER: 727_224-7024 PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: City of Clearwater -b. I.?eJ OPh4ilk l RECEIVED -?-v- FAX NUMBER: E-MAIL ADDRESS:. PLANNING DEPARTMENT B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: _Oaks Parking Lot PROJECT VALUATION: $50,000.00 STREET ADDRESS 400 Bay Avenue - - ??-'-- PARCEL NUMBER(S): 16_29.15_92574_005-0010 _T - - _...... -....... ... -........_.... _...... __............ -.._--._.. PARCEL SIZE (acres): 1.47 PARCEL SIZE (square feet): 64,033 ..... ...... -......_.......__...... _._ ................ .............................. _..... _........... ..................... ............ _ LEGAL DESCRIPTION: Turners A. C. Subdivision' Block 5' N. 75' of Lot 1 less 75'x122' off NE Part of lot 1 & ............. .-.............. _........ _.._.. .. .._......_....._.-......_...._._.... __...... ._......... .__ --- .. ......... _ __...... _.... .......... _..._.._..._....... Lot 2 & submerged land W of Lot 2. PROPOSED USE S): - - ---- ------ ( Public Parking Lot DESCRIPTION OF REQUEST: Approve a 9 space public parking lot in the Downtown Zoning District Specifically identify the request - (include number of units or square ............. ................ _............_......_..... --........ _............................ ...._......._..... _._._._._.__...._...._......... ............. ......._.... .......... ...._._. footage of non-residential use and all requested code deviations; e.g. -- ----'"__.°- ------------ - -- reduction in required number of _....... _._-.__........._._....._..... _........ .... _..._ ............... parking spaces, specific use, etc.) SAEngin\WORD1Vicki for GlenTlexible Standard Development (FLS) 2006.doc Page I of 7 1 s nAf X, N r. L? ?? 6E L. IT 0 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) 9 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) 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. This Surface lot presents no scale, bulk, coverage, density or character impacts; it will be an amenity to the area. 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 parking lot was actually requested by the adjacent property owner. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. There are no health or safety impacts associated with a small parking lot. 4. The proposed development is designed to. minimize traffic congestion. A 9 space parking lot will not generate sufficient traffic to add to congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. It is consistent with the community character. It is adjacent to the Oaks Parking and Service Area and across the street from a Pinellas County Parking Facility. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The Oaks is the only occupied adjacent property & this small lot will not generate visual, acoustic or olfactory impacts. ... _........ ........ _ .................. ........ ..... ORIGINAL RECEIVED OCT 19 2006 SAEngin\WORD\Vicki for GlenTlexible Standard Development (FLS) 2006.doc ' PLANNING DEPARTMENT Page 2 of 7 CITY OF CLEARWATER 0 0 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ? Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) % A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; ,1? All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. tel. 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 ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): _MQ Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; LOCATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards lie. 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); ORIGINAL COPY OF RECORDED PLAT, as applicable; RECEP&D SAEngin00RMVicki for Glen\Flexible Standard Development (FLS) 2006.doc Page 3 of 7 PLANNING DEPARTMENT CITY OF CLEARWATER • 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ® SITE PLAN with the following information (not to exceed 24" x 36"): X Index sheet referencing individual sheets included in package; X North arrow; .................. X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X__ Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; X All required setbacks; X All existing and proposed points of access; X All required sight triangles; X 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; X Location of all street rights-of-way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; X.. All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X 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 #7011; X Location of all landscape material; X Location of all onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: X Land area in square feet and acres; X Number of EXISTING dwelling units; X Number of PROPOSED dwelling units; X Gross floor area devoted to each use; X Parking spaces: total number, presented in tabular form with the number of required spaces; X Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; X Building and structure heights; _X Impermeable surface ratio (I.S.R.); and X Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED PROPOSED RXEDUCED COLOR SITE PLAN to scale (8 % X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One-foot contours or spot elevations on site; X Offsite elevations if required to evaluate the proposed stormwater management for the parcel; X All open space areas; X Location of all earth or water retaining walls and earth berms; X Lot lines and building lines (dimensioned); X..... Streets and drives (dimensioned); X Building and structural setbacks (dimensioned); X Structural overhangs; ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER SAEngin\WORD\Vicki for Glen\Flexible Standard Development (FLS) 2006.doc Page 4 of 7 i E H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): X All existing and proposed structures; X... Names of abutting streets; X Drainage and retention areas including swales, side slopes and bottom elevations; X Delineation and dimensions of all required perimeter landscape buffers; X Sight visibility triangles; X Delineation and dimensions of all parking areas including landscaping islands and curbing; X Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); X Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; X Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; X Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; ... ............... X Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); X Irrigation notes. ................... ? REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS - with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11. 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 % X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED OCT 19 2006 SAEngin\WORD\Vicki for Glen\Flexible Standard Development (FLS) 2006.doc PLANNING DEPARTMENT Page 5 of 7 CITY OF CLEARWATER ORIGINAL i RECEIVED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) PLANNING DEPARTMENT El Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: CITY OF CLEARWATER ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. 0 Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Ay__K11 Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. c6- Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): 4A?_ Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in 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 application. 01 .... .............. ............ .......... _? % ........... Signature of property owner or representativ STATE OF FLORIDA, COUNTY OF PINED S rn o and subscribed before me this day of A.D. 20 to me and/or by. who is personally known has produced as id tification. 111,61hzi ................................. I ............... ............... Nota ry public, My commission expires: =eO MY COMMISSION #DD587213 EXPIRES: OCT 07, 2010 SAEngin\WORD\Vicki for Glen\Flexible Standard Development (FLS) 2006. Page 6 of 7 Bonded through 1st State Insurance N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: City of Clearwater 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 400 Bay Avenue 3. That this property constitutes the property for which a request for a: (describe request) Nine space public parking lot in the Downtown-Zoning District 4. That the undersigned (has/have) appointed and (does/do) appoint: Mahshid Arasteh, P. E. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. City of Clea ate=ner Property Owner Property Owner Property Owner v STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this c-2 tZ..' day of ?ee?tr, personally appeared _ .who having been first duly sworn W FA Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. KATHLEEN BEDINI Y/ MY COMMISSION #DDS87213 J EXPIRES: OCT 07, 2010 Bonded through 1 St State Insurance Notary Public Signature Notary Seal/Stamp My Commission Expires: 1O J !7 101 b / D SAPlanning Department\Application Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc Page 7 of 7 0 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: City of Clearwater 0 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 400 Bay Avenue 3. That this property constitutes the property for which a request for a: (describe request) Nine space public parking lot in the Downtown-Zoning District. 4. That the undersigned (has/have) appointed and (does/do) appoint: Glen L. Bahnick. JR. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (11we), the undersWauth hereb certify that the forego' g is t e and correct. City of Clearwater .................................................r _............._..__....__._....._......................_._.......__......._.._._._.__..._____._....._._....._........_. _._ ._. Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this f day of _ personally appeared having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. KA i HLEEN BEDINI Notary Seal/Stamp My Commission Expires =oj °? My COMMIS.qInti *nnc, I \: Bonded through 1st State Insurance I ORIGINAL RECEIVED CCT 19 2006 S \Engin\WORD\Vicki for Glen\Flexible 7 tan 7 rd Development (FLS) 2006.doc PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 OAFS PARKING LOT FLEXIBILITY CRITERIA I. 1. The parcel proposed for development is not contiguous to land designated as residential to the Zoning Atlas - The parcel is surrounded by Downtown (D) and Preservation (P) Zoning. 1. 2. Access to and from the parking garage or lot shall be based on the findings of a transportation analysis approved by the City - The access drive to the lot was determined by the City Staff and approved by FDOT. 1. 3. The stacking spaces available for cars waiting to pass through a parking ticket dispenser or booth to enter the garage or lot shall be based on the design and size of the garage or lot - N/A, no ticket dispenser or booth proposed. 1. 4. Any frontage along a public street is designed and improved to be similar in character and use to other uses and structures fronting on each street for a distance of 250 feet in either direction along the street or the nearest intersections, whichever is less - N/A, no vertical structure proposed. 1. 5. Parking structures are designed, constructed and finished so that the structure of the garage is architecturally compatible with the design and character of adjacent principal uses - N/A, no parking structure proposed. 1. 6. The design of all buildings complies with the downtown district design guidelines in division 5 of article 3 - N/A, no buildings proposed. ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENI CITY OF CLEARWATER wts co `713Q399 ?. R.4587 PnE150 i owe COUNTY DEED ?A?l1 THIS DEED, made this /rql -day of (._tll1977, by PINELLAS COUNTY, a political subdivision of the State of Florida, party cif the first part, and the CITY OF CLEARWATER, Florida, a municipal corporation, party of the second part, WITNESSETH that the said party of the first part, for and in consideration of the sum of $10.00 to it in hand paid by the party of the second part, receipt whereof is hereby acknowledged, has grante-!, bargained and sold to the said party of the second part, its legal successurs and assigns forever, the following described land lying and being in.Pinellas County, Florida: All of Lot 2 and North 75. 0 feet of Lot 1, Block 5, Clearwater Harbor, Florida, comprising A. C. Turner's Subdivision of part of Section 16, Township 29 South, eti Range 15 East, as surveyed April, 1884, by C. E. Worth, C. S. , according to map or plat thereof as recorded in -° a Deed Book "K", page 475, of Public Records of Hillsborough =u; County, Florida, of which Pinellas County was formerly a cv part; LESS the following described Tract F: , L J ] c N Tract F Description f" Commencing at the East I/4 corner of Section 16, Township Z9 South, Range 15 East; thence run N 89°1.2106" W, for a distance of 1855. 12 feet to a point, said point being a point 'of curvature on the centerline of construction for the City of Clearwater's proposed extension of Pierce Street, between Chestnut Street and Cleveland Street as indicated by construction plans prepared by the City Engineer in November, 1974 and referred to as Job Number 7244-D; thence run along the afore- mentioned centerline by a curve to the right having a radius of 235. 25 feet; through a central angle of 83°15'42", an arc of 341. 87 feet, and a chord bearing N 48° 38'18" W, for a distance of 312.57 feet to a Point of Tangency; thence run N 07°00'27" W, for a distance of 88. 78 feet to a Point of Curvature; thence run by a curve to the left having a radius of Z30. 00 feet, through a central angle of 34° 41114", an arc of 139. 24 feet, and a chord bearing N 24°21'03" W, for a distance of. 137. 13 feet,' to the intersection with. the East line of Lot 1, Block 5, A. C. Turner's Subdivision according to plat thereof, as recorded in Deed Book "K", page 475 of the Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part, for a Point of Beginning; thence S 00°00'54" W. along the aforementioned East line of Lot 1, a distance of 20. 37 feet; thence run S 89°50'Z7" W, along a line being 75. 00 feet South of and parallel to the North line of said Lot 1, a distance of 14. 70 feet to the intersection with the proposed West right-of-way line of Pierce Street; thence N 55°04'17" W, along said right-of-way line a distance of 130.47 feet to the intersection with the North line of the aforementioned Block 5,•A. C. Turner's Subdivision; thence N 89°50'27" E, along said North line of Block .5, a distance of IZ1. 69 feet to the Northeast corner of said Lot 1, Block 5, A. C. Turner's Sub- division; thence S 00°00'54" W, along the East line of said Lot 1, a distance of 54. 63 feet to the Point of Beginning. M x aO ,z r? ? 00 CAD rn 1_ 0o o W 7 v.' m c Er ID K (D < tti' r m C ?_ b z _= a. ' ID00 w W `< ??+ X y ?• 00 a = ?e 00 ? .. ?c ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER _]._ All of Lot 2 and North 75.0 feet of Lot 1, Block 5, Clearwater Harbor, Florida, Comprising A. C. Turner's Subdivision of part of Section 16, Township 29 South, Range 15 East, as surveyed April, 1884, by C. E. worth, C. S., according to map or plat thereof as recorded in Deed Book "K", page 475, of Public Records of Hillsborough County, Florida, of which Pinellas County, was Formerly a part; LESS the following described Tract F: Tract F Description Commencing at the East'/ corner of Section 16, Township 29 South, range 15 East; thence run N 89° 12'06"W, for a distance of 1855. 12 feet to a point, said point being a point of curvature on the centerline of construction for the City of Clearwater's proposed extension of Pierce Street, between Chestnut Street and Cleveland Street as indicated by construction plans prepared by the City Engineer in November, 1974 and referred to as Job Number 7244-D; thence run along the aforementioned centerline by a curve to the right having a radius of 235.25 feet; through a central angle of 831 15'42", an arc of 341.87 feet, and a chord bearing N 48° 38'18" W, for a distance of 312.57 feet to a Point of Tangency; thence run N 07°00'27" W, for a distance of 88.78 feet to a Point of Curvature; thence run by a curve to the left having a radius of 230.00 feet, through a central angle of 34°41' 14", an arc of 139.24 feet, and a chord bearing N. 24°21'03" W, for a distance of 137.13 feet, to the intersection with the East line of Lot 1, Block 5, A. C. Turner's Subdivision according to plat thereof, as recorded in Deed Book "K", page 475 of the Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part, for a Point of Beginning; thence S 00°00'54" W, along the aforementioned East line of Lot 1, a distance of 20.37 feet; thence run S 89°50'27" W, along a line being 75.00 feet South of and parallel to the North line of said Lot 1, a distance of 14.70 feet to the intersection with the proposed West right-of-way line of Pierce Street; thence N 55°04' 17" W, along said right-of-way line a distance of 130.47 feet to the intersection with the North line of the aforementioned Block 5, A. C. Turner's Subdivision; thence N 89°50'27" E, along said North Line of Block 5, a distance of 121.69 feet to the Northeast corner of said Lot 1, Block 5, A.C. Turner's Subdivision; thence S 00°00'54" W, along the East line of said Lot 1, a distance of 54.63 feet to the Point of Beginning. ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMEN1 CITY OF CLEARWATER 0 Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ 0 * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) SEP 2 6 2006 PLANNING DEPARTMENT FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) -PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Michael Quillen, City Engineer ......... _.________-___._____------_____._._.-.----..____.___. MAILING ADDRESS: P.O. BOX 4748, Clearwater, FL 33758-4748 ............ ........................ .......__................. ................................................................................... _.............. _.._........................................................ __................. ............... _............. _.... __......... PHONE NUMBER: 727-562-4743 CELL NUMBER: 727-224-7024 PROPERTY OWNER(S): City of Clearwater List ALL owners on the deed AGENT NAME: N/A.......... ...._._G.?...P ? ............ {...:I )..4%1_.......!...... ....... --- .................. ._.............................. MAILING ADDRESS: PHONE NUMBER: -^FAX NUMBER: ....... ......... ___._.___._.__.___..._....__r.......... _.._---_...__._._...._.. CELL NUMBER: E-MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: _Oaks Parking Lot PROJECT VALUATION: $50,000.00 STREET ADDRESS 400 Bay Avenue _ PARCEL NUMBER(S): 16-29-15-92574-005-0010 ......................... ..._..... _-_.... _............................... _..._-----._......__._.........------ ............ _.._.._._._......................................... _..... ..--- _"-................._.....__....._..........................?ia_rt ........................-._ PARCEL SIZE (acres): 1 .4 7 ......................._... 4`1 PARCEL SIZE (square feet): 64,033 . Q.1 ? ..................................... .. _ . ................... . LEGAL DESCRIPTION: Turners A.C. Subdivision, Block 5, N. 75' of Lot 1 less 75'x122' off NE of lot 1'& ....................... .............. .............. __.......................... -.................... ....... -...... ................... ..................---............... ................ ........................................ _.-.................................. .............._.._.... -............ ..... ...--............. ...................... _...................._....... ...... ......_................... ....... Lot 2 & submerged land W of Lot 2. T PROPOSED USE(S): PUb11C Parklrig LOt DESCRIPTION OF REQUEST: Approve a 9 Specifically identify the request (include number of units or square .......... _....._ - footage of non-residential use and all -?- requested code deviations; e.g. reduction in required number of ............ parking spaces, specific use, etc.) CASE #: ?aW RECEIVED BY (staff initials): 1 DATE RECEIVED:. 5? - ORIGINAL RECEIVED 6.1'gTC'W L U 0-f.? Pbap ' lot in the Downtown Zoning District S:1Engin\WORD\Vicki for GlenTlexible Standard Development (FLS) 2006.doc Page 1 of 7 • 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) 01 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) 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. This Surface lot presents no scale, bulk, coverage, density or dl aracter impacts; it will be an amenity to the area. 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 parking lot was actually requested by the adjacent property owner. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. There are no health or safety impacts associated with a small parking lot. 4. The proposed development is designed to minimize traffic congestion. A 9 space parking lot will not generate sufficient traffic to add to congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. It is consistent with the community character. It is adjacent to the Oaks Parking and Service Area and across the street from a Pinellas County Parking Facility. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The Oaks is the only occupied adjacent property & this small lot will not generate visual, acoustic or olfactory impacts. .. ................_........_....._._. RECEIVED SEP 2 6 2006 SAEngin\WORDWicki for GlenTlexible Standard Development (FLS) 2006..doc PLANNING DEPARTMENT Page 2 of 7 CITY OF CLEARWATER OAKS PARKING LOT FLEXIBILITY CRITERIA 1. 1. The parcel proposed for development is not contiguous to land designated as residential to the Zoning Atlas - The parcel is surrounded by Downtown (D) and Preservation (P) Zoning. 1. 2. Access to and from the parking garage or lot shall be based on the findings of a transportation analysis approved by the City - The access drive to the lot was determined by the City Staff and approved by FDOT. 1. 3. The stacking spaces available for cars waiting to pass through a parking ticket dispenser or booth to enter the garage or lot shall be based on the design and size of the garage or lot - N/A, no ticket dispenser or booth proposed. 1. 4. Any frontage along a public street is designed and improved to be similar in character and use to other uses and structures fronting on each street for a distance of 250 feet in either direction along the street or the nearest intersections, whichever is less - N/A, no vertical structure proposed. 1. 5. Parking structures are designed, constructed and finished so that the structure of the garage is architecturally compatible with the design and character of adjacent principal uses - N/A, no parking structure proposed. 1. 6. The design of all buildings complies with the downtown district design guidelines in division 5 of article 3 - N/A, no buildings proposed. ORIGINAL RECEIVED SEP 2 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ?I 0 • WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ? Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable i ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): MQ & Stormwater plan as noted above is included LamP"` Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ed 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; 1$ TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; I LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards lie. 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 provide RIGIN' 4CEWED ? COPY OF RECORDED PLAT, as applicable; SAEngin\WORD\Vicki for Glen\Flexible Standard Development (FLS) 2006.doc PLANNING DEPARTMEN Page 3 of 7 CITY OF CLEARWATER • 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) SITE PLAN with the following information (not to exceed 24" x 36"): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; _X Footprint -and size of all PROPOSED buildings and structures; X All required setbacks; ................... X All existing and proposed points of access; X All required sight triangles; X 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; X Location of all street rights-of-way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; ........ ...... ..... X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201 (D)(1) and Index #701); X Location of all landscape material; X Location of all onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: X Land area in square feet and acres; X Number of EXISTING dwelling units; X Number of PROPOSED dwelling units; X Gross floor area devoted to each use; X Parking spaces: total number, presented in tabular form with the number of required spaces; X Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; ......... .......... Official records book and page numbers of all existing utility _ easement; X_... Building and structure heights; _X Impermeable surface ratio (I.S.R.); and X Floor area ratio (F.A.R.) for all nonresidential uses. RXEDUCED COLOR SITE PLAN to scale (8 % X 11); EXISTING REQUIRED 14 FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One-foot contours or spot elevations on site; X Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ..._....... ..... X All open space areas; X Location of all earth or water retaining walls and earth berms; X Lot lines and building lines (dimensioned); .......... X Streets and drives (dimensioned); X Building and structural setbacks (dimensioned); X Structural overhangs; ORIGINAL RECEIVED - 2 6 2006 PROPOSED PLANNING DEPARTMENT SAEngin\WORD\Vicki for Glen\Flexible Standard Development (FLS) 2006.doc Page 4 of 7 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24° x 36"): ___ All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the piant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; 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 broth square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8 %2 X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS -with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8 %3 X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be oved or to remain. ? fAll 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 %Y X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECENED SEP 2 6 2006 S:\Engin\VJMNMWe R Development (FLS) 2006.doc CITY OF CLEMWAY& • K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. (td` Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. 4? 01/_ Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ci?- Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): _/5e_ Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in 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 application. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ .. _ ...................................... . Signature of property owner or representatiWECEIVED STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this day of A.D. 20 to me and/or by , who is personally known has produced as identification. .. .......................................................................................................................................................................................................................... Notary public, My commission expires: SEP 2 6 2006 a Standard Development (FLS) 2006.doc PL"V U 91%% vi'Page 6 of 7 CIiY OF CLEARWATEP N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) 4. That the undersigned (has/have) appointed and (does/do) appoint: as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 1 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 16. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner _..... _...... _..... _....... __.......... .._ ...................... .............................. Property..Owner _............ _.... .... _.......... __.._......_......... ............ _.... ............ _..... __.................... ......._.._.... _...... _..._...... __................... ............... Property..Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this personally appeared Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Notary Seal/Stamp day of ........................... .... ............................................. who having been first duly sworn Notary Public Signature My Commission Expires: RECEIVED 2 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER SAEngin\WORD\Vicki for Glen\Flexible Standard Development (FLS) 2006.doc Page 7 of 7 ?- G DN1?1 ?? - ' 1507 713(3399 4587 tACE -; ANC AGE CppY, x F pF , ° COUNTY DEED 1977, by THIS DEED, made this /6°1? day of t•+?Sr?--a , PINELLAS COUNTY, a political subdivision. of the State of Florida, party of the first part, and. the CITY OF CLEARWATER, Florida, a municipal corporation, party of the second part, WITNESSETH that the said party of the first part, for and in consideration of the sum of $10.00 to it in hand paid by the party of the second part, receipt whereof is hereby acknowledged, has granter, bargained and sold to the said party of the second part, its legal successors and assigns forever, the following described land lying and being in.Pinellas County, Florida: a ,o cj'w ?Oy?l ttj tz C All of Lot 2 and North 75. 0 feet of Lot 1, Block 5, ?0 t-' Clearwater Harbor, Florida, comprising A. C. Turner's Subdivision of part of Section 16, Township 29 South, A Range 15 East, as surveyed April, 1884, by C. E. Worth, co f?- C. S. , according to map or plat thereof as recorded in f h b i-+ °D oroug j o Deed Book "K", page 475, of Public Records of Hills County, Florida, of which Pinellas County was formerly a H n part; LESS the following described Tract F: Y Tract 'F Description t the East 114 corner of Section 16, Township d f" i W C, U ng a Commenc -¢ 29 South, Range 15 East; thence run N 89'1.210611 W, for a R distance of 1855. 12 feet to a point, said point being a point of c curvature on the centerline of construction for the City of v z Clearwater's proposed extension of Pierce Street, between s indicated by construction t d St O :. . a ree Chestnut Street and Clevelan w plans prepared by the City Engineer in November, 1974 and C. t 9 referred to as Job Number 7244-D; thence run along the afore- M ,R? R - mentioned centerline by a curve to the right having a radius of ? " •4 25 feet; through a central angle of 83' 15142", an arc of 235 .? . 87 feet, and a chord bearing N 48° 3811811 W, for a distance 341 . of 312,57 feet to a Point of Tangency; thence run N 07°00'27" W, for a distance of 88. 78 feet to a Point of Curvature; thence run by a curve to the left having a radius of 230. 00 feet, through a central angle of 34' 41' 14", an arc of 139. 24 feet, and a chord bearing N 24°21'03" W, for a distance of. 137. 13 feet, to the ' s the East line of Lot 1, Block 5, A. C. Turner tersection with i . n Subdivision according to plat thereof, as recorded in Deed Book "K", page 475 of the Public Records of Hillsborough County, of which Pinellas County was formerly a part, for a Florida , point of Beginning; thence S 00°00'54" W, along the aforementioned " East line of Lot 1, a distance of 20.37 feet; thence run S 89°50'27 W, along a line being 75. 00 feet South of and parallel to the North U line of said Lot 1, a distance of 14. 70 feet to the intersection with h o 3 N ence the proposed West right-of-way line of Pierce Street; t 47 f 130 1 Co N . N 55°04'17" W, along said right-of-way line a distance o _ . LU ' feet to the intersection with the North line of the aforementioned CQ (I Block 5,. A. C. Turner's Subdivision; thence N 89°50'27" E, h 0 ?- 7-0 ? Z e along said North line of Block 5, a distance of 121. 69 feet to t Northeast corner of said Lot 1, Block 5, A. C. Turner's Sub- the East line of said Lot 1, l " ' ° CLi ong W, a 54 00 division; thence S 00 a distance of 54. 63 feet to the Point of Beginning. -1-- r \1 0 0 All of Lot 2 and North 75.0 feet of Lot 1, Block 5, Clearwater Harbor, Florida, Comprising A. C. Turner's Subdivision of part of Section 16, Township 29 South, Range 15 East, as surveyed April, 1884, by C. E. worth, C. S., according to map or plat thereof as recorded in Deed Book "K", page 475, of Public Records of Hillsborough County, Florida, of which Pinellas County, was Formerly a part; LESS the following described Tract F: Tract F Description Commencing at the East'/ corner of Section 16, Township 29 -South, range 15 East; thence run N 89° 12'06"W, for a distance of 1855. 12 feet to a point, said point being a point of curvature on the centerline of construction for the City of Clearwater's proposed extension of Pierce Street, between Chestnut Street and Cleveland Street as indicated by construction plans prepared by the City Engineer in November, 1974 and referred to as Job Number 7244-D; thence run along the aforementioned centerline by.a curve to the right having a radius of 235.25 feet; through a central angle of 83° 15'42", an arc of 341.87 feet, and a chord bearing N 48° 38'18" W, for a distance of 312.57 feet to a Point of Tangency; thence run N 07°00'27" W, for a distance of 88.78 feet to a Point of Curvature; thence run by a curve to the left having a radius of 230.00 feet, through a central angle of 34°41' 14", an arc of 139.24 feet, and a chord bearing N. 24121'03" W, for a distance of 137.13 feet, to the intersection with the East line of Lot 1, Block 5, A. C. Turner's Subdivision according to plat thereof, as recorded in Deed Book "K", page 475 of the Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part, for a Point of Beginning; thence S 00°00'54" W, along the aforementioned East line of Lot 1, a distance of 20.37 feet; thence run S 89°50'27" W, along a line being 75.00 feet South of and parallel to the North line of said Lot 1, a distance of 14.70 feet to the intersection with the proposed West right-of-way line of Pierce Street; thence N 55°04' 17" W, along said right-of-way line a distance of 130.47 feet to the intersection with the North line of the aforementioned Block 5, A. C. Turner's Subdivision; thence N 89°50'2'7" E, along said North Line of Block 5, a distance of 121.69 feet to the Northeast corner of said Lot 1, Block 5, A.C. Turner's Subdivision; thence S 00°00'54" W, along the East line of said Lot 1, a distance of 54.63 feet to the Point of Beginning. ZM o a N 3 0 C\) o? w ?U_ aV 6 0 FLS2006-09063 400 BAY AVE Date Received: 09/26/2006 OAKS PARKING LOT ZONING DISTRICT: D LAND USE: CBD ATLAS PAGE: 286B PLANNER OF RECORD: JVS CLWCoverSheet qty, O".:.,,,??? 1.`«. C ITY OF C LEARWATE R PLANNING DEPARTMENT ?. POST OFFICE Box 4748, CI,FARWA ?4TE?? 'Il?R F1,oRIDA 33758-4748 0iti MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTI,F, AVF,NUF, CLEARWATFR, FLORIDA 33756 Dilr:PHONF (727) 562-4567 FAx (727) 562-4865 LONG RANGF PLANNING DFVFI.OPMENT RFVIFW December 22, 2006 Mr. Glen Bahnick 100 South Myrtle Avenue Clearwater, Florida 33756 Re: FLS2006-09063 (400 Bay Avenue) Dear Mr. Bahnick: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On November 2, 2006, the Development Review Committee (DRC) reviewed your Flexible Standard Development to permit a nine-space parking lot with in the Downtown (Downtown Core) Zoning District, per Section 2-902.I. of the Community Development Code. The DRC APPROVED this application based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact: 1. That the 0.491 acre subject site is located at the intersection of Court Street and Memorial Causeway (SR 60); 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the property is located within the Downtown Core character district; and 4. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2-902 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility standards as per Section 2-902.I of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level One and Level Two Approvals as per Section 3-913 of the Community Development Code; 4. That the development proposal is consistent with the Downtown Design Guidelines; and PRANK I IIRRARD, MAYOR Join Do ioN, Corrrcm.%w m:R Ilc)Y1 I IAminoN, Cot Ncn.>ut?ulrR BILL JONSON, C0IINCIL.MF.\IB1T ® CARLIW A. Pr rr•.rsr•.N, Cot Nc:n.. n;>usr:R "I"101 !A[, I:MITOYMI•:NT AND ArrIRnlATlvr: Ac:no,,, IinmLClYlat December 22, 2006 400 Bay Avenue - FLS2006-09063 Page 2 5. That the development proposal is consistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Downtown Core character district. Conditions of Approval: 1. That on or before December 28, 2007, the sidewalk in the R.O.W. shall receive a decorative treatment, such as brick pavers or scored and colored concrete surface; 2. That prior to the issuance of any building permits, turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards Index #108; 3. That prior to the issuance of any building permits, provide thermoplastic directional arrows in white for better traffic flow; 4. That prior to the issuance of any building permits, provide current City standard handicapped parking and sign details. Use City of Clearwater Contract Specifications and Standards Index 118 & 119; and 5. That prior to the issuance of any building permits, provide stop (R1-1) sign with stop bar where appropriate per current MUTCD standards. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, those development plans received on October 19, 2006. Pursuant to Section 4-303 of the Community Development Code, an application for a building permit shall be made within one year of Flexible Standard Development approval (by December 22, 2007) with all required certificates of occupancy being obtained within two years of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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. Should you have any questions, please do not hesitate to contact John Schodtler, Planner H at (727) 562-4547 or via e-mail at john.SchodtlerLa)myclearwatencom. Sincerely, Michael Delk, AICP i Planning Director S:\Planning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Bay Avenue 400 (D) - Approved\FLS2006-09063 Development Order.doc 0 e? - Case Number: FLS2006-09063 -- 400 BAY AVE Owner(s): City Of Clearwater 100 S Myrtle Ave Clearwater, Fl 33756 TELEPHONE: 727-462-6566, FAX: 727-462-6411, E-MAIL: No Email P Representative: Glen Bahnick - City Of Clearwater 100 S Myrtle Avenue Clearwater, Fl 33756 TELEPHONE: 727-562-4753 Mike Quillen, FAX: 727-562-4755, E-MAIL: No Email Location: 0.491 acres located at the intersection of Court Street and Memorial Causeway (SR 60). Atlas Page: 286B Zoning District: D, Downtown Request: Flexible Standard Development to permit a nine space parking lot in the Downtown (Downtown Core) Zoning District, per Section 2-902.I. Proposed Use: Parking garages and lots Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Harbor Oaks Neighborhood Assoc Association(s): Clearwater, Fl 33756 322 Lotus Path TELEPHONE: 446-0689, FAX: No Fax, E-MAIL: No Email Presenter: John Schodtler, Planner If Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . Prior to issuance of a building permit: 1. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards Index #108. Environmental: No Comments Fire: I , Provide and show on the plan minimum 30' turning radius for emergency vehicle ingress and egress at all entrance and exits. PRIOR TO D.O. 2. NFPA 1, 18.2.2.5.1.1 Fire Department access roads shall have an unobstructed width of not less than 20 ft. (6.1 m) plan shows 19 ft. Acknowledge PRIOR to D.O. Harbor Master: No Comments Legal: No Comments Land Resources: I . No Issues. Landscaping: No Comments Parks and Recreation: I . No issues - new parking lot - project also in CRA. Stormwater: I . The following to be addressed prior to building permit. 1. Provide a copy of the approved SWFWMD permit. Solid Waste: No Comments Traffic Engineering: Development Review Agenda - Thursday, November 2, 2006 - Page 23 0 0 1 , Prior to a Building Permit: 1. Provide thermoplastic directional arrows in white for better traffic flow. 2. Provide one-way (R6-1) sign per current M.U.T.C.D. standards where approporiate to keep motorists from entering opposing flow. 3. Provide current City standard handicapped parking and sign details. use index 118 &119. link provided below. http://www.myclearwater. com/gov/depts/pwa/engin/Production/stddet/index.asp 4. Provide stop (R1-1) sign with stop bar where appropriate per current MUTCD standards. Planning: 1 . Mike Quillen needs to authorize Glen Bahnick on the authorization of agent sheet. If Glen Bahnick is going to act as the agent we will need the authorization of agent sheet filled out. Notes: 2. Is the parking lot to be lit? 3 . Is this lot to be metered? 4. We would like to see the utilization of pavers into the entrance to the parking lot. The Downtown Design Guidelines encourage the use of specialized paving design especially where pedestrian and vehicular paths intersect. Other: No Comments Development Review Agenda - Thursday, November 2, 2006 - Page 24 a E CITY OF CLEARWATER 0 >(at?r PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM October 09, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 400 BAY AVE (FLS2006-09063) To Surrounding Property Owners: As a property owner within 500 feet of 400 BAY AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development to permit a nine space parking lot in the Downtown (Downtown Core) Zoning District, per Section 2-9021. On November 02, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 02, 2006. The City encourages you to participate in the review of this application. You may contact me at 727-562-4547 or John.Schodtler@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 02, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, John Schodtler Planner II RECEIVED OCT 31 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Letter of Notification - FLS2006-09063 - 400 BAYAVE CITY OF CLEARWATER ,'... <: sec PLANNING DEPARTMENT gTEFFo? POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 h - \ a ° P M .4 U.S. POSTAGE +t F °Y F L H METER717445 +{ NEW HORIZONS PROPER ?TIE$ 2330 STAGECOACH LAS CRUCES NM 88011 - 900 r '.99F...i iif/?!t?t?e 3F?:?ff?ilFidFi?i I?c IjFFFIif?!IIFF7iFF??I CITY OF CLEARWATER PLANNING DEPARTMENT 9?gTEFI;?o?'' POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 VALENTINO, FILOMENA A 80 ROGERS ST # 2-1) CLEARWATER FL 33756 - 5275 1-41:4 F-IF-1-4I'1 Z-*Zq H MET U-S. POSTAGE ^? pp *I ?U.JDG r ER717445 X 037 NO 1 908 C 07 10/19/06 FORWARD TIME £XP RTN TO SEND VALENTINO'FxLOMENA A 9318 SW 97TH LN UNIT D OCALA FL 34491-9634 RETURN TO SENDER CITY OF CiLEARWATER PLANNING DEPARTMENT -9??ATEFF? Posy ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 FIRST BAPTIST CHURCH OF CLEARW 331 CLEVELAND ST CLEARWATER FL 33755 - 4002 33750%474k1 p. A9p U.S. POSTAGE z F L H MMR717445 NlXlr-- 337 1 RETURN TO ATTEt• PTED - UNAGLE TO MC : 3375547484e III fill) 11,111,1111111,11„111 11 07 10/19106 SENDER NOT KNOWN FORWARD *0601-00593-17-- Oa Ifill I??II11 1??11111 1111111111 CITY OF CLEARWATER r. = o, PLANNING DEPARTMENT 99K97EFEo?POST OI ICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 U S POSTAG . . E " P L H METER717445 TOLLKUEHN, HANNA THE TOLLKUEHN, H & H TRUST 41 N FT HARRISON AVE CLEARWATER FL 33755 - 4016 33758%.4740 NIXIE 337 1 RETURN TO ATTEMPTED -- UNA'GLE TO OC : 337594'74040 ?If??1P1?'/?111'II1?1?11'll?fll? 07 10/19/06 SENDER NOT KNOIJN FORWARD x'0601 -OO!540-17-03 uf?l?Ii " 11111'1 r'?11'111 ?-a1? Clearwater October 19, 2006 0 0 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM Glen Bahnick - City Of Clearwater 100 S Myrtle Avenue Clearwater, F133756 VIA FAX: 727-562-4755 RE: FLS2006-09063 -- 400 BAY AVE -- Letter of Completeness Dear Glen Bahnick - City Of Clearwater : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-09063. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on November 02, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, ohn Schodtler Planner II Letter of Completeness - FLS2006-09063 - 400 BAYAVE FIRST BAPTIST CHURCH OF CLEARW 331 CLEVELAND ST CLEARWATER FL 33755 - 4002 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 BEF INC 420 BAY AVE CLEARWATER FL 33756 - 5291 DEVOCHT, TOM R THE 319 S GARDEN AVE CLEARWATER FL 33756 - 5423 GAVIRAGHI, ADELIO SOLDATI, ELENA 80 ROGERS ST # BL-2 CLEARWATER FL 33756 - 5296 DEMICK, JOANNA L 80 ROGERS ST # 1-C CLEARWATER FL 33756 - 5275 MATTOX, RALPH E THE MATTOX, ANNE M THE 80 ROGERS ST # 2-C CLEARWATER FL 33756 - 5275 ITKEN, LOIS M 80 ROGERS ST # 3B CLEARWATER FL 33756 - 5275 GALLARO, CARMELO GALLARO, MAMIE 80 ROGERS ST APT 4A CLEARWATER FL 33756 - 5275 0 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 OAK BLUFFS CONDO ASSN INC 420 BAY AVE CLEARWATER FL 33756 - 5291 DEVOCHT, TOM R THE 319 S GARDEN AVE CLEARWATER FL 33756 - 5423 PRELUDE 80 CONDO ASSN 80 ROGERS ST CLEARWATER FL 33756 - 5296 NEW HORIZONS PROPERTIES 2330 STAGECOACH LAS CRUCES NM 88011 - 9002 SNOOK, FRED E SNOOK, SARA L 80 ROGERS ST # 2-A CLEARWATER FL 33756 - 5275 VALENTINO, FILOMENA A 80 ROGERS ST # 2-D CLEARWATER FL 33756 - 5275 FRANK, ROSE FRANK, JO ANN L 80 ROGERS ST # 3-C CLEARWATER FL 33756 - 5275 80 ROGERS ST TRUST 500 N OSCEOLA AVE # PH-E CLEARWATER FL 33755 - 3947 F ST BAPTIST CHURCH OF CLEARW 331 CLEVELAND ST CLEARWATER FL 33755 - 4002 BEF INC D/B/A OAKS OF CLEARWAT 420 BAY AVE CLEARWATER FL 33756 - 5291 DEVOCHT, TOM R THE 319 S GARDEN AVE CLEARWATER FL 33756 - 5423 TECHNOLOGY MGMT CORP 4790 LAKEWAY TER SHOREWOOD MN 55331 - 9367 LAVIN, JOSEPH J NEUMAN, LYNDA 4730 JANET PL LOS ANGELES CA 90041 - 2643 WILSON, ROBERT W WILSON, NAN I PO BOX 185 CLEARWATER FL 33757 - 0185 WELCH, JOHN W JR 80 ROGERS ST # 3A CLEARWATER FL 33756 - 5275 CAUDELL, GLENN R CAUDELL, SARAH B 80 ROGERS ST # 3-D CLEARWATER FL 33756 - 5275 ROSSEY, PAUL ROSSEY, ADELAIDE E 219 SUMMIT AVE SUMMIT NJ 07901 - 2213 BERNSTEIN, RONALD W HALFON, ZOHAR GIULIANO, NICK THE 80 ROGERS ST # 4-D 347 W 44TH ST GIULIANO, CAROL B THE CLEARWATER FL 33756 - 5275 NEW YORK NY 10036 - 5408 80 ROGERS ST # 5-13 CLEARWATER FL 33756 - 5275 FRUSTAQ, JACKIE 80 ROGERS ST # 5-C CLEARWATER FL 33756 - 5275 CAMPION, JOHN R CAMPION, MADONNA D 1255 N SANDBURG TER # 2411 CHICAGO IL 60610 - 8284 BARR, JAMES F BARR, WENDY E 80 ROGERS ST # 7-A CLEARWATER FL 33756 - 5201 HORDEN, JOAN P 80 ROGERS ST # 7-1) CLEARWATER FL 33756 - 5201 NOVITSKY, NORM THE NOVITSKY, STEPHANIE J THE 80 ROGERS ST # 8-C CLEARWATER FL 33756 - 5201 THOMAS, LARRY D SMITH-THOMAS, DIXIE G 7124 SPRUCEWOOD CT CINCINNATI OH 45241 - 1054 JELASO, DAVID V THE 80 ROGERS ST # 10-A CLEARWATER FL 33756 - 5201 LANIK, HANS LANIK, GABRIELE SHOVELSTRADE FARM ASHURST WOOD RH193YN 00009 - O'SULLIVAN, PAMELA 9 HUYTON HEY RD LIVERPOOL MERSEYSIDE L365FF 00003- GREAT BRITAIN SCOURBY WILLIAM G SCOURBY, DIANA C 80 ROGERS ST # 5-D CLEARWATER FL 33756 - 5275 KEHOE, MYLES 6131 77TH ST MIDDLE VLG NY 11379 - 1331 CAMPBELL, DAVID R CAMPBELL, PAULINE F ATTN: ANNEMARIE 249 N BRAND BLVD # 316 GLENDALE CA 91203 - 2609 WEINKOPFF, FRANK C WEINKOPFF, JOY H 80 ROGERS ST # 8A CLEARWATER FL 33756 - 5201 GRANGER, KEVIN GRANGER, CINDY 391 FALL RIVER RD REYNOLDSBURG OH 43068 - 7102 DEMICK, JAMES A DEMICK, JEAN M 80 ROGERS ST # 9-C CLEARWATER FL 33756 - 5201 GEROME, MARY F 80 ROGERS ST # IOB CLEARWATER FL 33756 - 5201 BENK, JOEL R BENK, DEBRA J 3679 COCHISE DR ATLANTA GA 30339 - 4330 SARIDAKIS, ANDREW SARIDAKIS, DOROTHY 80 ROGERS ST # 11-D CLEARWATER FL 33756 - 5201 ARTUNEK, GILDA 80 ROGERS ST # 6-A CLEARWATER FL 33756 - 5275 GROSS, JAY M THE GROSS, MILES S THE 3070 BRISTON PIKE STE 213 BENSALEM PA 19020 - 5364 ROSTIG, HARRY P THE ROSTIG, SANDRA J THE 80 ROGERS ST # 7-C CLEARWATER FL 33756 - 5201 HERRLIN, DORIS M 80 ROGERS ST # 8-B CLEARWATER FL 33756 - 5201 NIXON, JAMES O NIXON, BARBARA B 80 ROGERS ST # 9A CLEARWATER FL 33756 - 5201 TROLLOPE, ROWAN TROLLOPE, STEPHANIE 1929 N HOBART BLVD LOS ANGELES CA 90027 - 1615 TOLLKUEHN, HANNA THE TOLLKUEHN, H & H TRUST 41 N FT HARRISON AVE CLEARWATER FL 33755 - 4016 WOHL, STANLEY WOHL, PHYLLIS 80 ROGERS ST # 11-B CLEARWATER FL 33756 - 5201 MURPHY, J BRYAN MURPHY, MARY A 80 ROGERS ST # 12-A CLEARWATER FL 33756 - 5201 ERDTMANN, JOHANNA THE WU, SHERMAN H CROCKETT, ADDISON R 80 ROGERS ST # 12-B WU, JULIANNE L 80 ROGERS ST # 12-D CLEARWATER FL 33756 - 5201 80 ROGERS ST # 12-C CLEARWATER FL 33756 - 5201 CLEARWATER FL 33756 - 5201 ROHRBAiJGH, VIRGINIA B THE UUBBINI, MARJORIE E 80 ROGERS ST # PH-1 80 ROGERS ST # PH-2 CLEARWATER FL 33756 - 5296 CLEARWATER FL 33756 - 5296 ALTAN, HALIL ALTAN, ENG1N Z 80 ROGERS ST # PH 4 CLEARWATER FL 33756 - 0203 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 SOUTHARD, WILLIAM P SOUTHARD, ELISA M 401 VISTA CT BENICIA CA 94510 - 2715 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 PINELLAS COUNTY PINELLAS COUNTY PINELLAS COUNTY 315 COURT ST 315 COURT ST 315 COURT ST CLEARWATER FL 33756 - 5165 CLEARWATER FL 33756 - 5165 CLEARWATER FL 33756 - 5165 FLS2006-09063 - 400 Bay Avenue John S • Clearwater September 27, 2006 City Of Clearwater 100 S Myrtle Avenue Clearwater, F133756 16 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM VIA FAX: 727-562-4755 RE: FLS2006-09063 -- 400 BAY AVE -- Letter of Incompleteness Dear City Of Clearwater : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-09063. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Provide a tree inventory prepared by a certified arborist. Deal directly with Rick Albee on this condition. 2. Provide a landscape plan. (Downtown design guidelines require parking lots adjacent to a ROW be screened by landscaping or a solid wall or fence three feet in height.) 3. Provide. Notarized signature for Section of M of the application. 4. If Glen Bahnick is going to act as the agent we will need the authorization of agent sheet filled out. 5. Provide a signed and sealed and 13 copies of the subject property survey. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Monday, October 2, 2006 (12:00 noon). If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, J Schodder Planner II Letter of Incompleteness - FLS2006-09063 - 900 BAYAVE Map Output Page 1 of 2 • http://publlcgis.myclearwater.com/servlet/com.esri.esrimap.Esrimap?ServiceName=OVMap&ClientVersion=4.0&Form=True... 10/19/2006 CITY OF CLEARWATER MEMORIAL BRIDGE BLUFF PARKING LOT DRAINAGE REPORT AND APPLICATION FOR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT STANDARD GENERAL PERMIT Sections A, C, & H AUGUST 2005 PREPARED BY: THE CITY OF CLEARWATER 100 South Myrtle Ave, #220 P.O. Box 4748 Clearwater, FL 33758-4748 By: Michael D. Quillen, P.E. #33721 ORIGINAL RECEIVED OCT 19 2006 pLA,NNING ET CITY OF CLEARWAER MEMORIAL BRIDGE BLUFF PARKING LOT DRAINAGE REPORT TABLE OF CONTENTS Description Page Project Narrative 1 ERP Application 3 Figures Appendices List of Figures Location Map Aerial Photograph FEMA Flood Map USDA Soil Survey Map Legal Description Appendices Appendix A Water Quality Treatment Calculations Appendix B Modret Pond Recovery Appendix C Ownership Documentation Appendix D Geotechnical Report Appendix E Construction Plans 11 ORIGINAL RECEIVED OCT 19 2006 ?Lpjq4ING CITY OF C EEARWATERT 0 0 Pro iect Narrative PURPOSE The purpose of the Memorial Bridge Parking Lot project is to construct a 7,519 sf vehicle parking area on an undeveloped lot located in Clearwater, Florida. EXISTING SITE CONDITIONS The proposed project area is located south of undeveloped Court Street along the westbound approach of the newly constructed Memorial Causeway Bridge within the City of Clearwater, Section 16, Township 29S, Range 15E. The project area is located at the top of an area known as "the bluff'. The bluff sits approximately 30 feet above the Clearwater Harbor. Runoff from this area is conveyed through an existing pipe that discharges at the harbor. Based on the 1972 SCS survey for Pinellas County, the primary mapping unit for this area is Uc (Urban). PROPOSED PROJECT The existing drainage patterns for the site is to the north via overland flow then into the City of Clearwater Storm Sewer. Developed conditions are proposed to mimic this flow path. The proposed retention pond will outfall to the storm sewer located north of the project area. The proposed surface water management system has been designed to provide water quality treatment for the first '/" of rainfall runoff across the newly developed parking area. The retention system is designed to provide treatment via natural percolation. Runoff volumes in excess of the water quality volume will overflow a control structure and discharge directly to the Clearwater Harbor via the City of Clearwater Storm Sewer. Following a rainfall event, the pond is designed to recover to a dry bottom condition within 24 hours. The recovery analysis has been performed by the Modret software, as presented in the Appendix of this report. Values and assumptions made in the drawdown analysis were obtained by the Geotechnical Report , also presented in the AppendiGlNAL this report. RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • 0 CONSTRUCTION SCHEDULE AND TECHNIQUES The proposed Memorial Bridge Parking Lot is scheduled to be completed within 120 calendar days from the start date of the project. The contractor for this project is yet to be determined. The City of Clearwater will be responsible for the construction monitoring, record drawings, and as-built certifications for the project. The staging area for construction will be contained on-site. The City will utilize silt fence erosion control during the entire construction period as shown on the construction plans. The schedule of construction activities will remain variable to account for delivery and site conditions. Overall the activities will take place in the following order: • Installation of erosion control and tree barricades; • Construction of surface water management system (rough grading); • Overall clearing and grubbing; • Overall site grading; • Sub-base, base and asphalt construction; • Sodding, landscaping and removal of sediment from ponds. Practical BMPs to eliminate uncontrolled sediment transport off-site through surface water flows will be practiced and maintained as necessary. ORIGINAL RECEIVED OCT 19 2006 pLANNING DEPARTMENT CITY OF CLEARWATER 0 0 ST FL ENVIRONMENTAL RESOURCE O ? PERMIT APPLICATION r Q? O 1 SOUTHWEST FLORIDA WATER E MANAGEMENT DISTRICT O 2379 BROAD STREET • BROOKSVILLE, FL 34609-6899 9?9GEME?? (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 FOR AGENCY USE ONLY ACOE Application # DEP/WMD Application Date Received Date Received Proposed Project Latitude ) ¢ ? Fee Received $ . .Proposed Project Longitude ¢ ? Fee Receipt # SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? ¦ yes ? no Is this application being filed by or on behalf of an entity eligible for a fee reduction?[] yes ¦ no PART 2: A. Type of Environmental Resource Permit Requested (check at least one) ? Noticed General - include information requested in Section B. ? Standard General (single family dwelling)-include information requested in Sections C and D. ? Standard General (all other projects) - include information requested in Sections C and E. ¦ Standard General (minor systems) - include information requested in Sections C and H. ? Standard General (borrow pits) - include information requested in Sections C and I. ? Individual (single family dwelling) - include information requested in Sections C and D. ? Individual (all other projects) - include information requested in Sections C and E. ? Individual (borrow pits) - include information requested in Sections C and I. ? Conceptual - include information requested in Sections C and E. ? Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) ? Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) ¦ Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit D Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. ? Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit # and check applicable modification type. ? Alteration of a system ? Extension of permit duration ? Abandonment of a system D Construction of additional phases of a system ? Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. ? yes ¦ no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ? Individual ? Programmatic General ? General ?Nationwide ¦ Not Applicable E. Are you claiming to qualify for an exemption? Dyes ¦ no If yes, provide rule number if known FORM 547.27/ERP(8-94)APage 1 of 5 ORIGINAL RECEIVED OCT 19 2006 A- 1 PLANNING DEPARTMENT CITY OF CLEARWATER 0 • PART 3: A. OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME Michael D. Quillen, P.E. COMPANY AND TITLE COMPANY AND TITLE City of Clearwater City Engineer ADDRESS ADDRESS P.O. Box 4748 CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, FL 33758 TELEPHONE (727) 562-4743 TELEPHONE ( ) FAX (727) 562-4755 FAX ( ) C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN D. CONSULTANT (IF DIFFERENT FROM AGENT) AGENT IS USED) NAME NAME COMPANY AND TITLE COMPANY AND TITLE ADDRESS ADDRESS CITY, STATE, ZIP CITY, STATE, ZIP TELEPHONE ( ) TELEPHONE ( ) FAX ( ) FAX ( ) PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable:Memorial Bridge Bluff Parking Lot B. Is this application for part of a multi-phase project? ? yes ¦ no C. Total applicant-owned area contiguous to the project: Right of Way D. Total project area for which a permit is sought: 0.17 acres E. Total impervious area for which a permit is sought: 0.17 acres F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters: O.Oacres or 0 square feet ( hectares or square meters) G. Total number of new boat slips proposed: 0 ORIGINAL FORM 547.27/ERP(8-94)A Page 2 of 5 RECEIVED OCT 19 2006 PLANNING DEPARTMENT A_ 2 CITY OF CLEARWATER PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) Pinellas Section(s) 16 Township 29S Range 15E Section(s) Township Range Land Grant name, if applicable NIA Tax Parcel Identification Number N/A Street address, road, or other location: South of Court Street ROW, west of Memorial Causeway westbound approach City, Zip Code, if applicable : Clearwater, FL PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY. Proposed parking lot expansion. Creating 19 new vehicle parking spaces and 7,519 sf of new impervious area. System is designed to provide water quality treatment for %" over the new impervious area. Runoff in excess of the water quality volume will overflow into City of Clearwater Stormwater Sewer. FORM 547.27/ERP(8/94)A Page 3 of 5 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT A- 3 CITY OF CLEARWATER 0 0 PART 7: A. If there have been any pre-application meetings for the proposed project, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. Date(s) Location(s) Names No pre-application communications. B. Please identify by number any MSSW/WRM (dredge & fill)/ERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. N/A Agency Date Number/ Type Action Taken C. Note: The following information is required for projects proposed to occur in, on or over wetlands that need a federal dredge and fill permit and/or authorization to use state owned submerged lands. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed). 1. N/A 2. 3. 4. 5. 6. FORM 547.27/ERP(8/94)A Page 4 of 5 ORIGINAL RECEIVED OCT 19 2006 A- 4 PLANNING DEPARTMENT CITY OF CLEARWATFR PART 8: 0 0 A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and/or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. I understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. Michael D Quillen, P.E. City Engineer Type Prince Name o Owner, Applicant or Agent Corporate Tim-itapplicae Signature of Owner, Applicant or Agent Date B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above. Typed Printed Name of Owner or Applicant Corporate Title, if app icable Signature of Owner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. Michael D Quillen, P.E. City Engineer Type Printe Name Corporate Title, if applicable Signature care D. I certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules and specifications. I further agree that I or my engineering firm will furnish the applicant/ permittee with a set of guidelines and schedules for maintenance and operation of the surface water management system. By: Signature of Engineer of Record AFFIX SEAL Date: Phone: (727) 567-4743 FORM 547.27/ERP(8/94)A Michael D. Quillen, P.E. 33721 Name (please type) FL P.E. No. City of Clearwater Company Name P.O. Box 4748 Company Address Clearwater, FL 3375T City, State, Zip Page 5 of 5 ORIGINAL RECEIVED OCT 19 2006 A- 5 PLANNING DEPARTMENT CITY OF CLEARWATER ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET • BROOKSVILLE, FL 34609-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INFORMATION ON 8 %" BY 11" PAPER. Project Name: Memorial Bridge Bluff Parking Lot County: Pinellas owner: City of Clearwater Applicant: City of Clearwater Applicant Address: 100 S. Myrtle Ave. Clearwater. FL 33758 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliarwith the site to find it. Please see Location Map in this Report 2. Provide the names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: Runoff will overflow to Clearwater Harbor, an Outstanding Florida Water. 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of works. Please see Construction Plans in this Report 4. Briefly describe the proposed project (such as "construct a deck with boat shelter", "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): Construct 7,519 sf parking lot. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: No wetlands will be impacted. 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: There is no proposed mitigation FOR AGENCY USE ONLY Application Name: Application Number: Office where the application can be inspected: NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the applicant and has not been verified by the Southwest Florida Water management District. It may be subject to change prior to final agency action. ORIGINAL RECEIVED OCT 19 2006 C-1 PLANNING DEPARTMENT CITY OF CLEARWATER 0 • ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET • BROOKSVILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION H INFORMATION FOR GENERAL ENVIRONMENTAL RESOURCE PERMITS FOR MINOR SURFACE WATER SYSTEMS To obtain a General Permit for a Minor Surface Water Management System, the project must meet all of the requirements of Section A, Part 1 OR one of the requirements of Section A, Part 2 and both of the requirements of Section A, Part 3. Indicate which thresholds apply to your project and submit the information requested in Section B. A. Project Thresholds Pa? r? 1. _ The total land area does not equal or exceed 10 acres; 7??- The area of impervious surface will not equal or exceed two acres; Ar Any activities to be conducted in, on or over wetlands or other surface waters will consist of less than 100 square feet of dredging or filling; ? The activities will not utilize pumps for stormwater management; J[ The activities will not utilize storm drainage facilities larger than one 24 inch diameter pipe or its hydraulic equivalent; Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in /the Basis of Review; --V -/The proposed building floors will be above the 100-year flood elevations; ? The surface water management system can be effectively operated and maintained, and; _? The proposed activities will not cause significant adverse impacts to occur individually or cumulatively. Part 2. - 40D-4.051(3) - NORMAL AND NECESSARY FARMING AND FORESTRY Part 3. _? Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review described in Rule 40D-4.091(1), and ? The Surface Water Management System can be effectively operated and maintained. FORM 547.27/ERP(02/03)H Page 1 of 2 ORIGINAL RECENED OCT 19 2006 C-39 PLANNING DEPARTMENT CITY OF CLEARWATER B. Technical and Legal Information 1. Provide a copy of the boundary survey and/or a legal description and acreage of the total land area of contiguous property owned or controlled by the applicant, including the pro-t -it- 1.66,t4. PG5r_&J;4r/ak/ 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400' or more detailed, with total land, project area and any on-site wetlands delineated. AcRI R c.. Pff 7V ENGl.O S (-:-A . 3. Provide a detailed topographic map (with contours) of the site and adjacent hydrologically related area. The location and description of bench marks (minimum of one per major water control structure) should be included. .VP0 A#P gA*r-L-VSeb . 4. Describe the location, size (in acres) and type of any on-site wetlands or other surface waters. No wt>"Tc?w?S 5. Provide the project site development plan and acreage of the total area of impervious surface. S /YW N iRvC&0SE6 . 6. Provide the Surface Water Management System design plans, calculations and reports signed and seated by a Florida Registered Professional Engineer, as required by law. 7. Provide construction drawings signed and sealed by the design engineer showing the location and details of the Surface Water Management System including but not limited to any preserved wetlands, lakes, culverts, pipes, under drains, exfiltration trenches, discharge structures, pumps and related facilities such as paving, grading and erosion or sediment control measures to be employed. D"/&w PLAN-S 6"Ve. IeFo. 8. Indicate type of water quality treatment system used: _ Wet detention _ Off-line retention _? On-line retention _ Off-line exfiltration On-line detention w/ effluent filtration _ Other (explain) If a Water Use Permit has been issued for the project, state the permit number. /r /,f 10. Indicate how any existing wells located within the project site will be utilized or abandoned. /Nd WO-U-5 O-J $17-4:!F. 11. Provide a letter or other current evidence of potential acceptance by the operation and maintenance entity, if the entity is to be a public body such as a city or drainage district. If the entity is a homeowners or other association, final draft documents verifying either the present or imminent existence of such an organization and its ability to accept operation and maintenance responsibility are required. G/T`/ OF W'LL- A"JAIrl+I^.0 F"'C-d 4-1 rI- FORM 547.27/ERP(02/03)H Page 2 of 2 ORIGINAL RECENED C-40 ocT 19 2006 pLA,NNING CINOF LLEARWATER • • IGINAL ?, City of Clearwater Public Works Administration / Engineering OR Cl ml r Memorial Bridge Bluff W? E e? e r . - r Parking Lot S Drawn By: S, K, Reviewed TBy J.K Scale: N- T. S. NNING ?EPART?E R Grid # 2868 S - T - R 1 16 -29s-15e Date: 08104105 CIN OV. • • ORIGINAL N City of Clearwater Public Works Administration / Engineering U. REC 0 7 IVED t Memorial Bridge Bluff ,. ea ?..??.. ? 006 w E Parking Lot ING DEPARTMENT s Drawn By: S. K. Reviewed By: JK scare: N. T. S. PLANN CITY OF CLEARWATER Grid # 286B S - T - R 16-29s-15e Date: 08104105 i W 0 W Z Q Q 0 W W W HENDRICKS ? Q LAURA Q U S.R. 60 0 0 . -o PARK 0 Q m PIERCE ST Q ? PIERCE ? FRANKLIN PROJECT i- SITE COURT ST a ? W Q MARKLEY CHESTNUT ROGERS ST Q ROGERS Q? Q Q M J UW - Sp Z HAROLD OTT/S Peach I PINE wo00F 0 PINE ST N W Cr F1 Q ?. Crescent LIJ 0 0 o°og Q E? IL W (0 DRUID RD = W DRUID RD JASMINE WAY Q m F-7 I I F' ORIGINAL N City of Clearwater Public Works Administration / Engineering RECEIVED Memorial Bridge Bluff lea, Y1 W E 2006 Parking Lot PLANNING DEPARTMENT S Drawn By: S. K Reviewed By: J. K. Scale: N. T. S. CITY OF CLEARWATER Grid # 2868 S - T - R 16-29s-15e Date: 08104105 Appendix A Water Quality Treatment Calculations ORIGINAL, RECEIVE® OCT 19 2a PLANNING DEPARTMENT CITY OF CLEARWATER Memorial Bridge Bluff Parking Lot Pond Stage Storage Elevation Area (sf) Incremental Volume (cf Cummulative Volume (cf) 28.50 3 0 4 28.75 29 4 12 29.00 64 16 22 29.25 109 37 34 29.50 162 71 48 29.75 225 120 65 30.00 297 185 85 30.25 379 269 106 30.50 469 375 129 30.75 562 504 153 31.00 661 657 *Areas and elevations from CAD drawing ' **Volumes cacluated by Average-End Method. Set overflow at 470 cf By linear interpolation, set overflow elevation at 30.68 0 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • 0 MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : memorial bridge bluff parkig lot POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench 3.00 ft2 470.00 ft3 1.00 21.00 ft 22.00 ft 28.50 ft 28.50 ft 30.70 ft 0.30 34.00 ft/d 2.00 34.00 ft/d 0.30 1.00 Hydraulic Control Features: Top Bottom Left Right Groundwater Control Features - Y/N N N N N Distance to Edge of Pond 0.00 0.00 0.00 0.00 Elevation of Water Level 0.00 0.00 0.00 0.00 Impervious Barrier - Y/N N N N N Elevation of Barrier Bottom 0.00 0.00 0.00 0.00 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: MEMORIAL BRIDGE BLUFF PARKIG LOT STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 2.75 5.85 1 1.00 464.15 2 2.53 0.00 3 2.53 0.00 4 2.53 0.00 5 2.53 0.00 6 2.53 0.00 7 2.53 0.00 8 2.53 0.00 9 2.53 0.00 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • MODRET SUMMARY OF RESULTS PROJECT NAME : memorial bridge bluff parkig lot CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 22.000 0.000 *. 0.00000 0.00 22.000 0.02970 0.03388 3.75 28.558 0.03805 0.00 0.04086 3.84 28.500 0.03072 0.00 0.02058 8.81 25.937 0.01676 0.00 0.01295 11.35 25.385 0.01104 0.00 0.00913 13.88 24.995 0.00801 0.00 0.00689 16.41 24.702 0.00616 0.00 0.00543 18.94 24.470 0.00493 0.00 0.00442 21.47 24.281 0.00405 0.00 0.00368 24.00 24.124 0.00 Maximum Water Elevation: 28.558 feet @ 3.75 hours ORIGINAL Recovery @ 3.837 hours RECENED * Time increment when there is no runoff Maximum Infiltration Rate: 16.527 ft/day OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER PZ-J f 9 ca M w 00 ?a ) QI ? C cn d r - z W W 9 R VL;!-LYV .. 71 d r y ?.:` X 1 - ... ?o c.' F ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • Appendix B Modret Pond Recovery ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • Appendix C Ownership Documentation ORIGINAL, RECEIVED OCT 191006 PLANNING DEPARTMENT CITY OF CLEARWATER 0- I WARRANTY DEED .FROM COReORATrON- II3o"')f4334 RAMC ?•ORM J] d, R. x1007 PAGE t3J This Uarranty Deed AIRde „nd exerufed I111-21st day of March et. D. 19 73 by SENIOR CITIZENS SERVICES, INC., a Florida Non-Profit corporation, existing under the laws of Florida- and having its principal place of business at Clearwater, Florida, hereinafter called lite grattlor, to the CITY OF CLEARWATER, FLORIDA, a municipal corporation, f whose postoffice address is P. O. Box 4748, Clearwater, Florida 33518, hereinafter called 1lte grantee: (Wh er used herein the Irrms "grantor" nd "y niee•' elude all the parties to this imtrument and the hero, legal repiesenut;ves and atigm tI in dividuals, and the .cc.-,. 'and auisn, of corporatiorn) IltlleSSeth: Thal the grantor, for and in consideration of the sum of 5 10.00 and other valuable considerations, receipt whereof is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the grantee, all that certain land situate in Pinellas County, Florida, vi_: All of Lot 2 and the North 75 feet of Lot 1, Block 5, Clearwater Harbor, Florida, comprising A. C. Turner's Subdivision of gait of Section 16, Township 29 South. Range 15 East, as surveyed April 1884 by C. E. Worth, C.S. , according to Map or Plat thereof as recorded in Deed Book I'Ktl, Page 475. Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part, together with the submerged land as described in I.I.F. Deed #17486, filed for record November 27, 1968, as Instrument #68102375, in the Office of the Clerk of the Circuit Court in and for Pinellas County, Florida. Together with all the tenements, heredilaments and appurtenances thereto belonging or in any- wise appertaining. To Haut and to 140ldr the same in fee simple forever. Rnd the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and' c-,nvey said land; that it hereby fully war- rants the title to said land and will defend the same against th'• lawful claims of all persons whomsoever; and that said land is free of all encumbrances tcoAPOAAT'E SEAL) ??n fitness MUM the grantor has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by its proper officers lhereunlo duly authorized, the day and year first above written. .. -. 4ary SENIOR CITIZENS SERVICES INC. Sig7ed, sealed and 'd tvered in t. a presence of: r ?e I 1 l_ . l .. ta? :................. .. ........... .....p:lf .....---• .....................6 iU'Clz(UfT C, STATE OF FLORIDA FiaR 23 couNTY of PINELLAS S } 8 PH 173 1 HEREBY CERTIFY that no 'hi, day. beh.re m n ..flier, dole asahnrised in the State and Cory aforesaid is take acknowl,dgs'PL Nt peranroiIly appeared CRY well known to me to be the Prerident and respectively of the corporation named as grantor in the forecoint deed. and that they severally acknowledged .....ting the urnc in the presence of two subscribing witnesses freely and voluntarily took, -1-ity duly vest<d in them by said nvpu,at;..n and that the seat affixed rhoeto is the true carp-as, seal d said nvp.r.1mn...... WITNESS my hand and official uA in the Qouut, and Sute last afmrsaid this day of March D. 1973. RETURN TO: r•-? .. CITY CI, ? , 11'IC I'. O. n()X 47,18 c?.r:?r;?lr f.I ........ .. ....._ ................ ..... .... _....... Tlut Ifutnnnrnt prrparrd by: 1111:: 11:Y 11 :I`I t'I I. :IIL•/n.t.T \'.' l ; lit' rho,, " by (.r •.A: . ? (..:• ?- : n,t ?: (, ran , Iri.Ui J:nC lU. .a lll?l;iil:i:l?... .. . .... s' :1'll???,rt• lrY Bo,cJ.LL City 0 ti ORIGINAL RECENED 3T 1 q ?nnA NG DEPARTMENT PF CLEARWATER r all aN? 77130339 corf. _ 6-? afir COUNTY DEED < 1- G C C A ? G ? O u - ? ? C W 2 2:4 J U 0 o._ R. 4587 Wd50 7 THIS DEED, made this /0_day of t+ yea 1977, by PINELLAS COUNTY, a political subdivision of the State of Florida, party of the first part, and the CITY OF CLEARWATER, Florida, a municipal corporation, party of the second part, WITNESSETH that the said party of the first part, for and in consideration of the sum of $10.00 to it in hand paid by the party of the second part, receipt whereof is hereby acknowledged, has grantei, bargained and sold to the said party of the second part, its legal successors and assigns foraver, the following described land lying and being in.Pinellas County, Florida: All of Lot Z and North 75. 0 feet of Lot 1, Block 5, Clearwater Harbor, Florida, comprising A. C. Turner's Subdivision of part of Section 16, Township 29 South, Range 15 East, as surveyed April, 1884, by C. E. Worth, C. S. , according to map or plat thereof as recorded in CL.- Deed Book "W', page 475, of Public Records of Hillsborough at Gounty. Florida, of which Pinellas County was formerly a e.? part; LESS the following described Tract F. , a x ? :ti n 30 :s.- O ?.? hto C won= Xrz rt%- _0 a; x w co rn h+ nW-? V K- nC9 c? ~ m ;v c m K Km C' J •n, rj '. 87 wo•On? oWa t:1 N X 9 rt. w-4 c Cr ,p 1 .4 00 „ - C', Tract F Description_ Commencing at the East 1/4 corner of Section 16, Township Q 29 South, Range 15 East; thence run N 89° 12106" W, for a distance of 1855. 12 feet to a point, said point being a point of curvature on the centerline of construction for the City of Clearwater's proposed extension of Pierce Street, between Chestnut Street and Cleveland Street as indicated by construction plans prepared by the City Engineer in November, 1974 and referred to as Job Number 7244-D; thence run along the afore- mentioned centerline by a curve to the right having a radius of 235. 25 feet; through a central angle of 83° 1514211, an arc of 341. 87 feet, and a chord bearing N 48' 38'18" W, for a distance of 31Z. 57 feet to a Point of Tangency; thence run N 07' 00' Z7" W, for a distance of 88.78 feet to a Point of Curvature; thence run by a curve to the left having a radius of 230. 00 feet, through a central angle of 34'41' 14", an arc of 139. 24 feet, and a chord bearing N 24°21'03" W, for a distance of 137. 13 feet, to the intersection with the East line of Lot 1, Block 5, A. C. Turner's Subdivision according to plat thereof, as recorded in Deed Book "KII, page 475 of the Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part, for a Point of Beginning; thence S 00' 00' 54" W, along the aforementioned East line of Lot 1, a distance of Z0. 37 feet; thence run S 89'50'27" W, along a line being 75. 00 feet South of and parallel to the North line of said Lot 1, a distance of 14. 70 feet to the intersection with the proposed West right-of-way line of Pierce Street; thence N 55° 04' 17" W, along said right-of-way line a distance of 130.47 feet to the intersection with the North line of the aforementioned Block 5, A. C. Turner's Subdivision; thence N 89°50'27" E, along said North line of Block 5, a distance of 121. 69 feet to the Northeast corner of said Lot 1, Block 5, A. C. Turner's Sub- division; thence S 00°00'54" W, along the East line of said Lot 1, p - t of Be innin ORIGINAL RECEIVED OCT 19 2006 . a distance of 54. 63 feet to the oin U. g PLANNING DEPARTMENT CITY OF CLEARWATER -1- County Deed Page 2 A. C. Turner's Sub. ?. R. 4587 PAGE1508 (Property exchanged for Sand Key Coast Guard Station) Title to the land aforesaid is hereby conveyed with the understanding and intention of the parties heretr_ that the said land shall remain forever in public ownership and use and other ownership. or use shall, without notice, cause said title automatically to revert to and become vested in the party of the first part, its, legal successors and assigns. IN WITNESS WHEREOF the said party of the first part has caused these presents to be executed in its name by its Board of County Commissioners acting by the Chair or Vice-Chair of said Board the day and year aforesaid. ATTEST: HAROLD MULLENDORE PINELLAS COUNTY, FLORIDA by its Clerk of the Circuit Court Boa f County Commissioners By y Deputy Clerk J nne_Malchon, Chair o (Of#icial Seal) ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 Appendix D Geotechnical Report • ORIGINAL RECEIVED OCT 19 200& PLANNING DEPARTMENT CITY OF CLEARWATER • • f ,.r `IIt GROUND DOWN ENGINEERING, INC. 9232 RHEA DRIVE ODESSA, FLORIDA 33556 Phone: 813-920-8089 Fax: 813-926-3480 GEOTECHNICAL EXPLORATION POND AND ROADWAY STUDY CITY OF CLEARWATER THE OAKS PARKING LOT PINELLAS COUNTY, FLORIDA Prepared For City of Clearwater Engineering Clearwater, Florida August 2005 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER i August 5, 2005 Brian Barker, P.E. City of Clearwater Engineering 100 S. Myrtle Ave. #220 Clearwater, Florida 33758 0 RE: Report of Geotechnical Exploration CroundDown Engineerin¢ Inc. Pond and Roadway Study The Oaks Parking Lot - City of Clearwater Pinellas County, Florida GDE Job No. 05-390 Dear Mr. Barker: Ground Down Engineering, Inc. (GDE) has completed a geotechnical exploration forthe referenced project that you authorized. The purposes of this study were to explore general subsurface conditions within the proposed ponds and parking areas and to use the data obtained to develop recommendations related to earthwork procedures and roadway design. This report describes.our exploration procedure, presents the data obtained, and presents our conclusions and recommendations regarding the geotechnical engineering aspects of site design. In summary, based on the results of this subsurface exploration, it appears that the soils at the site are suitable for development of the proposed parking lot following the site preparation recommendations presented in this report. GDE appreciates the opportunity to participate in this project and we trust that the information included in this report is sufficient for your design. If you have any questions or comments concerning the contents of this report, please contact us. Sincerely, Ground Down Engineering, Inc. GDE FL Certificate of Authorization No. 9599 C "J4--' John C. Peak, P.E, Vice President FL Reg. No. 57018 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 9232 Rhea Drive • Odessa, Florida 33556 . phone 813-920-8089 • fax 813-926-3480 TABLE OF CONTENTS PROJECT INFORMATION ...............................................................................................................1 EXISTING SITE ......................................................................... ........................................................1 PROJECT APPROACH ............................................................... ........................................................1 SCOPE OF WORK ..................................................................... ........................................................1 SOIL SURVEY REVIEW ............................................................. ........................................................2 USGS TOPOGRAPHIC MAP REVIEW ......................................... ........................................................2 SUBSURFACE EXPLORATION .......................................................................................................2 FIELD EXPLORATION ................................................................ ........................................................ 2 Standard Penetration Test Borings ................................ ........................................................ 2 Soil Sample Handling and Classification ...................... ........................................................ 3 RESULTS ................................................................................. ........................................................ 3 Subsurface Conditions .................................................... ........................................................3 Soil Borings ...................................................................... ........................................................ 3 Groundwater ..................................................................... ........................................................ 3 Double Ring Infiltration Test Results ............................. ........................................................ 3 LABORATORY TESTING ............................................................ ........................................................4 RECOMMENDATIONS AND CONCLUSIONS .................................................................................4 Site Stripping ................................................................... ........................................................ 4 Proofrolling ...................................................................... ........................................................ 4 Structural Fill .................................................................... ........................................................4 Definition ....................................................................... .........................................................4 Soil Suitability ................................................................ .........................................................4 Placement ..................................................................... ......................................................... 5 PAVEMENT RECOMMENDATIONS ............................................. .........................................................5 Section Description ....................................................... .........................................................5 TESTING AND MONITORING ..........................................................................................................5 LIMITATIONS .......................................... .............................................................................. 5 ATTACHMENTS Site Location Plan (Figure 1) Boring Location Plan (Figure 2) Soil Profiles (Figure 3) DRI Results ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • The Oaks Parking Lot - Parking lot Pinellas County, Florida GDE Job No. 05-390 Page 1 PROJECT INFORMATION Existing Site Based on the project information provided for our review, we understand that the project is proposed to consist of a parking lot with an associated pond located on Pierce Boulevard in the City of Clearwater, Pinellas County, Florida. Project information was provided by City of Clearwater Engineering We have assumed minor earthwork will be associated with the site development and anticipated cut and fill quantities less than 2 to 3 feet. Project Approach The objective of the geotechnical investigation for the proposed project was to obtain information concerning the general subsurface conditions over the site in order to make preliminary geotechnical engineering estimates and recommendations in each of the following areas: ¦ Soil stratigraphy at the boring locations and the development of the approximate soil profile. ¦ General location and description of potentially deleterious materials which may interfere with construction progress or new structure performance, including buried or surficial existing fills, organics, construction debris, etc. ¦ Identification of some critical design or construction details, including present groundwater levels, estimated wet season levels, and seasonal fluctuations across the site. • Suitability and availability of materials found on-site, that might be excavated or moved during site grading, for use as structural fill in the building and pavement areas and as general backfill. ¦ Engineering criteria and recommendations for the placement and compaction of approved fill materials (if necessary) in and around all proposed pavement areas. ¦ Design and construction recommendations considering the water table conditions. Scope of Work In order to address the above objectives, our scope of work for this project included the following: Reviewed available published information on the site, including the United States Department of Agriculture (USDA) Soil Conservation Service (SCS) soil survey data for Pinellas County. Conducted a subsurface exploration program consisting of soil borings, subsurface sampling, and field-testing. Our exploration program for this project consisted of conducting 1 SPT boring to a depth of 10 feet and 1 DRI test within the pond location and 5 auger borings to a depth of 6 feet each within the proposed parking areas (Figure 2 - Boring Locations). Our testing included the collection of representative soil samples and recording the SPT blow counts during the drilling of the borings. Measured the stabilized groundwater levels at the boring locations. Reviewed and visually classified the recovered soils in the laboratory using the Uni'GAIGINAL RECENED C .: 19 2006 ' DINING DEP TIVIEiNI ORIGINAL • RECEWP-r OC I The Oaks Parking Lot - Parking lot f! Pinellas County, Florida GDE Job No. 05-390 PLANNING DEPN Page 2 r. 6C' Soils Classification System. Deva6weoltg-general soil stratigraphy over the site. ¦ Performed geotechnical engineering studies and analyses in order to develop geotechnical engineering recommendations for each of the objectives previously discussed for the proposed project. ¦ Prepared a geotechnical report that summarizes the course of our study, the field and laboratory data generated, the subsurface conditions encountered, and our geotechnical engineering recommendations for the proposed project. Soil Survey Review According to the U.S.D.A. "Soil Survey of Pinellas County", the soil types present on the subject site are: ¦ Made Land (Ma) & Urban Land (Uc) - Consists of various reworked soils to a depth of 80 inches. No valid estimates of historical seasonal high groundwater level are available. USGS Topographic Map Review The USGS topographic survey was reviewed for the site. The site is found on the Quadrangle map entitled Clearwater, Florida. From this review, the site is estimated to occur at an approximate elevation of +10 feet National Geodetic Vertical Datum (NGVD) of 1929. SUBSURFACE EXPLORATION Field Exploration The procedures used by Ground Down Engineering, Inc. for field sampling and testing are in general accordance with industry standards of care and established geotechnical engineering practice. A member of our staff performed a brief site reconnaissance, noting pertinent site and topographic features as well as surface indicators of the site's.geology. Our staff located the borings by estimating distances from existing features on site, based on a site / survey plan provided by City of Clearwater Engineering Because of the methods used, the boring locations shown on the attached Boring Location Plan (Figure 2) should be considered approximate. Standard Penetration Test Borings The SPT borings were advanced by means of a truck-mounted drill rig employing wet rotary drilling techniques. The SPT borings were performed continuously in the upper ten feet and at five-foot intervals thereafter. The soil samples were obtained at the depths where the SPT borings were performed. The soil samples were then classified in the field, placed in sealed containers, and returned to our laboratory for further evaluation by our project engineer. The SPT borings were performed in general compliance with standard field penetration test procedures. After drilling to the sampling depth and flushing the borehole, the standard two-inch O.D. split-barrel sampler was seated by driving it six inches into the undisturbed soil. Then the sampler was driven an additional 12 inches by a 140-pound hammer falling 30 inches. The number of blows required to produce the 12 inches of penetration is recorded as the standard penetration test value (N). These values are plotted on the left side of the Soil Profiles that appear in the Appendix of this report. Sampling performed in the upper ten feet utilized a 24 inch long split spoon. The sampler was driven 24 inches and the blows required to drive the sampler the middle six-inch increments were recorded as the N-value. Through this technique, the upper ten feet of the soil was sampled continuously. Detailed descriptions of the soils encountered during the SPT borings are presented in the Soil Profiles (Fig. 3). Soil Sample Handling and Classification • The Oaks Parking Lot - Parking lot Pinellas County, Florida GDE Job No. 05-390 Page 3 The soil samples obtained during the SPT borings were placed in sealed containers to retain moisture and returned to our laboratory. The samples were then reviewed by our project staff to confirm classifications, visually estimate the relative percentages of the soil's constituents (sand, clay, etc.), and identify pertinent structural features. The stratification lines shown on the boring records represent our interpretation of approximate boundaries between soil types. The transition between strata may be gradual. Our classifications are based on a visual estimation of the soil properties and our engineering experience with the soils found in this geologic area. Results Subsurface Conditions Soil Borings The borings generally encountered clean sands to an approximate depth of 10 feet below existing grade. Please note that the SPT-N values are presented adjacent to the soil profiles on Figure 3. The correlation of the SPT-N values with relative density, unconfined compressive strength and consistency are provided in the following table: Coarse-Grained Soils Fine Grained Soils Penetration Resistance N (blows/ft) Relative Density of Sand Penetration Resistance N blows/ft Unconfined Compressive Strength of Cla tons/ftZ Consistency of Cla 0-4 Very Loose <2 <0.25 Very Soft 4-10 Loose 2-4 0.25-0.50 Soft 10-30 Medium-Dense 4-8 0.50-1.00 Medium 30-50 Dense 8-15 1.00-2.00 Stiff >50 Very Dense 15-30 2.00-4.00 Very Stiff >30 >4.00 Hard Groundwater Groundwater was not encountered to an approximate depth of 10 feet below ground surface in the soil test borings that were performed in July of 2005. Based on our past site experience, the results of our investigation and review of the SCS soil survey, it is our opinion that the seasonal high groundwater table will be encountered approximately 10 feet below existing ground surface across the site. Surveyed elevations were not available at the time of this report. Significant fluctuations in the groundwater levels should be expected due to seasonal variations in rainfall, runoff, and other site-specific factors. Double Ring Infiltration Test Results Double Ring Infiltration (DRI) tests are used to measure the infiltration rate of water into a soil. This test method provides an estimate of the infiltration rate prior to saturation of the soil above the groundwater table. The test consisted of installing a 12 and 24-inch diameter steel ring concentrically into the ground to the desired test depth. Water was then added to a desired head level in both casings and held constant. The amount of water added to the inner casing vs. time was then recorded. This procedure was repeated every 15 minutes for a total of 4 hours or until a stabilized infiltration rate was achieved. The approximate location of the test is shown on the Boring Location Plan (Figure 2) in the Appendix. Graphical representations of the results are presented in the Appendix. The DRI test was performed in accordance with ASTM D-3385-75. ORIGINAL, RECENED OCT 19 2QQ6 PLANNING DEPARTMENT CITY OF CLEARWATER The Oaks Parking Lot - Parking lot Sh Pinellas County, Florida GDE Job No. 05-390 Page 4 Double Ring Infiltration test (DRI-1) produced a recommended infiltration rate of 17 inches per hour at an approximate test depth of 1.5 feet below grade. Laboratory Testing Our field representative sealed and returned the soil samples to the GDE commercial where a geotechnical engineer further examined them. We visually classified the soils according to the Unified Soil Classification System (ASTM D 2487). The resulting soil descriptions are shown on the attached drafted Soil Profiles (Figure 3). RECOMMENDATIONS AND CONCLUSIONS Site Stripping Prior to any construction, the site must be properly prepared. To prepare the site for construction, all existing topsoil, muck, debris, vegetation, and large roots down to finger-size should be removed including a 5-foot margin. The resulting excavations should be backfilled with soils as discussed in the structural fill section of this report. Proofrolling Following site stripping and any related excavation activity, and prior to any fill placement, proofrolling should be performed. We recommend using a vibratory roller having a static weight of at least ten tons. Compaction of the fill materials should continue until the roller has made at least ten passes over all areas of the site and the soils appear to be relatively firm and unyielding. Half of the roller passes should be perpendicular to the direction of travel of the other passes. Proofrolling should be closely monitored by our engineering technician to observe for unusual deflection of the soils beneath the compacting equipment. If unusual or excessive deflection is observed, then the areas should be undercut to firm soils and backfilled with structural fill placed in maximum one-foot thick lifts. Backfill soils should be of the same composition and be compacted to the same criteria as structural fill soils. Structural Fill Definition Soil used for structural fill can be defined as clean fine sand containing less than twelve percent material by weight that is finer than a number 200 sieve (fines) (material conforming to SP to SP-SM in the Unified Soils Classification System). However, material containing up to 35 percent fines (materials conforming to SC or SM in the Unified Soil Classification System) may be utilized as structural fill, if their plasticity index is less than 30, and the working subgrade is at least 2 feet above water or groundwater level. If fill material with higher fines content is used (< 35 percent fines), the materials will require the use of compaction equipment designed for clayey soils. This includes a sheeps foot or vibratory pad foot roller. In addition, a disk could be required to assist with drying the clayey soils in order to place them at or near their optimum moisture content. These materials must be placed at a 6-inch thick maximum lift so that they can be effectively compacted with a vibratory pad foot roller. Soil Suitability Based on our test boring results (Figure 3), in general, the soil materials encountered in the borings to an approximate depth of 10 feet should be satisfactory as a source of structural fill (if necessary). Stratum 1 soils can be utilized as fill, excluding any organic (root) material. Note: Pinellas County requires that ponds bottoms be excavated no closer than within 10-feet of the limestone layer. ORMN" RENIMED OCT 19 - 2006 PL A, NNING DEPARTMENT CITY N: (`(.FQn'ArA.TFP J 4 011" Placement • The Oaks Parking Lot - Parking lot Pinellas County, Florida GDE Job No. 05-390 Page 5 Fill should be placed in lifts not to exceed one foot thick. The fill material should be compacted to at least 95 percent of its modified Proctor maximum dry density (ASTM D-1557). Confined areas, such as utility trenches, should be compacted with manually operated vibratory compaction equipment. Pavement Recommendations We have not been provided with traffic distribution or frequency, nor have we performed Limerock Bearing Ratio (LBR) testing on the subgrade soils. We have assumed that a 20-year pavement life is desired, and that the coefficient of terminal serviceability is 2.5. Further assumptions are that the in- place soils, when compacted to at least 95 percent of their modified Proctor maximum dry density will exhibit a minimum LBR value of 15, and that the total number of equivalent 18-kip axle loads will be less than 100,000. Based on these assumptions, we recommend the following asphaltic concrete pavement section: Section Description Thickness in. Surface Course Type S-1 or S-3 Asphaltic Concrete with minimum Marshall stability of 1500 lbs. 1.5 Compacted to at least 95 percent of the maximum laboratory Marshall density. Base Course Limerock having a minimum LBR of 100 and compacted to at least 98 percent of its modified Proctor maximum dry density (ASTM D-1557). If the bottom of the base will be within 18 6 inches of the seasonal high groundwater level, then a moisture tolerant base will be required, such as shell, crushed concrete or soil cement. Subbase Stabilized* to a minimum LBR of 40 and compacted to at least 95 percent of the modified 6 Proctor maximum dry density ASTM D-1557). *Requires blending either shell or limerock with in-place surficial sand. Typical composite samples of subbase are comprised of 50% in-place sand and 50% imported material (limerock or shell). The previously recommended pavement section was developed using design guidelines published by the Florida Department of Transportation, Division of Road Operations. We recommend that methods and materials used for pavement construction conform to applicable sections of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1999 Edition. We further recommend that LBR tests be performed on the on-site soils prior to bidding the project to confirm that an LBR of 15 is available and to determine the appropriate volume of shell or limerock that must be added to the subgrade soils to produce an LBR of 40. Depending on this test result, the previous recommendations may have to be modified. TESTING AND MONITORING Construction monitoring and testing are essential to proper site construction and performance. Compliance with the recommended construction specification for compaction and soil types must be verified by our engineering technician familiar with the project construction. Observation of site preparation work is an integral part of the engineering recommendations contained in this report. Density tests should be performed for each lift of structural fill placed and per Pinellas County and City of Clearwater Specifications. LIMITATIONS This report has been prepared for the exclusive use of City of Clearwater Engineering for the specific application to the project previously discussed. Our conclusions and recommendations have been rendered using generally accepted standards of geotechnical engineering geology practice in the state of Florida. No other warranty is expressed or implied. ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLFAQWATFR • The Oaks Parking Lot- Parking lot Pinellas County, Florida GDE Job No. 05-390 Page 6 Our conclusions and recommendations are based on the design information furnished to us, the data obtained from the previously described subsurface exploration, and our experience. They do not reflect variations in the subsurface conditions that are likely to exist in the region of our borings and in unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. Should variations become apparent during construction, it will be necessary to re-evaluate our conclusions and recommendations based upon our on-site observations of the conditions. The site is underlain by limestone bedrock that is susceptible to dissolution and the subsequent development of karst features such as voids and sinkholes in the natural soil overburden. Construction in a sinkhole prone area is therefore accompanied by some risk that internal soil erosion and ground subsidence could affect new structures in the future. It is not possible to investigate or design to completely eliminate the possibility of future sinkhole related problems. In any event, the Owner must understand and accept this risk. The scope of our services does not include any environmental assessments or investigations for the possible presence of hazardous or toxic materials in the soil, groundwater or surface water within or in the general vicinity of the site studied. Any statements made in this report or shown on the test boring logs regarding unusual subsurface conditions and/or composition, odor, staining, origin or other characteristics of the surface and/or subsurface materials are strictly for the information of our client and may or may not be indicative of an environmental problem. If changes are made in the overall design or the location of the proposed facilities, or if the finish grades differ from those discussed herein, the recommendations presented in this report must not be considered valid unless the changes are reviewed by our firm and recommendations modified or verified in writing. We should be given the opportunity to review the foundation plan, grading plan and the applicable portions of the project specifications when the design is finalized. This review will allow us to check whether these documents are consistent with the intent of our recommendations. ORIGINAL RECEIVED OCT 19 2006 pLANNING DEPARTMENT CITY OF CLEARWATER ve r earw4te Park's Clearwater ut S . ?. ian lie x 3` E ?r:zl"e(S"3 b,. o y s"IsIt ? tom: _ _ ? _ ....".. I?yM/`?i':. RR+?R• ?'k ?. nAYwaf'w+lriw.s ?... s w.x ? 2YM4??"... .. ?? Y ....? ?("nJ i+ Mw 1A ?4 (6-t 16 p _ t -OK GROUND DOWN ENGINEERING THE OAKS PARKING LOT DATE: SCALE: JOB NO. yet 9232 RH DR VE ODESSA,FF .33556 OCATION MAP 7-21-05 AS SHOWN 05-390 VOICE 813.920.8089 FAX 813.926.3480 CITY OF CLEARWATER FL DRAWN BY: S. CAMACHO FIGURE 1 WWW.GROUNDDOWNENG.COM . ' CKD BY. J. PEAK SHEET 1 OF 1 3 C!„ ??) ,• Y i1 p S% 30:84 ?2 4" L"` n ERS- 12 „ $` v ITI ?~ y .. 32.61 12, { r 12' 32,18 j12 5 . , 1 . 7s S?? F? e 3o.7s t: 7g = > 36 24" 32,40 LB6707 (D 1 12 12'. x 32a9 ? ? ?.... _ ? 31170 3i3?Z. r 3XZf T' ( Q; 34 -- At-. 33.39 30.13 \3p 5t; 3t_t0 d2.ba troijh "cork •'? z 37 61L 74 34.53 r x 33:s? z 3 53 31.89 31.$ xrq = 3 08 in a 1$" 14 61 34a inv. 8° r W=2 6 inv,. E-2 9 inv. ue =2978 34.a? j}'t - 31.19 A 3344 rcp - _ _r. 3209 R ?_ _ ---• "i 8 rep 31:£54. X32.64 31.23 33.19 ? _ 33.2f San. c# eAn_ _ 3&07 53.84 34.16 33.79 1I J3,64 33.E£ 34. 31;57 x 32.39 it 0 /? d 33131 33 82 33.45 33.43 34.1$ 4.68 . 33,:&0 ? x33.H8 x3XS8 4. 33.51 33,55 33 34.4t: 34.99 3 3?.U5 1 01 >_ 3.4.57 34;51 33 t2 : 34.G3 31.42 33.T5 34:72[ 3435 c%'s 34-9i fi can rCIMP 34.14 34.24 QS xistinct 3.4.94 '6 4 35.15 34.3: 34.3 16:0$ x?. _ - 34:34 34:73 ? 345 69 Gon ?w 0 GROUND DOWN ENGINEERING DATE. SCALE: JOB NO. 9232 RHEA DRIVE THE OAKS PARKING LOT ODESSA, FL. 33556 BORING LOCATION PLAN 7-21-05 AS SHOWN 05-390 VOICE 813.920.8089 FAX 813.928.3480 CITY OF CLEARWATER FL. DRAWN BY.• S. CAMACHO FIGURE 2 WWW.GROUNDDOWNENG.COM ° CKDBY: J. PEAK SHEET 1 OF 1 BORING LOG B-1 0 " w ? w L? 2 z 5 - O = 3 a_ Li 3 o - 10, 5 AUGER LOGS A-1 A-2 A-3 w 0 w LL- z - Li 0 6 - - A-4 w 0 Li Ii - z - '0 a - Li A-5 LEGEND o 6 - Oi = BROWN, TAN FINE SAND (SP) ORIGINAL (SP) = UNIFIED SOIL CLASSIFICATION GROUP SYMBOL RECEIVED N = STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT OCT 19 2006 0.0 T = DEPTH TO EXISTING GROUNDWATER JULY, 2005 PLANNING DEPARTMENT CITY OF CLEARWATER NOTE: GROUNDWATER NOT ENCOUNTERED TO 10 FEET. GROUND DOWN ENGINEERING DATE: SCALE: JOB NO, 9232 RHEA DRIVE ODESSA,FL.33556 THE OAKS PARKING LOT 7-21-05 AS SHOWN 05-390 VOICE 813.920.8089 CITY OF CLEARWATER FL. FAX 813.928.3480 ? DRAWN BY. S. CAMACHO FIGURE 3 WWW.GROUNDDOWNENG.COM CKDBY: J. PEAK SHEET 10F1 20.00 18.00 16.00 r 14.00 m 12.00 c 0 T 10.00 4- 8.00 c m 6.00 c 4.00 2.00 The Oaks Parking Lot Pinellas County, FL GDE Site No. 05-390 DRI 1 19.00 17.50 5.00 Recommended Stabilized Infiltration Rate = 17 in./hr. 0.00 i r I ,-- - r i r r I 15 30 45 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 60 90 120 180 240 Elasped Time (min.) U 0 0 Appendix E Construction Plans ?? FSTFL°? Southwet Florida Water Management District o ?C CEM An Equal Bartow Service Office Lecanto Service Office opportunity 170 Century Boulevard Suite 226 Employer Bartow, Florida 33830-7700 3600 West Sovereign Path (863) 534-1448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 SUNCOM 667-3271 Heidi B. McCrea Chair, Hillsborough Talmadge G. "Jerry" Rice Vice Chair, Pasco Patsy C. Symons Secretary, Desoto Judith C. Whitehead Treasurer, Hernando Edward W. Chance Manatee Jennifer E. Closshey Hillsborough Neil Combee Polk Thomas 0. Dabney Sarasota Watson L. Haynes 11 Pinellas Janet D. Kovach Hillsborough Todd Pressman Pinellas David L. Moore Executive Director Gene A. Heath Assistant Executive Director William S. Bilenky General Counsel October 21, 2005 Michael D. Quillen, P.E. City of Clearwater Post Office Box 4748 Clearwater, FL 33758 2379 Broad Street, 130,sville, 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 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 Subject: Notice of Final Agency Action for Approval ERP General for Minor Systems Permit No. 46029437.000 Project Name: City of Clearwater - Memorial Bridge Bluff Parking Lot County: Pinellas Sec/Twp/Rg e: 16/29S/1 5E Dear Mr. Quillen: This letter constitutes notice of Final Agency Action for approval of the permit referenced above. Final approval is contingent upon no objection to the District's action being received by the District within the time frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statute (F. S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. be in accordance with these plans. ORIGINAL RECEIVED The enclosed approved construction plans are part of the permit, and construction must OCT 19 2006 CINOF CC RWAER l?7 L.5 Q 1'! L5 PLANNING DT ?25M CITY OF CLEARWATER PUBLIC WORKS ADMINISTRATION _^ Permit No.: 46029437.000 • Page 2 0 October 21, 2005 If you have questions concerning the permit, please contact Daniel Golus, at the Tampa Service Office, extension 2108. For assistance with environmental concerns, please contact Alberto J. Martinez, P.W.S., extension 2007. Sincerely, a96?? Alba E. Mis, P.E., Director Tampa Regulation Department AEM:DMG:elb Enclosures: Approved Permit w/Conditions Attached Approved Construction Drawings Statement of Completion Notice of Authorization to Commence Construction Noticing Packet (42.00-039) Sections 28-106.201 and 28-106.301, F.A.C. cc/enc: File of Record 46029437.000 ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL FOR MINOR SURFACE WATER MANAGEMENT SYSTEMS PERMIT NO. 46029437.000 Expiration Date: October 21, 2010 Issue Date: October 21, 2005 This permit is issued under the provisions of Chapter 373, Florida Statutes (F.S.) and the Rules contained in Chapters 40D-4 and 40D-40, Florida Administrative Code (F.A.C.). The permit authorizes the Permittee to proceed with construction of a surface water management system in accordance with the information outlined herein and shown by the application, approved drawings, plans, specifications, and other documents, attached hereto and kept on file at the Southwest Florida Water Management District (District). Unless otherwise stated by permit specific condition, permit issuance constitutes certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. All construction, operation and maintenance of the surface water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this permit. PROJECT NAME: City of Clearwater - Memorial Bridge Bluff Parking Lot GRANTED TO: City of Clearwater Post Office Box 4748 Clearwater, FL 33758 ABSTRACT: This permit authorizes the construction of a 0.17 acre project, which consists of a parking lot expansion, along with the associated stormwater management facilities. Runoff from the project area is conveyed to the proposed stormwater pond through sheet flow. Water quality treatment is provided in the pond through dry retention. The site is located at the southwest intersection of Pierce Boulevard and Court Street, in Pinellas County. OP. & MAINT. ENTITY: City of Clearwater COUNTY: Pinellas SEC/TWP/RGE: 16/29S/15E TOTAL ACRES OWNED ORIGINAL OR UNDER CONTROL: 0.49 RECEIVED PROJECT SIZE: 0.17 Acre OCT 19 2006 LAND USE: Government PLANNING DEPARTMENT CITY OF CLEARWATER DATE APPLICATION FILED: August 23, 2005 AMENDED DATE: N/A SPECIFIC CONDITIONS If the ownership of the project area covered by the subject permit is divided, with someone other than the Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. Permit No.: 46029437.000 Page 2 October 21, 2005 2. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to: Tampa Regulation Department Southwest Florida Water Management District 7601 U.S. Highway 301 North Tampa, FL 33637-6759 The permit number, title of report or information and event (for recurring report or information submittal) shall be identified on all information and reports submitted. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the professional engineer so employed. This information shall be submitted prior to construction. 4. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Tampa Service Office a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1.659, F.A.C., and signed, dated and sealed as-built drawings. The as-built drawings shall identify any deviations from the approved construction drawings. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to cooperate in this regard by allowing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. 6. For dry bottom retention systems, the retention areas shall become dry within 72 hours after a rainfall event. If a retention area is regularly wet, this situation shall be deemed to be a violation of this permit. 7. The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. For systems utilizing retention or wet detention, the inspections shall be performed two (2) years after operation is authorized and every two (2) years thereafter. 8. If limestone bedrock is encountered during construction of the surface water management system, the District must be notified and construction in the affected area shall cease. 9. The Permittee shall notify the District of any sinkhole development in the surface water management system within 48 hours of discovery and must submit a detailed sinkhole evaluation and repair plan for approval by the District within 30 days of discovery. 10. The District, upon prior notice to the Permittee, may conduct on-site inspections to assess the effectiveness of the erosion control barriers and other measures employed to prevent violations of state water quality standards and avoid downstream impacts. Such barriers or other measures should control discharges, erosion, and sediment transport during construction and thereafter. The District will also determine any potential environmental problems that may develop as a result of leaving or removing the barriers and other measures during construction or after construction of the project has been completed. The Permittee must provide any remedial measures that are needed. ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Permit No.: 46029437.000 0 Page 3 46 October 21, 2005 11. This permit is issued based upon the Permittee's certification that the surface water management system meets all applicable rules and specifications, including the Conditions for Issuance of Permits provided in Rule 40D-40.301(1), F.A.C. If at any time it is determined by the District that the Conditions for Issuance have not been met, upon written notice by the District, the Permittee shall obtain a permit modification and perform any construction necessary thereunder to correct any deficiencies in the system design or construction to meet District rule criteria. The Permittee is advised that the correction of deficiencies may require re-construction of the surface water management system. GENERAL CONDITIONS The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. Authorized Signature ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER N? STATEMENT OF COMPLETION AND REQUEST FOR TRANSFER TO OPERATION ENTITY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET ! BROOKSVILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 Within 30 days after completion of construction of the surface water management system, the owner or authorized agent must obtain the original plus one copy of this form and two complete sets of certified as-built drawings for the surface water management system structures and appurtenances. Upon receipt, this Statement of Completion will be reviewed and the system may be inspected for compliance with the approved permit and as-built drawings. The operation phase of this permit is effective when the Statement of Completion form is signed by an authorized District representative. 1. SURFACE WATER MANAGEMENT SYSTEM INFORMATION: Permit No.: Project Name: Address: City, State, Zip: (] A. At the time of final inspection, the surface water management system was completed substantially in accordance with the permitted construction plans and information. Any minor deviations from the permitting plans and specifications will not prevent the system from functioning in compliance with the requirements of Chapters 40D-4 and 40D-40, or 40D-45, or 40D-6, Florida Administrative Code (F.A.C.). (The as-built drawings and information submitted to the District shall confirm this certification.) 2. I HEREBY CERTIFY THAT (please choose accurately and check only one box): County: Permittee: Telephone: • [ ] B. At the time of final inspection, the system was NOT completed in substantial conformance with the permitted construction plans and information. (The registered professional engineer shall describe the deviation(s) in writing, and provide confirming depiction on the as-built drawings and information.) This certification shall be verified by TWO COPIES of attached "as-built" drawings (as-built drawings must be signed, dated and sealed by a Florida Registered Professional Engineer or Professional Land Surveyor and Mapper, as required by State Law). By: Signature of Engineer of Record Name (please type) Fla. P.E. Reg. No. • AFFIX SEAL • Company Name Date: mm/dd/yyyyformal Company Address Phone: City, State, Zip RECEIVED FORM 547.27/SOC (06/00) Pagel of 3 OCT 19 2006 Rule 4013-1.659, F.A.C. PLANNING DEPARTMENT CITY OF CLEARWATER AS-BUILT DRAWINGS AND INFORMATION CHECKLIST Following is a list of information that is to be verified and submitted by the Engineer of Record in support of the Statement of Completion. L. On behalf of the permittee, the Engineer shall certify that: a. At the time of final inspection, the surface water management system was completed substantially in accordance with the permitted construction plans and information. Any minor deviations from the permitting plans and specifications will not prevent the system from functioning in compliance with the requirements of Chapters 40D-4 and 4013-40, or 4013-45, or 4013-6, F.A.C. (The as-built drawings and information submitted to the District shall confirm this certification; or b. At the time of final inspection, the system was NOT completed in substantial conformance with the permitted construction plans and information. (The registered professional engineer shall describe the deviation(s) in writing, and provide confirming depiction on the as-built drawings and information.) 2. The Engineer's certification shall be based upon on-site observation of construction (scheduled and conducted by the professional engineer of record or by a project representative under direct supervision) and review of as-built drawings, with field measurements and verification as needed, for the purpose of determining if the work was completed in accordance with original permitted construction plans, information and specifications. 3. The as-built drawings are to be based on the District permitted construction drawings revised to reflect any changes made during construction. Both the original design and constructed condition must be clearly shown. The plans need to be clearly labeled as "as-built" or "record" drawings. As required by law, all surveyed dimensions and elevations required shall be verified and signed, dated and sealed by a Florida registered professional surveyor and mapper or professional engineer. The following information, at a minimum, shall be verified on the as-built drawings, and supplemental documents if needed: a. Discharge structures - Locations, dimensions and elevations of all, including weirs, orifices, gates, pumps, pipes, and oil and grease skimmers; b. Side bank and underdrain filters, or exfiltration trenches - locations, dimensions and elevations of all, including clean-outs, pipes, connections to control structures and points of discharge to receiving waters; C. Storage areas for treatment and attenuation - dimensions, elevations, contours or cross-sections of all, sufficient to determine stage-storage relationships of the storage area and the permanent pool depth and volume below the control elevation for normally wet systems; d. System grading - dimensions, elevations, contours, final grades or cross-sections to determine contributing drainage areas, flow directions and conveyance of runoff to the system discharge point(s); e. Conveyance - dimensions, elevations, contours, final grades or cross-sections of systems utilized to divert off-site runoff around or through the new system; f. Water levels - existing water elevation(s) and the date determined; g. Benchmark(s) - location and description (minimum of one per major water control structure); and h. Wetland mitigation or restoration areas - Show the plan view of all areas, depicting a spatial distribution of plantings conducted by zone (if plantings are required by permit), with a list showing all species planted in each zone, numbers of each species, sizes, date(s) planted and identification of source of material; also provide the dimensions, elevations, contours and representative cross-sections depicting the construction. 4. Submit the final subdivision plat or other legal documents, as recorded in the county public records, showing dedicated rights-of-way, easement locations and special use areas that are reserved for water management purposes and continuing operation and maintenance. 5. Additional information will be shown on the as-built drawings or otherwise provided as needed to verify and support the Statement of Completion (example: home owners association final documents, and other items required by permitting conditions.) FORM 547.27/SOC (06/00) Page 3 of 3 s ? f a An qua! Op bl ? P Heidi B. McCrea Chair, Hillsborough Talmadge 6. "Jerry" Rice Vice Chair, Pasco Patsy C. Symons Secretary, Desoto Judith C. Whitehead Treasurer, Hernando Edward W. Chance Manatee Jennifer E. Closshey Hillsborough Neil Combee Polk Thomas G. Dabney Sarasota Watson L. Haynes 11 Pinellas Janet D. Kovach Hillsborough Todd Pressman Pinellas David L Moore Executive Director Gene A. Heath Assistant Executive Director William S. Bilenky General Counsel 2379 Broad Street rooksville, Florida 34604.6899 (352)796- 7211 01600-4231476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Bartow Service Office Lecanto Service Office Sarasota Service Office Tampa Service Office 170 Century Boulevard Suite 226 6750 Fruitville Road 7601 Highway 301 North Bartow, Florida 33830.7700 3600 West Sovereign Path Sarasota, Florida 34240-9711 Tampa, Florida 33637.6759 (863) 534-1448 or Lecanto, Florida 34461-8070 (941) 377-3722 or (813) 985-7481 or 1-800-492-7862 (FL only) (352) 527-8131 1-800-320-3503 (FL only) 1-800536-0797 (FL only) SUNCOM 572-6200 SUNCOM 667-3271 SUNCOM 531-6900 SUNCOM 578-2070 NOTICING PACKET PUBLICATION INFORMATI ON PLEASE SEE THE REVERSE SIDE OF THIS NOTICE FOR A LIST OF FREQUENTLY ASKED QUESTIONS (FAQ) The District's action regarding the issuance or denial of a permit, a petition or qualification for an exemption only becomes closed to future legal challenges from members of the public ("third parties"), if 1.) "third parties" have been properly notified of the District's action regarding the permit or exemption, and 2.) no "third party" objects to the District's action within a specific period of time following the notification. Notification of "third parties" is provided through publication of certain information in a newspaper of general circulation in the county or counties where the proposed activities are to occur. Publication of notice informs "third parties" of their right to challenge the District's action. If proper notice is provided by publication, "third parties" have a 21-day time limit in which to file a petition opposing the District's action. A shorter 14-day time limit applies to District action regarding Environmental Resource Permits linked with an authorization to use Sovereign Submerged Lands. However, if no notice to "third parties" is published, there is no time limit to a party's right to challenge the District's action. The District has not published a notice to "third parties" that it has taken or intends to take final action on your application. If you want to ensure that the period of time in which a petition opposing the District's action regarding your application is limited to the time frames stated above, you may publish, at your own expense, a notice in a newspaper of general circulation. A copy of the Notice of Agency Action the District uses for publication and guidelines for publishing are included in this packet. Guidelines for Publishing a Notice of Agency Action 1. Prepare a notice for publication in the newspaper. The District's Notice of Agency Action, included with this packet, contains all of the information that is required for proper noticing. However, you are responsible for ensuring that the form and the content of your notice comply with the applicable statutory provisions. 2. Your notice must be published in accordance with Chapter 50, Florida Statutes. A copy of the statute is enclosed. 3. Select a newspaper that is appropriate considering the location of the activities proposed in your application, and contact the newspaper for further information regarding their procedures for publishing. 4. You only need to publish the notice for one day. 5. Obtain an "affidavit of publication" from the newspaper after your notice is published. 6. Immediately upon receipt send the ORIGINAL affidavit to the District at the address below, for the file of record. Retain a copy of the affidavit for your records. ORIGINAL Southwest Florida Water Management District RECENED Records and Data Supervisor , i 9 206 2379 Broad Street Brooksville, Florida 34604-6899 3LANNING DEPARTMENT f`1.F.APWATER Note: If you are advertising a notice of the District's proposed action, and the District's final action is different, publication of an additional notice may be necessary to prevent future legal challenges. If you need additional assistance, you may contact Myra Nolen at ext. 4338, at the Brooksville number listed above. (Your question may be on the FAQ list). 42.00-039 (Rev 06/05) NAE OF FINAL AGENCY ACTION THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT Notice is given that the District's Final Agency Action is approval of the nDWA RECEIVED on acres to serve known as OCT 19 2006 PLANNING DEPARTMENT The project is located in County, Section(s) CITY OF CLEARWATER Township South, Range East. The permit applicant is whose address is The permit No. is The file(s) pertaining to the project referred to above is available for inspection Monday through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m., at the Southwest Florida Water Manage- ment District (District) NOTICE OF RIGHTS Any person whose substantial interests are affected by the District's action regarding this permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statutes (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or final action; (2) state all material facts disputed by each person requesting the hearing or state that there are no disputed facts; and (3) otherwise comply with Chapter28-106, F.A.C. A request for hearing must be filed with and received by the Agency Clerk of the District at the District's Brooksville address, 2379 Broad Street, Brooksville, FL 34604-6899 within 21 days of publication of this notice (or within14 days for an Environmental Resource Permit with Proprietary Authorization for the use of Sovereign Sub- merged Lands). Failure to file a request for hearing within this time period shall constitute a waiver of any right such person may have to request a hearing under Sections 120.569 and 120.57,F.S. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the District's final action may be different from the position taken by it in this notice of final agency action. Persons whose substantial interests will be affected by any such final decision of the District on the application have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's final action in this matter is not available prior to the filing of a request for hearing. 42.00-039 (Rev. 09/04) ORIGINq? RECEIbED NAME OF NEWSPAPER IL,T 19 2006 Published (Weekly or Daily) (Town or City) (County) FLORIDA STATE OF FLORIDA PLANNING DEPARTMENT COUNTY OF CITY Of ??,EARWATER Before the undersigned authority personally appeared , who on oath says that he or she is o t , a newspaper published at in County, Florida; that the attached copy of advertisement, being a in the matter of in the Court, was published in said newspaper in the issues of Affiant further says that the said is a newspaper published at , in said County, Florida, and that the said newspaper has heretofore been continuously published in said County, Florida, each and has been entered as 'second-class mail matter at the post office in , in said County, Florida, for a period of 1 year next preceding the first publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn to and subscribed before me this day of , 19_, by , who is personalty known to me or who has produced (type of identification) as identification. (Signature of Notary Public) (Print, Type, or Stamp Commissioned Name of Notary Public) (Notary Public) History: s. 2, ch. 19290, 1939; CGL 1940 Supp. 4668(2); s. 6, ch. 67-254; s. 1, ch. 93-62; s. 291, ch. 95-147. 'Note.yRedesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996. Note: Former s. 49.05. 50.061 Amounts chargeable.V (1) The publisher of any newspaper publishing any and all official public notices or legal advertisements shall charge therefore the rates specified in this section without rebate, commission or refund. (2) The charge for publishing each such official public notice or legal advertisement shall be 70 cents per square inch for the first insertion and 40 cents per square inch for each subsequent insertion, except that: (a) In all counties having a population of more than 304,000 according to the latest official decennial census, the charge for publishing each such official public notice or legal advertisement shall be 80 cents per square inch for the first insertion and 60 cents per square inch for each subsequent insertion. (b) In all counties having a population of more than 450,000 according to the latest official decennial census, the charge for publishing each such official public notice or legal advertisement shall be 95 cents per square inch for the first insertion and 75 cents per square inch for each subsequent insertion. (3) Where the regular established minimum commercial rate per square inch ofthe newspaper publishing such official public notices or legal advertisements is in excess of the rate herein stipulated, said minimum commercial rate per square inch may be charged for all such legal advertisements or official public notices for each insertion, except that a governmental agency publishing an official public notice or legal advertisement may procure publication by soliciting and accepting written bids from newspapers published in the county, in which case the specified charges in this section do not apply. (4) All official public notices and legal advertisements shall be charged and paid for on the basis of 6-point type on 6-point body, unless otherwise specified by statute. (5) Any person violating a provision of this section, either by allowing or accepting any rebate, commission, or refund, commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083. (6) Failure to charge the rates prescribed by this section shall in no way affect the validity of any official public notice or legal advertisement and shall not subject same to legal attack upon such grounds. History: s. 3, ch. 3022, 1877; RS 1298; GS 1729; RGS 2944; s. 1, ch. 12215,1927; CGL 4668; ss. 1, 2, 2A, 213, ch. 20264,1941; s. 1, ch. 23663,1947; s. 1, ch. 57-160; s. 1, ch. 63-50; s. 1, ch. 65-569; s. 6, ch. 67-254; s. 15, ch. 71-136; s. 35, ch. 73-332; s. 1, ch. 90-279. Note.VFormer s. 49.06. 50.071 Publication costs; court docket fund.V (1) There is established in Broward, Dade, and Duval Counties a court docket fund for the purpose of paying the cost of the publication of the fact of the filing of any civil case in the circuit court in those counties by their counties by their style and of the calendar relating to such cases. A newspaper qualified under the terms of s. 50.011 shall be designated as the record newspaper for such publication by an order of a majority of the judges in the judicial circuit in which the subject county is located and such order shall be filed and recorded with the clerk of the circuit court for the subject county. The court docket fund shall be funded by a service charge of $1 added to the filing fee for all civil actions, suits, or proceedings filed in the circuit court of the subject county. The clerk of the circuit court shall maintain such funds separate and apart, and the aforesaid fee shall not be diverted to any other fund or for any purpose other than that established herein. The clerk of the circuit court shall dispense the fund to the designated record newspaper in the county on a quarterly basis. The designated record newspaper may be changed at the end of any fiscal year of the county by a majority vote of the judges of the judicial circuit of the county so ordering 30 days prior to the end of the fiscal year, notice of which order shall be given to the previously designated record newspaper. (2) The board of county commissioners or comparable or substituted authority of any county in which a court docket fund is not specifically established in subsection (1) may, by local ordinance, create such a court docket fund on the same terms and conditions as established in subsection (1). (3) The publishers of any designated record newspapers receiving the court docket fund established in subsection (1) shall, without charge, accept legal advertisement for the purpose of service of process by publication under s. 49.011(4), (10), and (11) when such publication is required of persons authorized to proceed as insolvent and poverty-stricken persons under s. 57.081. History: s. 1, ch. 75-206. 42.00-039 (Rev 06/05) PART H HEARINGS INVOLVING DISPUTED ISSUES OF MATERIAL FACT 28-106.201 Initiation of Proceedings. (1) Unless otherwise provided by statute, initiation of proceedings shall be made by written petition to the agency responsible for rendering final agency action. The term "petition" includes any document that requests an evidentiary proceeding and asserts the existence of a disputed issue. of material fact. Each petition shall be legible and on 8 '/z by 11 inch white paper. Unless printed, the impression shall be on one side of the paper only and lines shall be double-spaced. (2) All petitions filed under these rules shall contain: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation ofhow the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action; and . . (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. (3) Upon receipt of a petition involving disputed issues of material fact, the agency shall grant or deny the petition, and if granted shall, unless otherwise provided by law, refer the matter to the Division of Administrative Hearings with a request that an administrative law judge be assigned to conduct the hearing. The request shall be accompanied by a copy of the petition and a copy of the notice of agency action. (4) A petition shall be dismissed if it is not in substantial compliance with subsection (2) of this rule or it has been untimely filed. Dismissal of a petition shall, at least once, be without prejudice to petitioner's filing a timely amended petition curing the defect, unless it conclusively appears from the face of the petition that the defect cannot be cured. (5) The agency shall promptly give written notice to all parties of the action taken on the petition, shall state with particularity its reasons if the petition is not granted, and shall state the deadline for filing an amended petition if applicable. Specific Authority 120.54(3), (5) F.S. Law Implemented 120.54(.5), 120.569, 120.57 F.S. History-New 4-1-97, Amended 9-17-98. C PART III PROCEEDINGS AND HEARINGS NOT INVOLVING DISPUTED ISSUES OF MATERIAL FACT 28-106.301 Initiation of Proceedings (1) Initiation of a proceeding shall be made by written petition to the agency responsible for rendering final agency action. The term "petition" includes any document which requests a proceeding. Each petition shall be legible and on 8 %i by 11 inch white paper or on a form provided by the agency. Unless printed, the impression shall be on one side of the paper only and lines shall be double-spaced. (2) All petitions filed under these rules shall contain: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner, the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the agency's proposed action; (e) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action; and (f) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. (3) If the petition does not set forth disputed issues of material fact, the agency shall refer the matter to the presiding officer designated by the agency with a request that the matter be scheduled for a proceeding not involving disputed issues of material fact. The request shall be accompanied by a copy of the petition and a copy of the notice of agency action. (4) A petition shall be dismissed if it is not in substantial compliance with subsection (2) of this Rule or it has been untimely filed. Dismissal of a petition shall, at least once, be without prejudice to petitioner's filing a timely amended petition curing the defect, unless it conclusively appears from the face of the petition that the defect cannot be cured. (5) The agency shall promptly give written notice to all parties of the action taken on the petition, shall state with particularity its reasons if the petition is not granted, and shall state the deadline for filing an amended petition if applicable. Specific Authority 120.54(5) F.S. Law Implemented 120.54(5), 120.569, 120.57 F.S. Histor}--New 4-1-97, Amended 9-17-98. ORIGINAL RECEIVED OCT 19 2006 PLANNING DEPARTMENT 42.00-028 (10/99) CITY OF CLEARWATER EXHIBIT "A" All activities shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit. 2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be kept at the work site of the permitted activity. The complete permit shall be available for review at the work site upon request by District staff. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 3. For general permits authorizing incidental site activities, the following limiting general conditions shall also apply: a. If the decision to issue the associated individual permit is not final within 90 days of issuance of the incidental site activities permit, the site must be restored by the permittee within 90 days after notification by the District. Restoration must be completed by re-contouring the disturbed site to previous grades and slopes re-establishing and maintaining suitable vegetation and erosion control to provide stabilized hydraulic conditions. The period for completing restoration may be extended if requested by the permittee and determined by the District to be warranted due to adverse weather conditions or other good cause. In addition, the permittee shall institute stabilization measures for erosion and sediment control as soon as practicable, but in no case more than 7 days after notification by the District. b. The incidental site activities are commenced at the permittee's own risk. The Governing Board will not consider the monetary costs associated with the incidental site activities or any potential restoration costs in making its decision to approve or deny the individual environmental resource permit application. Issuance of this permit shall not in anyway be construed as commitment to issue the associated individual environmental resource permit. 4. Activities approved by this permit shall be conducted in a manner which does not cause violations of state water quality standards. The permittee shall implement best management practices for erosion and a pollution control to prevent violation of state water quality standards. Temporary erosion control shall be implemented prior to and during construction, and permanent control measures shall be completed within 7 days of any construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibility of transferring suspended solids into the receiving waterbody exists due to the permitted work. Turbidity barriers shall remain in place at all locations until construction is completed and soils are stabilized and vegetation has been established. Thereafter the permittee shall be responsible for the removal of the barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 5. Water quality data for the water discharged from the permittee's property. or into the surface waters of the state shall be submitted to the District as required by the permit. Analyses shall be performed according to procedures outlined in the current edition of Standard Methods for the Examination of Water and Wastewater by the American Public Health Association or Methods for Chemical Analyses of Water and Wastes by the U.S. Environmental Protection Agency. If water quality data are required, the permittee shall provide data as required on volumes of water discharged, including total volume discharged during the days of sampling and total monthly volume dis- charged from the property or into surface waters of the state. ERP General Conditions Individual (Construction, Conceptual, Mitigation Banks), General, Incidental Site Activities, Minor Systems Page 1 of 3 ORIGINAL RECEIVED 41.00-023{03/04) OCT 19 2006 PLANNING DEPARTMENI CRY OF CLEARWATER 0 0 15. This permit is valid only for the specific processes, operations and designs indicated on the approved drawings or exhibits submitted in support of the permit application. Any substantial deviation from the approved drawings, exhibits, specifications or permit conditions, including construction within the total land area but outside the approved project area(s), may constitute grounds for revocation or enforcement action by the District, unless a modification has been applied for and approved. Examples of substantial deviations include excavation of ponds, ditches or sump areas deeper than shown on the approved plans. 16. The operation phase of this permit shall not become effective until the permittee has complied with the requirements of the conditions herein, the District determines the system to be in compliance with the permitted plans, and the entity approved by the District accepts responsibility for operation and maintenance of the system. The permit may not be transferred to the operation and maintenance entity approved by the District until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District, the permittee shall request transfer of the permit to the responsible operation and maintenance entity approved by the District, if different from the permittee. Until a transfer is approved by the District, the permittee shall be liable for compliance with the terms of the permit. 17. Should any other regulatory agency require changes to the permitted system, the District shall be notified of the changes prior to implementation so that a determination can be made whether a permit modification is required. 18. This permit does not eliminate the necessity to obtain any required federal, state, local and special District authorizations including a determination of the proposed activities' compliance with the applicable comprehensive plan prior to the start of any activity approved by this permit. 19. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40D-4 or Chapter 40D-40, F.A.C. 20. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. 21. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under section 373.421(2), F.S., provides otherwise. 22. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of Rule 4013-4.351, F.A.C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 23. Upon reasonable notice to the permittee, District authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to insure conformity with District rules, regulations and conditions of the permits. 24. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the District and the Florida Department of State, Division of Historical Resources. 25. The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. ERP General Conditions Individual (Construction, Conceptual, Mitigation Banks), General, Incidental Site Activities, Minor Systems Page 3 of 3 ORIGINAL RECEIVED 41.00-023{03/04) OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER w ? SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT NOTICE OF AUTHORIZATION TO COMMENCE CONSTRUCTION City of Clearwater - Memorial Bridge Bluff Parking Lot PROJECT NAME Government PROJECT TYPE Pinellas COUNTY 16/29S/1 5E SEC(s)/TWP(s)/RGE(s) City of Clearwater PERMITTEE ORIGINAL RECEMD APPLICATION NO.: 46029437.000 DATE ISSUED: October 21, 2005 OCT 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER L??A? Issuing Authority THIS NOTICE SHOULD BE CONSPICUOUSLY DISPLAYED AT THE SITE OF THE WORK 41.00-075 (10/92) ac:rr x .7 fPYA 14 c ? ?L LONG RANGE PIANNING DFVF,I,OPMFNT RFVIFW December 22, 2006 Mr. Glen Bahnick 100 South Myrtle Avenue Clearwater, Florida 33756 CITE' OF C LEARWATE R PLANNING DEPARTMENT POST OI'I7CF Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SFRVIChs BUILDING, 100 SOU'CH MYRTLE AVF,NUI;, CLFARWAT'FR, FLORIDA 33756 TiiIATHONE (727) 562-4567 FAx (727) 562-4865 Re: FLS2006-09063 (400 Bay Avenue) Dear Mr. Bahnick: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On November 2, 2006, the Development Review Committee (DRC) reviewed your Flexible Standard Development to permit a nine-space parking lot with in the Downtown (Downtown Core) Zoning District, per Section 2-902.I. of the Community Development Code. The DRC APPROVED this application based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact: 1. That the 0.491 acre subject site is located at the intersection of Court Street and Memorial Causeway (SR 60); 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the property is located within the Downtown Core character district; and 4. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2-902 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility standards as per Section 2-902.I of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level One and Level Two Approvals as per Section 3-913 of the Community Development Code; 4. That the development proposal is consistent with the Downtown Design Guidelines; and FRANK I IIRRARD, MAYOR JOi W Dm,\N, COt Nni.,.%wmm;:r. 110)7 I IANIIIA ON, COtaNCIIA P:MBIT' 13u.t. JONSON, COUN<:u., ntnuseit ® Cmo.t:N A. 1'rrr•.rscN, COt Nc:n_ r:w+r:R "EcUAL I",MPLOYNIENT AND Arr•u;ntATivit A(: f tON 1"MITOVFR" December 22, 2006 400 Bay Avenue - FLS2006-09063 Page 2 That the development proposal is consistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Downtown Core character district. Conditions of Ap rp oval: 1. That on or before December 28, 2007, the sidewalk in the R.O.W. shall receive a decorative treatment, such as brick pavers or scored and colored concrete surface; 2. That prior to the issuance of any building permits, turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards Index #108; 3. That prior to the issuance of any building permits, provide thermoplastic directional arrows in white for better traffic flow; 4. That prior to the issuance of any building permits, provide current City standard handicapped parking and sign details. Use City of Clearwater Contract Specifications and Standards Index 118 &119; and 5. That prior to the issuance of any building permits, provide stop (R1-1) sign with stop bar where appropriate per current MUTCD standards. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, those development plans received on October 19, 2006. Pursuant to Section 4-303 of the Community Development Code, an application for a building permit shall be made within one year of Flexible Standard Development approval (by December 22, 2007) with all required certificates of occupancy being obtained within two years of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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. Should you have any questions, please do not hesitate to contact John Schodtler, Planner II at (727) 562-4547 or via e-mail at iohn.schodtler(a).mvclearwater.com. Sincerely, !& tu Y Michael Delk, AICP Planning Director S:\Planning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Bay Avenue 400 (D) - Approved\FLS2006-09063 Development Order.doc yY~'. AVy~'P b~,~~#i"1, r.r v~ Y. 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IVo. d5-X056-ElV I NQRINSIDE-DR o OLDSMAR Q 0 ~ o a Q r - - - 'Cl." ' x ~ ~ _ J N ~ ~ m ] ~ a m ' ~ ~ ti' ~ S.R. 58D DUNEDIN w Q A ffi ' s.R. seD ~ s~ ' ~ 9 _ - ~ • Q~ ~ ~i~(• • GEGRGIAN CITY t~FFICIALS F P NRGWI ST ~ Q.-E AR7 d ENTERPRISE~P G ui R c~~'~0 ~ SAFET HARBOR ~~NES Frank: Hibbard Ma or Seat 1 o ~ ~ ~ $ , a Y < NRGINIA ST g a ? 3' ~ < m ~ it a N °REW John Doran Councilmember Seat 2 3 < g ~ ~ vtii ~ v°,? a ~ r ~ a ~ ~ ~ ~ ~ o < ~ m ~ a HENDRICKS Hoyt, Hamilton Counczlmember Seat 3 UNION ST UNION ST w aLAURA < ~ C~ a m ~ 3 Z 4 ? 3 ? Carlen .Petersen Councilmember Seat 4 < ~ ~ g T ~ < SUNSET T-RD PAIN ST ACAG SUNSET PGNT AD ~ No o ? Bill Jonson - Councilmember Seat 5 ~ ~ z RK r ~i m o 0 S x ~ 9 ~ William B. Horne II Cit Mana er ~ ~ ~ W PIERCE ST ~ I LL? ? P? Q. BA1110N m rc S R 590 0 FRANKLIN ~ j ~ W CGUR7 S7 a W l~ahshld Arasteh, P.E. q _ W J a ~ PAL41ETT0 ~ 0 ~~j~ Q IAAR~KLE ~ . ~ ~.f , G ST °HES'~ Public Works. Administrator , ~ a ~ g ~ < ~ m sT x s ~ ~ ROGERS a ROGERS `L O DREW ST DREW ST a~ c7RIGINAI, ~ @~ ~ ~ ~ RECENEd s.R, o aFVELAND sr o ~ 7~~ 4 ~ ~ ~ SPprn Peoch~ PINE ~ s~ a ~ a ~ T ' °o i Michael D. uillen P.E.. acr 2~os U ST COURT-ST CU TO BAY-Blw SR. 80 f ° ~ 5 cr a?° ~ c lr~t En sneer PLANNING DEPARTMENT ~ °RUi° J b CITY OF CLFj4RWAiER F c ~ ~ ~ ~ a rc~ ~ ~ ~ ~ ~ m 8 a ~ 9 0~1 ~ LAI(ENEW-~-R ~ x ~ o w m H~ Approved By Pro JeCt CITY ENGINEER MICHnEL D. QuI , P.E. # 33721 t a m x ~ nrr~~inn _ Q Tt a - ~ 1 Y NURSERY RU M h~l Date Approved '.-BELLEAIR eaiemR -RD ° 0 LARGO Plan Set No. 2003057 2 3a.76 31,06 Catch Basin ~!4 Grate 30,69 \ 31.25 x 3,.0, 30.6, Throat 30.55 Storm MH ~9 Inv 18" RCP SW 28.60 ®WWllllllWll® DREW ST ~ S.R. 590 Rim 31.34 a Inv 18" RCP SE 28,54 n 6 \ „ NORTH ~ fl zn ~ ?4 ~~~Cr,] o Inv 48~ RCP W 12,22 ry9, 31 Inv 24 RCP S 28,59 ry~q Inv 48 RCP E 12,39 ~°x 30.71 3131 Inv 24 RCP N 28,41 30.78Y,\~ 3~ Q 2~ A ' )Q' 4Q' y a ~ ~~,UHENDRICKS a ~ a` aGROVE~ Storm MH #8 \ I Rim 30,97;31.07 3,.63 o LAURA a 3 ~ LAURA ~ $T I v 18" RCP W 20.82 rp , ~ ~o n \ 9~ti ~ SCALE, 1 = 20 „ ? ~ ~ ~ 1 = 20 PROJECT ~ ~ ~aevEl LAND ryry. Inv 18 RCP E 21.40 27.30 x o " \ ti \P GRAPHIC SCALE IN \ M q ( FEE ALE (IN FEET) LOCATION `"~o ~ o? ~ ~9 w N BREAK INTO MH x \ \p \ \ a Storm MH 10 C v rc ~ PARK 1~ ST ~ w I INV 18 RCP SW \ 31.22 31.56 p \ Rim 31,65 X5.92 12550 do ~ \ %31.42 \c Inv 18" RCP S 18,65 PIERCE ST =?~a ~ a Z Q o \ 6 n Inv 18 RCP E 2.82 ~ ` o I a \ \ \ tnv 18 RCP N 18,46 ~ P~ E ~ PIERCE ~ 31.57 \ ``18,. 6,.0 31,33 31.13\ \ FRANKLIN ST ~ ¢ ~ 5.91 ` RCP a ~ \ \ \ o ti hry . ..1 '~0' x 28.86 ~ \ J~Q (~1 •~o' COURT ST a W ? F ti I \ a, \\\~~e~ 31.940 \ Dom- \ "~1' tio' ~'yQ~, "*-S,R. 60 COURT a S ~ L.,.1 ~ ~ / ~ o \ s 31.43 31.74 Grate Inlet #5 9^ / \ ~ o"' ~ Grote 31,77 Grate Inlet #6 s~GQ ST O ESINUT gT ~ S' R 60 ~ ~ ~ a> p PERM/T 0 Y ry ti / .p \ \ © 0 x 31.63 Inv 18 RCP NE 25.36 Grate 30,00 UNIMP OVED R.0 W. •3047 \ p .TYPE FTP- \ Inv 18 RCP NW 25,50 0 ~ 31.40 © ~ ROGERa~ ~ ROGERS o~ ~ o, o \ 6 INDEX 119 \ \ CONST 6 (HICK SIDEWALK I 0 ry 9 `l > p 30.9 t ~ 31.60. \ `7i ^i° \ ti x ~ \ ~ p \ Storm MM 7 rya. ~j v X06 3a.oz _ _ \ \\~e \ "~o• INDEX N0. 109 # ~ ~ ~ ~ - ~ ~ (D~ ~ \ \ \ Rim 32.05 TURNER _ - .y~• \ oo Inv 18" PVC S 22.60 6.9s - - RCP o xz s~ 31.6\ Inv 24 PVC S 19,42 tf 4s ~ \ \ \ „ r-- I I .7 32.0 x31sa Inv 24 PVC N 19.05 3 l 9ry X9.82 \ \ ,,o~ /0 U CONSI I/fRTICAL • 1.7 6 \ 32.10 r• 30.'4 ~ 3 LG, \ 116.94 V ~ CUR a 1.76 J 31.75 L~CATI ON MAP Inv 48 RCP E 0,28 .x.34 x ~ t~ ~i 31a a \ 30.43 ~ ~ 's\\ 1 Not To Scale - - - - ~ 1 x I \ ~°3~ ~ 0 / ~ ~ ~ T 31.94 32,17 32,53 T1.8 \•as ua\\\ ~ ~jx 3 1 CONST FDOT TYP C INLET 10 / 32,,1 ~ \ 's9 x 3,. /i / .9 \ p~ Ja \ X32.1 _ \ / / / / W RETlCUL/ GRATE INDEX 232) ~ ~ \ •sa , \ \ FIR -Q- ~0/ 1.76 GRATE 30 0 , ~ \ ti. r 26.75 1' 1{ 30 x ~ ~ 32.89 \ 32.44 ~ \ --a- ..24 lNV 98 CP NE ~ 3 05 \ GG6 \ \ ~0 3168. LEGAL DESCRIPTION ~ J ~ \ ti• 0~' ti~ ~ 32.11 FIB GLASS OR NONCORROSIVE I ~ ~ \ \ ~y ~ ? l ETER 12° q x 32. ~ \ \ x 1 ~ ~ TAL SKIMMER AROUND PERM 9,20 o x \ \ sal I ~ OF INLET TOP OF SKIMMER 3 l ~ x - 1 ~ 32.35 .1.78 32.16 R-2.5 ~ 3.6 \ ~ ~ ~ A PORTION OF LOT 2 AND A PORTION OF THE NORTH 75 FEET OF LOT 1, BLOCK 5, A.C. TURNER'S SUBDIVISION, SECTION 16, TOWNSHIP 29 ~t I 0' ' s? x / SOUTH, RANGE 15 EAST, RECORDED IN DEED BOOD "K", PAGE 475, OF / ote\ w 1 32.08. \ ~33.1o s~ • yr 0 12" . TREE E-MOVA~~ I > A l THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH ti .Ol 0 ~ ~ O ~ 3, 7 , 3250 ~ l>` t~ w ~ x is / ~ -p- PQQ ~e~ , of ~ 12" a 2. ~ ~1 ~ -rs- n 31. II PINELLAS COUNTY WAS FORMERLY A PART, BEING MORE PARTICULLARY ~ T~ al / ~ 32,34 R \ ~ MATCH EXIST PAVEMENT DESCRIBED AS FOLLOWS: CEMENT J.1~/ i 2 p ~ ~ ~ x 33, 33.,a I COMMENCE AT THE .SOUTHEAST CORNER OF OAK BLUFFS A CONST POND SEE SEC110N A-A 8" ~ 3.83 II ~ N ~ ~ / 2•' x 33.09 ~ I COMMERCIAL CONDOMINIUM, PLAT BOOK 102, PAGES 96-100, OF THE SHEET ~ of 12" 33.27 30.76 31.79 x ~ 32.36 \ 3 .Da Catch Basin #1 PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N00'05'20"E, / I 3 Grote 32.44 / 16" '2 , 3 Throat 32.31 (BASIS OF BEARINGS); ALONG THE EAST BOUNDARY OF OAK BLUFFS A 6° „ R I ~ 32.19 ' 1 2 Q x 32.4 x Rah x 32. \ 33.04 COMMERCIAL CONDOMINIUM, ALSO BEING THE WEST RIGHT-OF-WAY LINE 18" ~ 1 12' - - _ _ L66707 qyQ ~ 3, 5i \ OF BAY AVENUE, A DISTANCE OF 388,27 FEET, TO THE NORTHEAST ~9i 2.46 33.082 ' • ^i ~0 \ pr CORNER OF SAID OAK BLUFFS A COMMERCIAL CONDOMINIUM; THENCE 31.70 ~ 33.20' iD" 34,19 ~ catch basin 30.13 ~ ~ ~ . - #l 33. 2~' 3_39 ~ = = _ _ = _ - ~.32 x _ \\\~p N89'10'33"W, ALONG 'THE SOUTH BOUNDARY OF SAID NORTH 75 FEET os ' .40 2.06 ~ 2.89. / x 3 \ 0 rim=31,02 II 6~OlN EXIST ?•.IN`EXIST~ JOIN EXIS 33.79 .33.84 ~ \\a OF LOT 1, BLOCK 5, A.C. TURNER'S SUBDIVISION, ALSO BEING THE NORTH BOUNDARY OF OAK BLUFFS A OMMERCIAL CONDOMINIUM, A / ® \ ~ throat=30.05 II 33,81E / ~ ~ ra h r~n1:~~ 3 • 4 \,\c, _ 39. ~0 50f ~ 32. _ \ DISTANCE OF 71.89 FEET, TO THE POINT OF BEGINNING; THENCE E 25.59 1 6 inv. 18 rcp ~ 0 ~ 3.41"' x 7 \ - • p - I % ~ I r 4 T 3 . I 0 a5 MA P /G \ 3 tl S N EXlsr PAl~Erf~ENT~ ~ ~ Inv. W-25,28 30 cm S P 3i.89 321 CONTIUE N$9'10'33"W, ALONG THE SOUTH BOUNDARY OF THE NORTH 75 I x 3.38 34.13 ~ k 33.38 ~ I \ ~ ~ ~ FEET OF SAID LOT 1 AND THE SOUTH BOUNDARY OF LOT 2, BLOCK 5, i 33.83k 31,09 \ \ ~ \ grate 33.14 ~ ~ 41 a \ l,~ grat 31,08 34.os ~ ° 33,50 A\ A,C. TURNER'S SUBDIVISION, A DISTANCE OF 159.94 FEET, TO A 3o s inv 18 r,,,,~/ 29,61 ~ \ ~ \ ~ InY 1 rcp W 27,96 „ " X33,25 .33. 33.94 p 33.9i~\ 33. 3\k _ WITNESS REFERENCE POINT A; THENCE CONTINUE N89'10'33"W, ALONG (0~'._,-`.~_ 3,.19 inv 18" r E 27,99 --iav 6 pvc 29,$2 x \ \ \ 1 33, 6 L u \ LS29 5 18 str m~_,__~;` _ _ 32.09 inv 4 pvc 29,78 7~, 33.62 \0 \ s,s, _ _ - THE SOUTH BOUNDARY OF SAID LOT 2, BLOCK 5, A DISTANCE OF 109.17 FEET, TO THE SOUTHWEST CORNER OF LOT 2 BLOCK 5, A.C. ~ N 31.04 ~ _.18 rcp_. ~ ---x V 34.13 34.,) ~ > " .37 ~ 1.2" J "`3z G4 .~.-3 .319 33.21 ~ 34J6 ~ ~ \ ~ \ - u II e31.46 ~ • p xx 34.66 34.7 \aCS~ - _ _ TURNER'S SUBDIVISION; THENCE N23'57'23"E, ALONG THE WEST BOUNDARY OF LOT 2, BLOCK 5, A.C, TURNER'S SUBDIVISION, A J~ ~ 3'S 34.67 S .c II 9 3,40 oil 34J3t~a3.70 DISTANCE OF 81.55 FEET, TO THE NORTHWEST CORNER OF SAID LOT 2, .o x 32.39 q~C , .`366' 33.45 oSPr 34.19 34,68 \ Q BLOCK 5; THENCE S89'10'33"E, ALONG THE NORTH BOUNDARY OF LOT II 3157 w San. clean out S ~ C S 33.51 \ rn s Ir 33.60 Q~3.88 x 33.58 33.61 6 ~ 34.14 II -0 \ 33.46 Q 2, BLOCK 5, A.C. TURNER'S SUBDIVISION, ALSO BEING THE SOUTH 31.89'x`=_.--- gl9hi CUrb 33,55 '^--x-34,41 34.89 34,05 L , . \ 34.57 34.30 I U \ x 33.69 x33.s9 RIGHT-OF-WAY LINE OF COURT STREET, FORMERLY HAVEN STREET, A 33.12-.. _ • 34.51 a.7 34.63 34.85 33.42 33.75 3 2 34.97 II L DISTANCE OF 107.56 FEET, TO A WITNESS REFERENCE POINT B; THENCE 35.03 C~S 34.9, COnC 34,19 ~I~O x34A5 CONTINUES 89'10'33"E, ALONG THE SAID NORTH BOUNDARY OF SAID ~35.0~4 34.30 p \ .34.24 34,36 34,66 N35.08 x 34.94 \ 35.,5 ` 33.46 LOT 2, BLOCK 5, A DISTANCE OF 66.00 FEET, TO A POINT OF 35.20 34.34 34.73 34.69 \ 35.24 34.72 INTERSECTION WITH THE PROPOSED WEST RIGHT-OF-WAY LINE OF 35.28 34,8, \ STATE ROAD 60; THENCE 539'26'17"E, ALONG THE PROPOSED WEST RIGHT-QF-WAY LINE OF STATE ROAD 60, A DISTANCE OF 98.26 FEET, 10" x 33.92 TO THE POINT OF BEGINNING. x 35.15 x 33.92 x 34.21 PARCEL CONTAINING 16598.68 SQUARE FEET, MORE OR LESS. 34.71 35.19 RECEIVED x 3a.71 x 34,a2 x 3a,a2 I J. ~ ~L"06 10 I I PLANNING DEPARTMENT CITY OF CLEARWATER SITE .DATA EXISTING REQUIRED PROP45ED Land Area 0.35 ac. NlA 0.35 ac. 15,100 s.f. NIA 15,100 s.f. Existing Dwelling Units 0 NIA 0 Proposed Dwelling Units 0 NIA 0 Gross Floor Area 0 (~q 0 Parking Spaces 9 wA 9 Total Paved Area 0 NIA 5985 s.f. Building Height 0 50' Max. 0 Impermeable Surface Ratio 0 NIA 0.09 Floor Area Ratio NIA NIA NJA RECORD DRAWINGS DRAWN BY DESIGNED BY M.Q. CHECKED BY CONTRACT NO. CITY OF CLEARWATER FLORIDA BEFOREOYOU NOVO G.L.B. 05-0056-EN SURVEYED BY DR 11 G : EXCAVATE AWN BY 11 f. PUBLIC WORKS ADMINISTRATION OAK BLUFFS PARKING LOT SCALE SURVEYED BY BOOK NO. JOB NO. CALL LOCAL PUBLIC RENEWED BY , ERr. N/A SR 575 2003057. ENGINEERING UTILITY NOTIFICATION PROJECT ENgNEER DATE 400 BAY AVENUE ' DALE ORAW7/' /M DWG NAME SHEET NO, HORIZ, 1 -20 10 06 2003057 2 OF 7 100 S. Myrtle Ave. CENTER •ry,Q Q 11 ? TOLL FREE i APPROVED BY [ I) 1-800_432_4770 .TER ,I Clearwater, Fl 33756 MIN, Y48 HOURS OU BEFORE SITE PLAN r" APPROVED FOR CONSTRUC110N lJ'"-/~O CITY ENgNEER'MICHAEL D. QUILLEN, P.E. # 33721 oatE REVISION BY DATE rii/ YOU EXCAVATE CITY ENGINEER MICHAEL D. QU N, P.E. 33721 DATE JI 3 0' 20' 40' SCALD 1" = 20' GRAPHIC SCALE (IN 3o.7s~3t as Catch Basin #4 \ 31.25 Grate 30.69 GENERAL. NOTES:: storm MH #s 31.01 30.61 ~ Throat 30.55 Storm MH #9 Inv 18" RCP SW 28,60 Rim 31,34 Rim 31,34 Inv 18" RCP SE 28.54 Inv 48° RCP 1 1. LOCATION ELEVATION; AND DIMENSIONS OF THE EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST h° Inv 48" RCP E , Inv 48" RCP W 12,22 ,y ~~6b ~ Inv 24" RCP S 28.59 Inv 48 RCP E 12.39 ,y x 30.7, INFORMATION AVAILABLE:AT TIME OF THE PREPARATION OF .THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. Storm MH #8 8 30.7\,~~o,r,~~\\ \ 3t Inv 24" RCP N 28.41 # 2. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISI1NG UTILITIES, STRUCTURES, AND OTHER ,FEATURES AFFECTING ti Rim 30.97 HIS WORK, ANO OBTAIN `ANY NECESSARY WORK PERMITS THAT MAY BE REQUIRED PRIOR TO WORK AND SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY ~ olnv 18,E RCP W 20,82 ;P W 2D,82 q~3t.07 \\~31.G3 \ \\\Pr ORDINANCES ANO CONSTRUCTION. w ti~ Inv 18 RCP E 21.40 ;P E 21.40 27.30 N\\\~~,~ti \\crco • w 3. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE RELOCATION OF THE ~ ~I x ' x \ \ \\ca Storm MH #10 x 31.22 31.56 \ \ Rim 31.65 EXISTING UNDERGROUND U11UTIES IN ADVANCE OF CONSTRUCTION. CONTACT SUNSHINE STATE ONE UTILITIES NOT1FICATION CENTER AT 1-800-432-4770. ~js.92 0 1t. ~ I ~6~ Inv 18 RCP E 2.$2 a o 31.42. ~ Inv 18" RCP S 18.65 4. THE CONTRACTOR SHALL COMPLY WIITH THE PROV1510NS OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE REGARDING TREE REMOVAL, SITE a1 ~ \ Inv 1$" RCP N 18,46 CLEARING ANO LAND ALTERATION REGULATIONS. 5.91 0~....~=RCA 0,~ 031.33 31.13\~3t.57 \ ~ 0 'L I a 28,86 > \ (D~ ,yo.yoo 5. MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN TRAFFIC UTILIZING FDOT STANDARD AN ARD INDEX SERIES fi00, I ~ / ~o e 31.43 31.7a Grate Inlet ~5 ~ SPECIFICATION SECTION 102 AND FDOT ROADWAY AND TRAFFIC DESIGN ST D ~ / \ ~ \ o"' ~ Grate 31,77 0°' Grote Inlet #6 ,W \ \ ~ \ ~ti. 31.63 Inv 18" RCP NE 25.36 ~ Grote 30A0 XP SURE. ALL DISTURBED AREAS SHALL 8E RESTORED TO THEIR ORIGINAL UNIMP OVER R.O,W. 3o,a7 6. ALL EXPOSED AREAS TO BE SODDED WITH LIKE KIND, WITHIN 24 HOUR5 OF E 0 ~ ~~o'o,a7 ova \o I 3t.ao ~ tit Inv 18" RCP NW 25.50 CONDITIONS. ^^61~ ~ °~9 \yJJ~''"" 9 x~ \0 30.91:r31.60 \ \ ri 'i° K V \ ~~4 •o~ x3t.o6 .30.02 ~ \ \ Storm MH #7 o I _ - _ (D I \ \ \ Rim 32.05 7. THE CONTRACTOR SHALL PROVIDE SUITABLE BORROW MATERIAL, APPROVED BY THE ENGINEER, AND INSTALL SAID MATERIAL IN ACCORDANCE WITH THE I PLANS ANO SPECIFlCATIONS. - - ~ I \ \ ~ 60 \ Inv 18 PVC S 22.60 6.98 CP .q ~ - il - - 48 R , x29.85 \ '7~' 31.6\~~31.98 InV 24" PVC S 19.42 r 9~`"' I 3.7~~ ~ 32.08 31.60 Inv 24" PVC N 19,05 8. OVERALL CLEAN UP ;SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH CITY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY II Ia9ti^ ~o. ~ ~ ~ ~0~038 i~ \~2.,0 \ AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. ~ II6.94 / Inv 48 RCP E 0.26 / 31.3 3 31.34 x ~ ~1b°1\ \ 3054 p `%3f.76 \ 3i,74\ 31.75 ~a\\ \ / 30.43 9. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK _ _ _ _ _ _ ~ TO` THE SAl1SFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. SHALL BE CORRECTED B -1•p"-~}-._~ \ \ \ _ 31,pgk ~„lI \ \ x331~3~/9~`'\\\ (~1 \ \ \ \ T~ \ 32J7 /1 ~`'6 3t.9a\~~ 32.5332.11 ~ ~a, \ `~a\\\ • T TA COUNTY OR CITY ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED 8Y THE 0 ~ 10. ANY DAMAGE 0 S _ TE, ~ 31.92 \32J1 ~ \ OF \ \SS 69\\\ \ x 31. 32.12 \ / CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. PAYMENT SHALL NOT BE-MADE FOR THIS WORK. / ' / ~ \ \a \ \ ~ 1// / 31.76 / , 11. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO CONSTRUCT THE IMPROVEMENTS IN THE LEAST INTRU5IVE MANNER TO THE ADJACENT PROPERTY x(30. • a" FIR \ \ -iy-- ~6// R . A RK ACTIVITY SHALL BE PERFORMED WITHIN THE CITY OF CLEARWATER PROPERTY BOUNDARIES. SILT FENCING SHALL BE ERECTED AROUND x 32.0 OWNE S LL WO / „ x 32.05 ~ \ \ \ \ 32.89 \32.44 \ \ h~ >~.-/32.24 31.68 ~ \ \ \ ~ti' ti6y~qti' 32.11 THE CONSTRUCTION ZONE: '12" / 1 32.15 o x 32.15 \ \ x 1 32.17~~ ~A U I x \ \,~?6011 ` ~~a 32~ / 0 12. ALL SURVEY & PROPOSED ELEVATIONS SET TO N.G.V.D,-1929 ~ ,r / 1' \ 32.35 ? S 31.78 -32.18 ~~1 REMOTE' 2 ..CURD 32,7 12^ \ \ \~~'I AS 32.18 ~ ~ / 12" \ 32.g6H / ~ 99 ~ 32.OSx .c3/ ~ \ /TREE REMOl~AII(Tf'P.) ( ~ 33.10 ~~J 8~ A \ / _ \ ~ ~ r x 7 32.07 32.50 ~ o~ 12" - Q/ ~ ~ ~ ' ~ !I \ "~'sj. _ 32.34 \ ~ 31.3D O~ LOT 2 q ~ 8.. ~33.60~,~33.14~ 32.59 II \ _ ~ ` i,l t 2~ I1 x 33:09: LoT i~ 33 0 ;3~. ; REM08!/E M/LL/NG5 111 12" 30.76 31.79 1.79 \ f ~ I x 33.4a \ 32.36 1 3 .04 Catch Bosin #1 6., 16" 24" S6' I ~ ® Throat332 31 x 32.40 %2.19 ` ~ 33.20 1 0 12•' 12" _ _ _ _ LD6707 8 ~ 12° 12" ~J;; ASpl1; REMOVE 5 L...CURB32,51\33.04 -,~o o- - _ _ _ F„ ~ ~ Milting ~ ~k~6,707 ~ A\\~'r '9i ; -_31.7,_ 32.46 33,082 r-i "~0 A Or" ® 33.20' 3.39 ( 10'~ ~9? F \ m ~3~.~t~,.~,.,» 33. 2~ _ _ - = _ - _ 134 3 ~ a` \ \\0 catch basin 30.13 ao ` --%-1.a 3 0 32.06 rim=31.02 II 'ss 32.89 ~ j~W~.~ 34.33 \ o throat=30,05 (I 32.61 37,74 ~ E 33.79 33.84 ~ ~ ~ LEGEND Inv, 18 rcp E=25.59 \ ~i Inv, 30" cmp SW=25,28 (1 ~ x 31.34 ~ REMOI~E 38 L.F, CURB ~`R MQI/E-49 L F. CURB ~ 4~ ,~~,ab 32.94 ~\c6 x 31.34 x 37, 76 II 34\41 33.07 \33.45 31.89 x 32.51 x 33.36 x 33.53 \~C\ x 34.13 ~ \ 536 I Wood Utility Pole 0 Found Iron Pipe Polm Tree 31.09 30.16 grate 31,08 grate 33.14 ~to \ ,c33.83x inv 18" rcp W 27,96 inv 18 rcp W 29,61 3409. \ ~ \33,50 \ \ ® Metal Light Pole ® Found Iron Rod Bush l0 _ 31.19 31.19 " inv 6" VC 29,82 X3325 033.42 33.94x \ 0> 33,9~~ 33.13\k inv 18 rcp E 27.99 p LS2995 ~ \\33.61 - - - 32.09 inv 4" pvc 29.78 33.62 \ I _ ~7c Wood Light Pole Found Concrete Monument ~ Unknown Tree ._..'."""-------18" fCp`~-•~.._.-.-_ 33,10 x. \ ~I 3 .04 31.23 SJx~2.64 33.19 33.21 34.13 34,I~ 33.37 i 33,89 34.16 i~ - fa Fire H drant X Found Cut X 0 Oak Tree ~ II 031.46 Y 3 33.37 r~,` 34,67 4.66 34.7 \c~~ =1 ~I ® Water Meter ® Found Nail & Oisk ( ) Tree Canopy o~ 33.4D 0`'p \s> ~\33.70 9 J'6 :33.x3 34.13 x32.39 D~C 3S 62° 33.45 34.19'~~34.68 9 I r 32.39 a~C ` 31.57 33.60 `"I S i yr Sqn. Clean elJt 'S6 C~S C/S 33.51 \ ~ 33.60 ~~3,88 x 33.58 33.61 3x.14 \ ~ 33.46 r IV ~ rq' ® Wate Va e It 33.55 k_ t 31.89 __9 Cu f b X Set Cut X - _ i5 34.41 34.89 34.05 II ~ _ ~ 34,57 34.30 II v 6' vrood x33.69 3.1 ~ 34,51 c/s Concrete Slab p Set Nail & Disk 3 z 33.42 33J5 ` 34,51 34.63 33.42 33.75 34.72 3x.85 34.97 II 35.03 ~ B CCnC ~ a/c Airconditioning. Unit ~/s 3a.9t ramp 3a.19 3a24 II o x 3a.a5 34.94 ~'"~5•04 35,15 34.30 34.36 34.66 N35.08 x 33.46 35,20. \ ~ -34.34 34.73 6' WOOd 35.24 ~k 35.28 34.72 34.69 3a.8t gole ~ ~ 10° x 33.92 x 35.15 x 34.21 OAK BLUFFS 34.7, A COMMERCIAL 35.19 x 34.71 x 34.42 CONDOMINIUM ®RIGINAL RECENED L~~I 1 ~ 206 PLANNING DEPARTMENT r CITY OF CLEARWATER RECORD DRAWINGS ,mr---- DRAWN BY DESIGNED BY CHECKED BY CONTRACT 5NO. l0' L orr,~ CITY OF CLEARWATER, FLORIDA '",~Sn~ATE 1 /1 BEFORE YOU Novo M.Q. G.L.B. 056-EN SURVEYED BY it L EXCAVATE DRAWN BY 'A Vv PUBLIC WORKS ADMINISTRATION OAK BLUFFS PARKING LOT SCALE SURVEYED BY BOOK NO. JOB NO. VERT. N/A SR 575 2003057 ~s R ; CALL LOCAL PUBLIC ENEWED BY ENGINEERING UTILITY NOTIFICATION PROJECT ENGINEER DATE CENTER 400 BAY AVENUE HORIZ. 1 n-20' DATE DRAWN 10/46 DWG NAME 2003057 SHEET NO. 3 OF 7 100 S. j~Ave. 7 `Q 1) TOLL FREE APPROVED BY 11 1-800-432-4770 -.TER ~1 DE Clearwater F1 3 q+ ~rfl , 3756 MIN. 48 HOURS BEFORE DEMOLITION PLAN Bc GENERAL NOTES CONSTRUCTION CITY ENGINEER MICHAEL D. QUILLEN. P.E. N 33721 DATE REVISION BY DATE ++~~r YOU EXCAVATE CITY ENGINEER MICHAEL D UILLEN, P.E. 33721 DATE 4 1110RTh1 0' 20' 40' SCALE: 1" = 20' GRAPHIC SCALE (IN FEET) i 3D.7s~31.Da Catch Basin #4 \ 3125 Grate 30.69 Sty Storm MH #9 31.a7 30.61 ~ Throat 30,55 Rir Im Rim 31.34 Inv 18" RCP SW 28.60 ep ~1 Inv 18° RCP SE 28.54 Inv 48' RCP W 12,22 ry9• Inv 24" RCP S 28,59 y6 Im ti° - Inv 48" RCP E 12.39 ,~,z' 3o.n 133 Inv 24" RCP N 28.41 Storm MH #8 30.78 J~? \1 \31.31 Storm MH #8 ~ I Rim 30,97 Rim 30,97 31.07 Q 3163 \ I Inv 18" RCP W Inv 18 RCP W 20.82 ' r °Inv 18" RCP E ti w ° Inv 18" RCP E 21.40 21.3o p \ \ ti°'~ry l z ,~P 5,92 o e. ,p x 31. z\P~315s Storm MH #10 tie' ~ Rim 31,65 al. ti Inv 18 RCP E 2.82 al Y o~ \ 3t.a2 ^6 Inv 18" RCP S 18.65 X5,91 ``18" R 18" RCp a o~ 31.33 3ia3\ 31.57 Inv. 18" RCP N 18.46 cp ,yti - ~ o, I \ - o rJ, \J {e! 31.94 A~ i ~p~ \ Oi ` 31.43 \31.74 Grate Inlet. #5 1 UNIMP OVED R.O.W. ' / \ o ~ k ryo~' ~ Grate 31.77 ~,9 Grate Inlet ~6 VED R.O.W. ~ 3o.a7 \ a \ © 31.63 Inv 18" RCP NE 25,36 ~ Grate 30.00 X000 \ 6 I 31.40-.~\ © Inv 18" RCP NW 25.50 1 ,ti6~ p~, x 30.91 x y ,p ~ 9 x x 31.06. \ ~ ~~31.60 \ Ji 'h~ ~ry i Q J I _ _ ~ 30.02 ~ (D~ I \ \ \ Storm MH #7 _ \ \ \ Rim 32,05 -p 6.98 - » 0 o° Inv 18" PVC S 22.60 C ti - R 48 - f 48" RCP ~ - 1 x29,85 I \ 'hti' 31.6\'131.98 Inv 24" PVC S 19,42 J oA ^ ~ ` k (h ,9 a ` ~ ~ 32.os 31.ao Inv 24" PVC N 19.05 II / i n u6,94 ! ^ Inv 48 RCP E 0.28 / / 30, / 31.34 \ aa~ \ 30.54 ~1 ~ 1 761 \ 31.7~1M 31,018 Ja\\ - _ ~ SP#5 _ ~~30, 3 ~ e\\\ . 7 SP~!5 / I/~.$P~J ~ ~ \ ~~6 vT~ 31.94\32.17 32.53 32.ii ~1 0 / 10" / ~1,s~ ~ / ~ 30"Ql.~ 31.92 SR 3 32.11. ~ m \ \ / / 0 / / ~ 30"QL#4 \ \ 0~ \ \J~a S x 31. 32.12 \ / / / 31.76 a24.~ \ ~rIR -Q- ryew// 30.84 24.. QL#4 30.84 x 32.05 8' QL 3 ~~/32.24 i QL#4 0 Od ~ # \ \ \ 32:89\32.44 \ y~ 1° 31.68 1 \ \ \ .~ti' 0 ~`1' ~ 32.11 17. QL#3 3" 15^ x 32.15 0 x 32.15 \ \ x 1 32J7~~ PS#5 3 / o QL#2 o I x \ \''~so11 ~ ~ 12" 3.61 \ 32.35 J? ds 31.78 / -a `oe 12" ~ \ PS PALMS td BE TRANSPLANTED w ~ 32.99 a-a«~32.78 2~ ~-~s21a / o<e~ PS 5 (SEE LANDSCAPE PLANS) ~ / ~ / ~ 12 off' o `I ~ \ \ \ 33.10 ~S8 A 32.18 J~ #5 12" ~ 32.oax / j ~ ~ \ Q~ y'~ PQ \e o~ PS 5 2„ ~ ~ ~ ~ \ \ ~ 32.07 ~ 32.50 _ ti ~I ~ ~ T2 0 "'~x 2 15 32.34 -o- ~ 31.30 I ~t " / \ 33.60xx 33.14 / 32.59 III / SP 5 SP#5 . # >r '#5 ~ SP#5 ~T - \ ,(3263 2.. 12°~r'~ x33.09 1' 2' 7 30. / 6 t ,7 3 9 _ 33.70'2 33.27 SP~5 6„ 16° J SP#5 31J9 \ ~ QVO4 I x33:44 \ \ 32.36 \ 3 .04 Cotch Basin #1 y ~ Grate 32.44 16~ 36" ~ Throat 32.31 PSIS 24" 24" - x 32.40 32.19 ~ x 33.20 _ 1 0 12., - - - - LB6707 8 SP#4 QL#2 a 12" 12' P#5 SP 5 xCC 1 3z.ao \~\\33.oa JV 2 # ~ ~ LB6707 ~ 32,51 \\Sr -,~a o- '9~ SP 5 s1.7a,F _ . i = - catch basin 30.13 ~o ~ = -x- --~-~~-M= 1a SP#5 © 32.46. 33.38233.39 ~0,~ 34.19 / ~ ~M"~ ,5'he \ \\rN 31.40 rim=31.02 II 'Ss I, _ 31 40 32.06. ~ ~ 3 f2~ 32.89 ~ _ = _ _ _ _ ~ s,..=~ 34.32 ~a` \ \ \\~0 32.61 32, 74 ~ 33.79 ~ ~ ~ 33.84 134.33 ®J~ \ \\o~ GEN D throak-30.05 II LE inv. b8 rcp E=25,59 \ ~ / I ~ a°' 32.94 k\~G inv, 30" cmp SW=25,28 II ~ / ~ ~ x31.34 31,89 32.51 "32.76 ~ i ~ 3.41'S~ \ \ 6 x x x 33, 38 x 33.53 34.13/ / ~ \ \ \ \lckg\ 38 33.07 \33.45 +l i \ Wood Utility Pole 0 Found Iron Pipe Palm Tree 31.09 grate ~ 31.08 grate 33.14 `C,~ ~ \ >~33s~ \ 30.16 ® Metal Light Pole Q Found Iron Rod Ir} Bush 3t inv 18 rcp W 27.96 inv 18" rcp W 29,61 3x,09 a.1o \ ~ \33.50 \ \ 31.19 InV 16" rcp E 27,99 inv 6" pvc 29.52 X33.25 133.42 33.94% \ 0~ 33,97~~ 33.13\k ----_..~18 strm-"--- :~18 strm-,-----~ 3z.o9 inv 4" pvc 29.78 LS2995 \33.61 W i ht Pole ood L nd Concrete Monument Unknown Tr 9 F u ~ ee 0 ' - --+r- 33.62 \ =~18" fCpi~-~..~-_...._ 33.10 x 131.04 ~ Fire Hydrant x Found Cut X 0 Oak Tree ~ I ~?31.4s X31.46 31.23 1 JJ,~~.64 33.1933.8933.21 ` 34.16 3 #t3 34.1 ~ 33.37 I )i J ~0?,/ ~ 33.37 0~ 34.66.34.7 c~ J rx:~,~ 33.40 05pr 34.67. \CP~, d Water Meter ® Found Nail & Disk ( ~ Tree Canopy .o x32.3<. ~ II 31.57 x 32.39 O~C ,'9~J JJGSr 33.45 33.43 34.19 34.13 33.70 J ~ 34.68 '9 ® Water Valve i 33.G S(tat ht 33.55 33.60 ®~SOn. Clean OUt x 33.58 _ Sd. c/5 34,14 0/S 33.51 ~ A ~ 33.88 ~3.6i II \ 33.46 Set CUt X 31.89 i9 ~ curb . 1J 1fb 33.55 34.41 x 34.89 3405 ` , 1 ~ ~ 34.57 34.30 ~ 6' wood x 33.69 c/9 Concrete Slab p Set Nail & Disk 33.12 33.42 33.72 3 333.75 34.72 4.63 ~ X34.8%%34.97 II a/c Airconditionin Unit 0/s 34.91 35.03 ~ I cOnC II o 9 4 35.04 ~ 35.15 34.03p P 34.19 34.24 34.36 34.66 N35.0a x 34.45 J ~ x 33.46 35.20 34.34 34,72 34,73 6' 4v00d 34,69 \ 35.24 35.28 34.81 g01e ~ \ 1 D° x 33.92 x 35.15 EXISTING TREE LEGEND . x 34.21 JV - Juni erus vir iniana -Eastern Red Cedar P g PS -Phoenix spp. -Date Palm C AK BLUFFS 34.7, QL - Quercus (aurifolia -Laurel Oak QV - Qercus vir iniana -Live Oak ' 9 A C 0 MMERC IAL 35.,9 x 34.71 x 34.42 SP - Sabal Palmetto - Cabba a Palm g C C NDC MiNIU~I 10" EXISTING TREE EVALUATION GRADES O=Dead - Re uire Removal q 1=Poor Tree near) dead and or hazardous - Re uire Removal ~ Y / ) q 2=Below Avera a declinin is oor s ruc r - g ( g, d eased, p t to e, potential hazard) Require Removal 3=Avera a some minor roblems minor decline min r i g ( p o t p die back, minor inclusion) -Worth of Preservation Y 4=Above Avera a Health tree. with onl minor roblems W r h g( y y p ) o t y of Preservation 5=Outstandm ver h al h f Pr v' g{ y e t y) - Worthy o eser ation ORIGINgI 6=S ecimen uni ue in size a e exce tional ualit P ~ q ~ 9~ P q Y) RECEIVED OCT 191006 The avove grading system is utilized by the City of Clearwater to evaluate existin trees and to 9 PLANNING DEPARTMENT indicate whether the tree is worthy of preservation and/or removal because the ose a hazard. YP CITY OF CLEARWATER RECORD , . DRAWINGS DRAWN BY NOVO DESIGNED BY M.Q. CHECKED BY G.L.B. CONTRACT NO. o'' L aft, CITY OF CLEARWATER FLORIDA BEFORE YOU SURVEYED BY DRAWN BY 11 y f EXCAVATE 05-0056-EN PUBLIC WO z RKS ADMI~jj A' <g NISTRATION ~ ~ CALL LOCAL PUBLIC SCALE SURVEYED BY 800K NO. JOB N0 NO. . BLUFFS PARKING LOT 030 VERr. N/A SR 575 2003057 REVIEWED BY NOTIFICATION ENGINEERING UTILITY PROJECT ENGINEER DATE -It ;^A 100 S. Myrtle Ave. CENTER 400 1 / DATE DRAWN DWG NAME SHEET N0. BAY AYE HORIZ. 1"=20' 10/06 2003057 4 OF 7 "ry TOLL FREE APPROVED BY 1-800-432-4770 APPROVED FOR .Al ER ,01 Clearwater, Fl 33756 MIN, 48 HOURS BEFORE CITY ENGINEER MICHAEL D. QUILLEN, P.E. ~ 33721 DATE REVISION BY DATE YOU EXCAVATE TREE EVALUATION PLAN r CONSTRUCTION CITY ENGINEER MICHAEL D. LEN, P.E. 33721 DATE 0' 20' 40' 3o.7s~3t.oa Catch Basin #4 Grate 30.69 M ~ Storm MH #9 \ 31.25 SCALE; 1 ~ 20 form MH 9 31.01 30.61 Throat 30,55 Rim 31,34 im 31.34 # Inv 18" RCP SW 28,60 GRAPffiC SCAM (lN gEE~'j Inv 48" RCP W 1: h~ Inv 48" RCP E 1~ v 48" RCP W 12.22 ~6u Inv 18'~ RCP SE 28.54 v 48" RCP E 12.39 ,~.,x~' ~1 30,713133 Inv 24" RCP S 28,59 30.7\,~,~ ,r,2 ~\\31.31 Inv 24 RCP N 28.41 .Storm MH #8 ~ Rim 30.97 Inv 18" RGP W 20,82 N 2G,62 0\31.07 \\31.63 ~ ,,o " 21,40 2z3o ~ N~\\ ti9~ry \\\o~m w Inv 18 RCP E 21,40 w a ~ \ ~ o x \ x \o \ 31.4z 31.22\13 Gs Rimr 31 65 #10 5.92 0 1a ~ al ~6. Inv 18 RCP E 2.82 o I o ~ ~6 Inv 18 RCP S 18.65 5.91 '~-~i`'` RGP o'f` ~ \~31s7 Inv 18" RCP N 18.46 0.0 31,33 31.13 ry I I ~ ~EE'~ ~ ` \ 31.43 ~~31.7a Grate Inlet #5 ~ tia ~ / 1 ~ \ ~ ~ 1 ,~o"' ~ Grate 31.77 a•' Grate Inlet ~6 UNIMP OUED R.O.W. 3047 ~30 47 ~ \ D ~ \ ©M ~ ~ 31.63 Inv 18" RCP NE 25.36 ti Grate 30.00 ~o f o ,~~o~ 31.ao ~ Inv 18" RCP NW 25.50 S x~ \p 30.9t~\~ 3L60 \ \ ~i 'S ti6 ~ . ~9 x~ ti x ~~a. ~'1 o J I Q ~ 6 ~ ~ oz _ (0~ \ \ ~\\~e \ Storm MH #7 oI Q Rim 32,05 ~ ~ ` I \ \ 6° ~ ~ Inv 18° PVC S 22.60 x 29.85 I \ ~ \ 'S8' 31.6\ 31.98 InV 24" PVC S 19.42 r _ ~ II _ _ _ _ / ~ ~`4` J , 3 .79~ \ ~ ~ e 32.08 31,80 Inv 24" PVC N 19,05 " ~ 6.94 / Inv 48 RCP E 0,28 ~ , a ~ 1 k 30.5 110, 38 7~ \ / ' .43 . 4 x ~ 1'.76 31. \ ,43 ~ \ 31.74 r ~ \ ~31~ \ ~~1 \ \ T~ ~d. ~ ~ \ 31.94\1`32• t 7 32.53yx 32.11 / 1 0 / 32.11 i s .92 0~ \ \ . ~ x 31. 32.12 / ~ ~ ~ z" V~ \ fIR 6~j 31.76 f % 3 05 / x 3 05 ~ ~ 32.89\\32.44 ~,~/t/32.24 - ~ \ \ \ \ ~~h~~ti ° 31.68 32.11 YJ r ,2" 1 32.1 o I x 32. - SP \ 1 32.17~~ 'Si~ 66 s' 1 ~ J2 / 0 / 1 v 3 .6t I 32.35 ~2~ ~s 31.78 32.18 12,. / 32.99 \ .7U ~ / w • ~ / 12,.` 32.08 J 08 ~ 12 '~I ~ 33.10 ~ \ 32.18 ~ ' _ I \ \ 11 ~A 32.0 i ~ 32.50 ~ "x'3"1.15 32.34 \ ~ 31. ISO, I ~-o- aJ LOT 2 0 ~ soD ' ~ 3360xz 33.14 32.59 (Il \ 32.83 I 12„ \ x 33.09 ~ LOT 11 33.7D'~33.27~aNSPLANT~ PALM ~ / / 76 1 7 Q ' 3. 9 z 33.44 \ \ 32.3G ~ 3 04 Catch Basin ~1 (SEE 1REE EV 110N FUN ~ 16., SHEE'1, 4 ~ ~ ~ Grate 32.44 3 ~ I Throat 32,31 24" x3 I x 32.40 x .19 I~ o x 33.20 ;2,. ~ 32,80 \33.04 - . . LB6707 12 _ _ _ ~ ~o - y _ t ~ 111 / 32.51 \ ~ 9~ 31.70 © 1 32.46 ~ LB6707 ~ 0 ~\~or h 32.46 33.08 © 32 33.2 3.39 10. / \\N catch basin 30:13+( ~ _ _ = ~-•=u= QS 31A0 32:06 33. 2J`== 3432 - ` max, ~ i . ~ rim=31.02 II s throat=30,OS ~I 32.89_ ~ ~-~'~3a ~ \'h~• \ 0 / 32.61 32.74 ~ 33~ 33 84 I 0 ~ ~ ~ inv. 18 rcp E=25,59 ~ ~ \ ,5a 32.94 k\G6 inv. 30" cmp SW=25.28 ~ x 31.34 i x 31.34 x 32.76 \ 341 ~ 33.07 \33.45 31.89 32.51 \ x x x 33.36 x 33 53 - f 34.13 33.38 31.09 'i 30.16 grate 31.08 grate 33.14 ~ \~x. ~ 1a ~ \ \ ~33,a~\ \ (D - 31.19 inv 18" rcp W 27.96 inv. 18" rcp W 29.61" ' 3409 ~ \ ~ \33.50 \ 1.19 InV 18" rcp E 27.99 inv 6" pvc 29 82 433.25 A33,42 33.94x ~ o~ 33.9f~ \ 33.13\>< ~ ~--..__~-~18 strm-~-----_...__.. 32.09 IfiV 4" pvc 29,78 ~ - . LS2995 33,62 \ ~ \ \33.61 _..__.__.._._`=_'~~18° rcpt'-- 33.10 x \ a~ 4 31.04 31.23 ,7 x 32.64 33.19 - ~ ~ - , 34.13 34.17 kkk 33.37 u ®31.46 II 33.89 33.21 ` 34.16 ~ \ \ III ~ 33.37 r0\ ~ 34.66 34.7 \ c~ ~ z 32.39 I( a/c N 31.57 33.60 .9 J'9 J3sQ 33.433.43 o9P 34.67. \\~y 34.13~k\33.70 O~C J~ s? 33.45 34.19 , 34.68 ~ so~ D~3s an. clean out x 33.58 33.61 • S6, C/S 34.i4 C S 33.51 ~ 33.46 Q 31.89 ~ sirpighf Curb 33.55 Q.., 33.121~ 34.51 --J-J~ 34.41 34.89 ~ 34.30 34.05 II j \ 34.57 i 34.51 34.63 II u 6~ wODd x33.69 33.42 33.75 34.7; ! 33.75 34.72 34.85 34.97 II.- LGND F C~S 34.91 35.03 J ~ COnC II .o fOnlp 34.19 34.24 x 34.45 34.94'"`5.04 35.15 34.30 34,36 34.66 II N35.08 gyp., Wood Utilit .Pole 0 Found Iron Pipe Palm Tree - Y 3 \ 6~ w00d x 33.46 35.24 3520 ~ 34,34 34.72 34.73 34.69 \ 35.28. 34.81 (JO t e Metal Li ht Pole 0 Found Iron Rad Bu ® 9 Q sh 10~~ x 33.92 Wood Li ht Pole B! F n oncrete Monument ~ Unknown Tree ~ 9 oudC x 35.15 x 34.21 Fire H drant x 0 Oak Tree ~ Y Found Cut X OAK BLUFFS 34.71 ® Water Meter ® Tree Cano Found Nail & Disk ( ) py A COMMERCIAL 35.19 ® Water Valve X Set Cut X x 34.71 x 34.42 c/s Concrete Slab CONDOMINIUM 10" ~ Set Naii & Disk a/c Airconditioning Unit 1 LAN QSCAPE KEY, SYM. QUAN. BOTANICAL NAME. COMMON NI COMMON NAME SECIFIC 0 S QV 4 Quercus virginiana Live. Oak SP 3 Sabal almetto p Cabbage Palm Live. Oak MIN. 14' O.A. HT. X 6' SPD.; 3" D.B.H.; B&B Cabbage Palm MIN. 3'X3' ROOT BALL; 12'-24' O.A. HT.; NO BOOTS, STRAIGHT CLEAR TRUNKS; O.A. HTS. AS NOTED ON PLAN; 8' O.C. PS 335 Pennisetum setaceum 'White' White Fountain VS 78 ~burnun suspensam Sandarkwa Abu White Fountain Grass MIN. 1 GAL.; 14" HT; FULL; 24" O.C. TAM 166 Trachelospermum asiaticum 'Minima' Dwarf Confederl Sandarkwa Viburnum MIN. 3 GAL.; 18°X18"; 36" O.C. SOD SF Paspalum' notatum 'Ar entina' Ar entine Bahia 9 g Dwarf Confederate Jasmine MIN. 4" LINERS; 6" HT.; 6 TO 10 RUNNERS; 18" O.C. Argentine Bahia Grass MIN. 2" THICK, SOLID SOD, BUTTED AND ROLLED; QUANTITY TO BE DETERMINED BY CONTRACTOR SEE LANDSCAPE DETAILS SHEET 6 OF 7 ORIGINAI. RECEIVED OCT 191006 PLANNING DEPARTMENT CITY OF CLEARWATER RECORD DRAWINGS CITY OF CLEARWATER FLORIDA INVESTIGATE SURVEYED BY DRAWN BY DRAWN BY BVD DESIGNED BY T MK CHECKED BY G.L.B. CONTRACT NO. J q EXCAVATE PUBLIC WORKS ADMINISTRATION OAK BLUFFS PARKING LOT BNO. 05-0056-EN SCALE . SURVEYED BY 800K NO. JOB NO. GALL LOCAL PUBLIC RENEWED BY vERT. As Noted SR 575 2003057 c ENGINEERING UTILITY NOTIFICATION PROJECT ENGINEER DATE 400 OATS DRAWN DWG NAME SHEET N0, BAY AVE HGRIZ. As Noted 10/06 2003057 5 OF 7 100 S. Myrtle Ave. CENTER ~~e TOLL FREE APPROVED BY -.~4rER ,I Clea q+ //1 rwater, Fl 33756 1-800-432-4770 CITY ENGINEER MICHAEL D. QUILLEN, P.E. ~ 33721 DATE REVISION BY DATE MIN. 48 HOURS BEFORE I LANDSCAPE PLAN APPROVED FOR CONSTRUCTION ~~a/~ YOU EXCAVATE CITY ENGINEER MICHAEL D. QUILIF~ , P.E. 33791 DATE V GENERAL LANDSCAPE NOTES 1• The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All recommended trees and .plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry HURRICANE CUT DR FULL HEAD "Grades and Standards for Nursery Plants", 7th Edition, 1998 as revised from time to time. 3. .All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations BASE QF LEAF BUD SEE SPECIFICATIQNS approved practices. NOTES BUD SHALL BE PERPENDICULAR 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications BASE QF HEART/NUT ~F PALM TO GROUND PLANE, TRUNK SHALL BE in conjunction with note # 5. STRAIGHT AND WITHQUT CURVES, 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic NQ SCARRED DR BLACKENED. TRUNKS. material consisting of native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a _ ~ ~ 2 a ~t r ~ °~w a, . good pliable and thoroughly mixed medium with adequate aeration, drainage and water-holding capacity, BURLAP TD PROTECT TREE-- U ~i ~ • ~r It shall olso be free of all extraneous debris, such as roots, stones, weeds, etc. - ALL SHRUBS/GROUNDCOVER 6. All planting areas shall receive a 3".layer of Pinellas County's recycled "Processed" mulch, which is _ MINIMUM 5 LAYERS Q fi r.; r "'1i ~i ~ ~ TO BE TRIANGULAR 5PACING. to be watered-in after installation. z 2 NON SLIP METAL COLLARS U• . M SEE PLANT LIST FOR (O.C.) SPACING. 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail.. (6) z X 4 WOQDEN STRIPS AVER BURLAP ~ 8. Plants shall meet size, container, and spacing specifications. Any material not meeting O Y ~ ~ -nt , ~ ,,tiu ~~y } ~ z 6 SAIL SAUCER TD HQLD WATER ~ ~ ~ • ' r ~ ~~r specifications shall be removed and replaced at the contractor's expense. F- ~ ~ ~ ..1 ~ ~ ~ J~ 9. All tree and shrub locations are subject to change. All locations shall be approved by the City ~ ~ ~ PLANT PALM 0 TD 2 ABQVE GRADE 4 ~ U N ~"d ~^l 1 'CL ' u -I- Project Manager prior to planting. 3 MULCH, REFER TO SPECIFICATIQNS .c' ~ ~ i ~ . z a ~ ~ ' ~ ~ 10. The Landscape Contractor shall be responsible for examining fully both the site and the bid ~g documents. Discrepancies in .the documents or the actual site conditions shall be reported to the City w (3) B X 4 BRACES NAILED TD 2 X 4 ~ J w Project Manager in writing of the time of bidding or discovery. No account shall be made after ~ ~ WOQDEN STRIPS ~ ~ . ; l~ fit( ~ ~ r t contract completion for failure to report such condition, or for errors on the part of the Landscape • - - P X 4 X 3 STAKE ~.f ~ ~ • r, _ _!1111= _ ~ Contractor at the time of bidding. • -L ill! _ .11111= I I = ~ ~ ~ I_II I •NIII_liill_ ~ ~ 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and ~ ~ r - • II I--- r I..._Illl - ~ ~ FINISH GRADE IIIII= . ~ ~ ~ ~I1111= (IIII=11111= I I = ~ I I_ 1~ licenses to perform the work set forth in this plan set and the specifications. - 11111= ~ IIII=IIII ' NATIVE SOIL BACKFILL OR AMENDED SAIL 12. Plant material shall be bid ps specified unless unavailable, at which time the City Project 1/2 O.C. SPACING + 24 Manager will be notified by telephone and in writing of intended changes. IIIII= r, • " AS REQUIRED BY SAIL ANALYSIS 1 / - _ MIN. SETBACK FOR SHRUBS 13. Any and all questions concerning the plan set and/or specifications shall be directed to the City RQOT BALL - =IIIII. O.C. SPACING -IIIII & GROUNDCOVERS Project Manager at (727) 562-4737. CQMPACTED SOIL TD PREVENT SETTLING IIIII II - 14. There shall be no additions, deletions or substitutions without the written approval of the City -IINI=11111 _IIIII=IIIII • RECEIVING HALE SHALL B - Project Manager, Illli = I I 1~1= EXISTING SUBGRADE III APPROXIMATELY ~ LARGER THAN 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) RQ~T BALL DIAMETER months from final acceptance by the City Project Manager. 16. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the City Project Manager. ~ TAKING & GUYING REQUIRED FOR PALMS IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT, NOTES , 17. All materiols must be as specified on the landscape plan, If materials or labor do not adhere to BACK OF CURB /BED LINE specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. 18. All permits necessary are to be provided by the .installing contractor unless otherwise specifically stated in the .specifications. S E C TI 0 N ~ 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod/grass shall be removed as necessary to accomodate new plantings. N.T.S. 21. Any existing sod/grass areas. that are unnecessarily disturbed during the landscape installation shall be resodded to match existing. (see landscape key for sod specifications) 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. 23. Parking lot lights to be designed and. installed by Progress Energy. ~ ~ FERTILIZATION SHRUBS AND TREES All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting SPREAD tablets at time of installation and prior to completion of pit SF SPREAD backfilling. Tablets. shall be placed uniformly around the root mass at L7 a depth that is .between the middle and bottom of the root mass. c~ a ~ ~ APPLICATION RATE: a 1 Gallon can: 1 - 21 gram tablet a - ~~~d' 3 Gallon can: 2 - 21 gram tablets a 5 Gallon can: 3 - 21 gram tablets NOTES:. 7 Gallon can: 4 - 21 gram tablets C1• 1. ALL WOOD SHALL BE SPRUCE OR PINE- OT R SSURE TR N P E EATER. ' 4 h V 4 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. •4 a Trees 3 - 21 gram tablets each 1/2" of caliper 3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. ~ a Palms: 7 - 21 gram tablets 4. REMOV A E LL STRAPS ROPES WIR & 0 RI S ~ E R ST NG USED TO LIFT THE ROOTBAL , / L, ~ GROUNDCOVER AREAS 'Q ~a 5. REMOVE ALL BURLAP & OR WIRE FROM THE TOP OF THE ROOT BALL, / HEIGHT ~1 ~ , a All groundcover areas shall receive fertilization with "Ozmocote" ~ 6. TOP OF ROOTBALL TO BE SEf 2 BELOW FINISH SURROUNDING FINISH GRADE. ~ MULCH 3 FROM STEMS ~ • ~ time release fertilizer as per manufacturer's specifications. ~j a~ i a~• ~ ;h, Y ~r HEIGHT 3 MULCH LAYER MULCH 3" FROM TRUNK IRRIGATION NOTES; MULCH 3" DEPTH 1 • A low volume irrigation system, that provides 100% coverage to all proposed FERTILIZER TABLETS AS / .Yrr~ ~ •//•//~i ~f`~~ SPECIFIED. PLACE UNIFORMLY \ : , ' :4. ; ~r.,\ ~ ~ TILLED AND LOOSENED plantings, will be designed and installed by the contractor. NATNE SOIL BACKFIIL 2. The. proposed Irrigation System must meet or exceed all applicable City code / ii, ,,.~.,~,n~`~~ :.,••~f/ E RED PLANTING 501E " AROUND ROOT MASS \r\\ . ,.;~,~,,t~,~~,.<... ~ \r\ 2X2"X4 STAKE " , .requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc,..) ~ ~\~f\/~ ~ ~ f , / ~;~/~,~~i ~ 2X2 X4 CROSS MEMBER - f///////~///////~fj//fj/,r,,;.~ BETWEEN MIDDLE AND \ FERTILIZER TABLETS 3. Irrigation shop drawings musf be submitted and approved by the City prior to AS SPECIFIED. PLACE the commencement of work. UNIFORMLY AROUND 4. Irrigation as-built drawings, which accurately and clearly identify all BOTTOM OF ROOT MASS ~ / / / ~ /,i ~ ~a~. ~:~.r „r_., _ ROOT MASS BETWEEN modifications and/or substitutions, must be submitted prior to final inspection and EXISTING UNDISTURBED SOIL ~s ww,~ft, MIDDLE AND BOTTOM acceptance. OF ROOT MASS, 5. The " " » , p :111-::f -`~~~''~s. ~ ! I ~ I existing water 5/8 meter will be utilized. for this Irrigation System. ~ I ~ 1"~''' 6. The Landsca a Contractor must coordinate the placement and power supply for 3 TO 5 TIMES WIDTH 2X2 X4 CROSS MEMBER N. RooraA~~ ' • -;;'r.°,•;:111- UNDISTURBED SOIL P ;o'~:;a•e•' a; the irri ation control timer with the Cit and the General Contractor. OF ROOT ALL -1~1:.-~1_ B I_ • • • ~ ~ ; II 2-2 X4 STAKE W/ n 7. The following irrigation system components will be utilized in this irrigation TILLED AND LOOSENE _ - NATIVE SOIL BACKFILL `~~;II,~,.~~. }1C~=` 1.==1 hII"~:I 1==111:~~i1 ~I 1;= ,,._.1---i1 LONG TAPER MIN, 18 system: i,~:~~1~:"~ ~ ~Il~= ~ . ~all~ INTO UNDISTURBED SOIL * Toro - Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line V R PLANTING DETAI SHRU GROUNDCO E L B& 3 TO 5 TIMES THE WIDTH * HARDIE - Raindial 6 Station Outdoor Control Timer 2-2.5"DRYWALL SCREWS 2"X2"X4~ STAKE - 3 TO 51 OF THE ROOTBALL * Richdale - 214APR 1" Electric Valve N.T. , of Tt S * Amtec - 10" Round Valve Box T ORIGINAL REE PLANTING DETAIL - RECEIVED N.T S. OCT 191006 PLANNING DEPARTMENT CITY OF CLEARWATER Rtt;ORU DRAWINGS w,~~i~•. AT% DRAWN BY DESIGNED BY CHECKED BY CONTRACT NO. BVD TMK G.L.B. CITY OF CLEARWATE INVESTIGATE R, FLORIDA BEFORE YOU SURVEYED BY 11 DRAWN BY EXCAVATE PUBLIC WO U , RKS ADMINISTRATION OAK BLUFFS PARKING LOT V BNO. 05-0056-EN SCAERT. As Noted SURVEYED BY SR BOOK NO. 575 JOB NO. 2003057 RENEWED BY ; V ~ , CALL LOCAL PUBLIC ENGINEERING UTILITY NOTIFICATION PROJECT ENGINEER DALE t~ 400 BAY AVENUE HORIZ. As Noted DATE DRAWN 10/06 DWG NAME 2003057 SHEET NO. 6 OF 7 ;~^AA = 100 S. Myrtle Ave. CENTER Brynn Q 11 TOLL FREE y! 11 -8 _ APPROVED BY 432 4770 1 00 -.TER n Clearwater, Fl MIN. 48 HOURS BEFORE CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE REVISION BY DATE ~ru/3 YOU OU EXCAVATE APPROVED FOR LANDSCAPE DETAILS - ` CONSTRUCTION f ~4 CITY ENGINEER MICHAEL D. 0 ILLEN PE, 1 31721 DATE 7 FIBERGLASS OR NONCORROSII~E METAL SKIMMER AROUND PERIMETER OF INLET TOP OF SKIMMER 31.20 0.5' 0.5' GRATE 30.70 0 CONST FDOT TYPE C INLET CINLET W RETICULINE GRATE INDEX , ~ ~ ?ATE (INDEX 232 lN!/ 18 RCP NE 26.75 C N TR OL STRUCTU RE SCALE:1 "=1' 4.00' 8.5T TOP OF BANK TOP OF ANK DROP CURB A T SPILLWA Y B T SPILLWA Y ELEV. 31.00 ELEV. 31.00 ELEV. 31.10 Existing Gro nd \ r\ \ \/r\// _ ; /i SODDED BANK "~~'~/r, ,/i~ , ` 4 CONC SPILLWA Y 4.• 1 SLOPE TYP. ~ ~ 4.' 1 SLOPE POND BOTTOM ELEV. 28, 50 S EC ION A A Scale: t"=5' 0.5' 4. D' 0.5' in o in ~\~~r ~ ~ ~ ~ o \ / / / / ////i i~/~ / / / \ , \ r ~ /////i \ ,/i,/i \ 0 S S T SCALE:1 "=1' ~RIGiNFl~ RECENE® OCT 19 2006 PLANNING DEPARTMENT CITY OF CL64RWATER KtVUKU UKAWINUJ +1o1//7%-- DRAWN BY DESIGNED BY M.Q. CHECKED BY G.L.B. CONTRACT NO. CITY OF CLEARWATER FLORIDA INVESTIGATE J S BEFORE YOU SURVEYED BY DRAM BY EXCAVATE NOVO 05-0056-EN f . PUBLIC WORKS ADMINISTRATION OAK BLUFFS PARKING LOT SCALE SURVEYED BY 800K NO. JOB NO. ERT. As noted SR 575 2003057 . ; CALL LOCAL PUBLIC RENEWED BY 3r, ENGINEERING UTILITY NOTIFICATION PROJECT ENGINEER DATE CENTER 100 S. Myrtle Ave. TOLL FREE 400 BAY AVENUE DATE DRAWN DWG NAME SHEET NO. HOW, As noted 10/06 2043057 7 OF 7 APPROVED BY 1_800-432-4770 r -.gTER n Clearwater , Fl 33756 MIN. 48 HOURS BEFORE CITY ENGINEER MICHAEL D. QUILLEN. P.E. 33721 DATE REVISION BY DATE YOU EXCAVATE Q E TAILS APPROVED FOR CONSTRUCTION CITY ENGINEER' ICHAEL D. QUI N. P.E. 4 33721 DATE ~G 1 ~ + \ \ Storm MH #10 , J Rim 31.65 R ° DREW ST ~ S.R. 590 „ ~ a ~ % inv 18' rcp S 18,65 ORTH ~ N inv 18 rcp E 2.82 - ~ N ~ ?a 18„ \ r~ inv 18" rc N 18.46 _ N rc HENpRICKS a ' a a C~ 3 LAURA ~ LAU A S7 w a R ~ 0 3 a m ~D''-'-- n o~ \ ~ Grate Inlet ~5 )URT \ TR E E T ~ o ~ ~ oi°\ ~6 Grate 31,77 Grate Inlet #6 PROJECT CLEVELAND ~ o \ © Grate 30.00 - \ inv 18 rcp NE 25,36 OCATION g o L o ~ ~ a z PARK ~ ST ~ ~ ~ ~ \o ~ ~ \ e~ \ inv t8' rc NW 25.50 9~ ~ ~ o ~ ~ ~ p = tt ~ Z w 6 \ \ \ ~ ~ ~ \o~~ i ~ Storm MH #7 PIERCE ST ¢ a ~ ~ ~ PIERCE ST PIERCE WJI Wiliness Refence (D1 I \ \ \ Rim 32.05 w P C Point_B --a----`"'~~ ~ I \ O \ \ inv 16" pvc S 22,60 ~ - FRANKLIN ST ~ a ~ InV 48" rcp E 0,28 ~ _...-----s N a NW Corner Lot 2, Block 5 r ----`"~S.C.M. 4$" rcp~~_._...----"' ~ I \ \ ~ inv 24".pvc S 19.42 COURT ST ~ o ~ ~ RL "'-RLS 3659` ~ i~ , inv 24" pvc N 19.05 u P,y '*-S.R, 60 COURT a S ~ ~ ~ D r w (Point falls in water.} \ \ 1 0 \ ~ a N line ,Lot Z, Block 5 S R W ' ~ _ _ _ _ _ / hne Court !S 89'10'33" E~3.56~(9 A) Eas (P) 1 \ \ ~ W line Court Street _ ~ ~ ~ I ~ \ \ \ ST CHESTNUT ST S.R, 60 , „ , S 8910 33 E 107.56 (C (C) /10„ ..J~., S 89'10'33" E 66.0 ~2,~ `T~ ~ V ROGERS ST ROGERS ` } ~i 10' / S.C.M. \ ~'o \ ~~i~,( a a TURNER ~ / 030„ , RLS 3659 \ ~ ~ ~~i o Z~ m ~ / 0 A ~ ~ p ~ pro ~ O 2~, C. TURN„ER ~~o \ ~ \ o,~~o N" e~ ~ E~ 4) w .\ne 12., Not to scale ~ v ote~ ~ 5r l~ o o~ F \ \ 11~ V W , • o~ S v oG t 2., ~ t2..~/ ~ SUBDIVISIO v 11 0 Q' 2a' 40' N J ~ I~ II / r ,N ~ ~ to k ~ ~ •~t~`° ill 12"-~~ ~ / / / I s~o~ \ ~ p \ 111 l SCALE: 1" = 20' M Q p.QQ o / > ry ol/ ~ ~ LOT 2 ~ \ ova llf GRAPHIC SCALE (IN FEET) • of Z ~ ~ g..l o~, ~r / ~ II i s orou gh g.. Deed hook ~ 5 ~ / 12„ 12" \ ~~0 f \ 11~ Cotch Basin #1 R/W Ri ht of Wa ~ N 9 Y N P.O.L. ~ F.C:LR. 6" (C) Calculated Distance 16" \ 0 I LOT 1 \ ~ ` ` Throat332.31 G.. 24„ ~ Page 475 3G , 1~ P.O.B. J NE Corner Oak N 89°10'3 " LB6707 3 W 109,17 (F) I ° 0 12" 12" N 89'10'33" W 159.94' (F} l Asphalt \ N 89°10'33" W \ Bluffs A Commecial . _ P Plat Distance S Ilne Lot 2, Block 5 West(P) - - ~,L•2_ _ ~ _I~/ _ Milling ~ 71.89' (F) \~\`~~a Condominium / S.C / S.C.M. RLS 3659 p f~~<. X24 G ~ 10° / ~ ~ ~ rr--- ~ ~ S Line ~f N 75' \\,pa 1 F asure F.C.M. , r~- _ - Fleld Me catch basin _ Leaning Wit SW Corner l.ot 2, Block. 5 rim-31.02 ii ~ PO Witness R~e'ence ~~1~==-~_____=~-- - ~ \ o {0/A) Over all throat=30.05 No ID II ~ Point A ~ ~ ~ ~ _ - _ ~ R• of Lot 1, Block 5 \\d N 891033 W 269.11' (0/A) ~ / S.C.M. II ~ L86 inv 18" rcp E=25.59 0.45' S ~ II ~ ` / ~ RLS 3659 II ~ \\P.O.L. \ \6 inv 30" cmp SW=25.28 II P.0.6. Point of Beginning \ \ \ \ 'P,O.C. Point of Commencement grate 31.08 grate 33,14 ~ \ f inv 18" rcp W 27.96 inv 18' rcp W 29.61 ~ ® ~ ~ ~ \ I O.R. Official Record o`~~~~ p-~-----..... _ inv 18" rcp E 27.99 inv 6" pvc 29.82 ~ os ~18'rcP inv 4" pvc 29.78 Np, or \ \ LB Licensed Business I III RLS Registered Land SLirveyor ~ J o II A a\~ 'A ~ ~I .a I( o~ Il ~ °yPr ~ ~ a.c, units II \ ~ I S.C.M, Set Concrete Monument ~ ®i-san. clean out c/s c s 911 ~ \ ~ ~ Il_ , sfrai h ~g~ ih ~ sfra1ight curb L QC3 ~ 11 G, Wood fence ~ I .C.LR. Found Ca ed Iron Rod F pp ' F.C.M, rte Monument Found Conc e I X11 U ~ a/s I ~ conc . romp ~ II a ~ ' ':F.I,P. .Found Iron Pi e P Q x31.4 G' wood fence ~ L ~ ~ ~I o °F.LR. Found Iron Rod • ~ ID Identification ~ - . . 3LUFFS A COMMERCIAL COND~MINiUM gate olio _ on ominiun . ac. .Air Conditioning ninium Plat :Book .142, Pa es 96^~.-104 ~ J g san Sanitary Sewer 3 c s Concrete Slab / rf l' m l 3 ~I f 10" O cone Concrete inv Invert 0 rc Reinforced Concrete Pi e P P 0 C I 7 0 Corru ated Metal Pi e - cmp 9 P m h. lL vc Pol in Chloride P Yv YI wv W LEGAL DESCRIPTION ~ ~ „ z W BASIS OF BEARING, ASSUMED N00'05'20"E .EAST BOUNDARY OF OAK BLUFFS A CONDOMINIUM ( ) ~ , IN PLAT BOOK 102, PAGES 96-100, OF THE PUBLIC RECORDS, OF PINELLAS COUNTY, FLORIDA. A POF A PORTION OF LOT 2 AND A PORTION OF THE NORTH 75 FEET OF LOT 1, BLOCK-5, I~ A.C. T A.C. TURNER'S SUBDIVISION, SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST, Q THE FOLLOWING RECORD PLATS, LEGAL INSTRUMENTS, AND DOCUMENTS HAVE BEEN EMPLOYED ICJ RECOR THIS BOUNDARY DETERMINATION. RECORDED IN DEED BOOD "K", PAGE 475, -0F THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIC FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, BEING MORE PARTICULARLY R „ „ DESC 1. A,C. TURNER S SUBDIVISION, DEED BOOK K ,PAGE 475, OF THE PUBLIC RECORDS, OF DESCRIBED AS FOLLOWS: P.O.L Q HIL S OROUGH COUNTY FLORIDA. LB , a Found Nail COMMf COMMENCE AT THE .SOUTHEAST CORNER OF OAK BLUFFS A COMMERCIAL CONDOMINIUM, PLAT 2. MAP OF TURNER'S SUBDIVISION NO 3 HILLSBOROUGH PLAT BOOK 1 PAGE 53 OF .THE > BOOK BOOK 102, PAGES 96-100, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE I N m Found Iron Pi e D P PUBLIC RECORDS, OF PINELLAS COUNTY, FLORIDA. N00'0: N00'05'20"E, (BASIS OF BEARINGS), ALONG THE EAST BOUNDARY OF OAK BLUFFS A COMMERCIAL I 3. OAK BLUFFS A COMMERCIAL CONDOMINIUM, CONDOMINIUM PLAT BOOK 102, PAGES 96-100,.. ~J Found Capped Iron Rod CONDC CONDOMINIUM, ALSO BEING THE WEST RIGHT-OF-WAY LINE OF BAY AVENUE, A DISTANCE OF o OF THE PUBLIC RECORDS, OF PINELLAS COUNTY, FLORIDA. 388 2. 388.27 FEET, TO THE NORTHEAST CORNER QF SAID QAK BLUFFS A COMMERCIAL CONDOMINIUM; ~ o Set Concrete Monument 4. OFFICIAL RECORD. BOOK 11285, PAGES 1941-1945, OF THE PUBLIC RECORDS, OF PINELLAS THENC COUNTY, FLORIDA. THENCE N89'10'33"W, ALONG THE SOUTH BOUNDARY OF SAID NORTH 75 FEET OF LOT 1, BLOCK o Found Concrete Monument RECORD .BOOK 4587 PA 1 7-1 THE P I 5, A.C 5. OFFICIAL GES 50 508, OF UBL C RECORDS, OF PINELLAS 5, A.C. TURNERS SUBDIVISION, ALSO BEING THE NORTH .BOUNDARY OF OAK BLUFFS A COUNTY FLORIDA, COMME COMMERCIAL CONDOMINIUM, A DISTANCE OF 71.89 FEET, TO THE POINT OF BEGINNING; THENCE 'rn ' Palm Tree CONTIi 6. OFFICIAL RECORD BOOK 4007, PAGE 896, OF THE PUBLIC RECORDS, OF PINELLAS COUNTI', CQNTINUE N89°10'33"W, ALONG THE SOUTH BOUNDARY OF THE NORTH 75 FEET QF SAID LOT 1 m° AND 1 `o Oak Tree FLORIDA. AND THE SOUTH BOUNDARY OF LOT 2, BLOCK 5, A,C. TURNER'S SUBDIVISION, A DISTANCE w 7. INTERNAL IMPROVEMENT FUND, DEED 17,486, INSTRUMENT 68102375, OF THE PUBLIC OF 15' Unknown Tree RECORDS OF PINELLAS COUNTY, FLORIDA. THE S OF 159.94 FEET, TO A WITNESS REFERENCE POINT A; THENCE CONTINUE N$9'1.0'33"W, ALONG THE SOUTH BOUNDARY OF SAID LOT 2, BLOCK 5, A DISTANCE OF 109.17 FEET,- TO THE ~ 8. STATE PROJECT NUMBER, SECTION 15220-2599, STATE ROAD 60, PINELLAS COUNTY, SOUTI- ~ N SOUTHWEST CORNER OF LOT 2 BLOCK 5, A.C. TURNER'S SUBDIVISION; THENCE N23'ST23"E, lin 0 Metal Light Pole FLORIDA, RIGHT OF WAY, LEGAL DESCRIPTIONS, PARCEL 102 AND PARCEL 107, ALONG ALONG THE WEST BOUNDARY OF LOT 2, BLOCK 5, A.C.. TURNER'S SUBDIVISION, A DISTANCE OF ORIGINAL s I o Wood Li ht Pale 81.55 g NATIONAL GEODETIC VERTICAL DATUM 1929 MEMORIAL CAUSEWAY BRIDGE REPLACEMENT STATE 81.55 FEET, TO THE NORTHWEST CORNER OF SAID LOT 2, BLOCK. 5; THENCE S89'10'33"E, ALONG RECENEO o 0 > THE N THE NORTH BOUNDARY OF 10T 2, BLOCK 5, A.C. TURNER'S SUBDIVISION, ALSO BEING THE SOUTH OCT 19 2QO6 z z Water Valve PROJECT. 15220-3599, BENCHMARK 8, STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION, „ RIGHT RIGHT-OF-WAY LINE OF COURT STREET, FORMERLY HAVEN STREET, A DISTANCE OF 107.56 FEET, 4 X4 CONCRETE MONUMENT, BRASS DISC, STATION 45+13.10, 53.12 FEET RIGHT, CENTERLINE ~ Fire Hydrant TO A TO A WITNESS REFERENCE POINT B; THENCE CONTINUES 89'10'33"E, ALONG THE SAID NORTH PLANNING DEPARTMENT P.O.C, SE Corner PIERCE BLVD. BOUN[ BOUNDARY OF SAID LOT 2, BLOCK 5, A DISTANCE OF 66.00 FEET, TO A POINT OF INTERSECTION CITYOFCLEARWATER I Oak Bluffs A 'x Set Cut X W H ' IT HORIZONTAL DATUM BASED ON AN ASSUMED LOCAL COORDINATE SYSTEM: LONG WITH THE PROPOSED WEST RIGHT-OF-WAY LINE OF STATE RQAD 60; THENCE S39'26'17"E, Commecial D Storm Manhole A 0 ALONG THE PROPOSED WEST RIGHT-OF-WAY LINE OF STATE ROAD 60, A DISTANCE OF 98.26 ~ I Condominium FEET, FEET, TO THE POINT OF BEGINNING. 1 Water Meter PARCE P.O.L. SE Corner Lot 1, Block 8, PARCEL CONTAINING 16,598.68 SQUARE FEET, MORE OR LESS. Map of Turner's Subdivision No. 3 OS Sanitary Manhole `tJT Verizon Manhole Hillsborough Plat Book 1, Page 53 a`~o . u7 u7 r -o- Sign F.LP. ® Electric Box No ID ADDITIONS OR DELETIONS TO SURVEY MAPS OR RORTS BY O1xER THAN THE SIGNING PARTY OR PARTIES IS INVESTIGATE. DRAWN BY Novo DESIGNED BY CHECKED BY TLM CONTRACT NO. PROHIBITED WITHOUT THE WRITT~T CQNE{yT OF THEGNIN, PARTY OR PARTIES: ~ll~ CITY OF CLEARWATER, FLORIDA BEFORE YOU 11+ EXCAVATE THIS SURVEY NOT VALID WTHOUT THE,'SI~NATU,''AND THE ORIGINAL`RAISED SEAL OF A FLORIDA LICENSED 11 4G RVEYQR ANDaIAA,PRER. PUBLIC WORKS ADMINISTRATION ,OAK BLUFFS B NO. 05-0056-EN SCALE SURVEYED BY BOOK NO. JOB NO. VERT. none S.R. 575 2003057 , ; Iv J"' i , CALL LOCAL. PUBLIC k~r ENGINEERING UTILITY NOTIFICATION 10 - 1111- 0(p 100 S. Myrtle Ave. CENTER PARKI NG LOT P DATE DRAWN DWG NAME SHEET NO, HORIZ, 1 -20 10/06 bound-survey 1 OF 1 RICHARC R:` HAMILTON DATE SIGNED .9 1 IOU. FREE ' W~ C REGISTERED SURVEYOR%AND -9APPEF p (r t-800-432-4770 00 BOL LICENSE NUMBERiRtiS, WS R n Clearwater Fl 33756 MIN. 48 HOURS BEFORE BOUNDARY AND TOPOGRAPHICAL SURVEY APPROVEDFDR CONSTRUCTION REVISION BY DATE STATE OF FLORIDA n~w YOU EXCAVATE .r~u CITY ENGINEER MICHAEL D. gUIL1EN, P.E. # 33721 OATS _ r ~1 1 1 3a1s,~31,DS Catch Basin #4 Grate 30.69 \ 31.25 Throat 30.55 Storm MH #S Storm MH 9 31.01 3ost # Inv 18" RCP SW 2$.60 Rim 31.34 Inv 48" RCP Rim 31.34 6~ Inv 18" RCP SE 28.54 . Inv 48 RCP W 12;22 ryy ryo, 31.33 Inv 24„ RCP S 28.59 , , , yb Inv 48" RCP Inv 48" RCP E 12.39 3D,7t ~ Inv 24 RCP N 28.41 0 20 ~ OF BANK "1 TOP OF BANK TOP 3D.78 dj2R\\ \ 31.31 ELEf/. 31.00 ELEV. 31.00 storm MH ,~8 I Rim 30.97 Inv 18" RCP W 20,82 7 #B 31.07 \ \\\'`31.63 \ SCALD i» = 2~~ cP w 20.82 Existing Ground ~ ,y?° Inv 18" RCP E 21.40 , ~ ti CP E 21.40 \ ry9~" GRAPHIC SCALE (IN F~'P) \ ~ ~ BREAK INTO MH 'NTO MH 27.30 0 ~ \ ~ x Storm MH 10 ~ ~ /r : ~/r r s.9z 2550 6' ~l~CP SW 31.22 31.56 # ~ c\ Rim 31.65 ~ 0.I ti o \ \ 31'42 Inv 18" RCP S 18.65 SODDED,';BANK /r r ~ Inv 18 RCP E 2.82 ~~,,,,1 ° C SPILLWAY I 4 CON 1 \ Inv 18" RCP N 18.46 p,. 31.33 31.13\31,57 'DPE TYP. ~ w~18„ 4.• 1 SL . ( J 4.' 1 SLOPE 5.91 Rcp 1 \ ~ 28.86 / \ ~ ~ ~i~\i 31.94 ~,0 \ ~D, 'h~~~~9 . PONQ BOTTOM I TREE \ `\~'e°~ ~1. 31.4\\ 31.74 ryry99 / r ~ o~ a9 Grate Inlef ~lr . . ELEV. 28.50 „ ~ / / °o \ \ e \ ~ry 31.83 \ Grate Inlet #5 ti Grate 30.00 30.47 3 ~ \ pr I 31.ao\ ~ \ Grate 31.77. Inv 18" RCP NW 25.50 ~10~ \ 6 \ \ \ ,Inv 18 RCP NE 25.36 ~ o 1 ~ ti6 9 9 \p 30.91\1~ 31.60 \ ~i g'~ I ti x C E 31.06 G~ 30,02 ~ \ 9e .y0' Storm MH #7 " ~,o}-~ (p7 I \ a• o Rim 32,05 Scale. 1 -5 .r-- Inv 18" PVC S 22.60 NORTH WEST s.9s _ - - "RCP a ~I1 if 48 ;p o. x29 I ° ~N6 31.64~'~`31.98 Inv 24" PVC S 19.42 - . G ~rq~ 1 g'~ , nn1 k 3 , ^ ~ 32.08 31.80 InV 24" PVC N 19.05 J` . ~1. 1 ~Y,0.54 ~ 1 19.826 Y,I \kc31J5 ~ 48" RCP E 0.28II LOT trl--.'_' s ~ , Rss4 u; f 1:34 x ~ \ ~Y 31,74 e? \ / 0.43 J °,o.a3 ~ 15 3 4 12 I ~ \ Asa\\\ \ CONST SIDEWALK RAMP _ ~4 se \ \ T~ \ 32.17INDEX NO .109 .8 \aas 31,94\ 32.53,32.11 f~~ 1 CONST FOOT 1?PE C INLET v o ~ 31.9 ~ 1(\•it\ \\~as ~4m\\\\\ x31. 2.12 W/ REIICULINE GRATE (INDEX 232) 30" ~ GRATE 30.70 0 Q , ' ° ~ \ \ \a \ ~ 31.76 Q ~ \ FIR -o- ,ry~jb// I INV i$~ RCP NE 26.75 o.e4 24 fj. ~ 4~G~. ~ x32, 8' I \ \ 32,89\32,44. Woin Exi\\\C ,\0~"~ /32.24 31.68 :x32. FIBERGLASS OR NONCORROSIVE 0 ~ 0 Z \ \ \ ~ ~ ry6ry'hry' X32.11 V ~ METAL SKIMMER AROUND PERIMETER 12" V ~ 3.. 5.. x 32.1 0 ~ 'x 32.1 \ x ? 111 Trort~ifi ~ ~3 . OF INLET .TOP OF SKIMMER 31.20 p ~ \ ~ s 3 78f a / u x \ ~ ~ 32.35 ?S 31.78 32,18 SVE FIBERGLASS OR NONCORRD I ~I,'R, ~ v I ~ 1 \ 32.9 ,7$ ~ ROUND PERIMETER l 12" METAL SKIMMER A X16 / ~ AS 32.16 ~ R 31.20 ~ ~ ti. OF INLET TOP OF SK/MME / 3z. ~ . J 32. ~ ~0 k~ ~ n ~V ~ 33.10 r1 \ 8j \ i ~ ~1. ~ ~ ~j•,V ~ \ ~al \ \A 32.07 ~32,5D ,/V ~ x rsO ~ -03 _ 0 12" ~ . 5' LOT 2 ° 2 M 31.30 ~ 0.5 0• / . 8,. ~ 33.60 x/33.14 32,59 ~ II \ ~ I ~,a 32.83 \ ~ Catch Basin #1 I 12.. SOUTH WEST 1 ° x 33.09 3,7 • \ ~ 11 ~ Grote 32.44 ~ •.;,~.~•9~ 32.36 `\x•04 ~ Throat 32.31 CORNER OF o.7s 3t:7s SAWCUT AND REMOVE ~ . LOT 2 IST PAVEMENT . TYP. 31,79 ~ ~ . 3. ~ J „ ~ Q A:1~6~~ ;X: ° a ®Join Exist EX ( ) 31.04 s 2a.. M GRATE 30,70 31.42 x N~ ,~~p,° • 3e,1 10` 33.zD 3 Transition \ 1 12° ~ ~~i~ , '.f ..fi I 3~~7.1' 32.60\ \33.04 s' ~ s' 2.51 \ ° _ 86707 1 ~ 1 12,. Q9 12 6 ~ ~ _ L86707 ^ ~ \ \ sip r;.', 46 6 'Sit~#; 34.19 - - \\XN . :::::::::::.e:.•:i ii~:::i:........ ; .....•....:r. • catch basin 3o.t3 a ~ ~ ' .S '_3 , 0 2.6 rim=31.02 0 2. 3~ ~ 3Tgg .7 34 334.3 ~ \ \ \\pp' throat=30.05 ~ ,a 2.6 '32.74 ~ y~ ~ -G~ ~ 6~ \ ~ O - / _ ~ mv. 18 rcp E 25.59 a Q Y . ..I cif \ 34.41~~ 33.07 \ \`6 3 34 .89.x ~ 32,51, " 2.76 A., / x :3.53 I 34:13.. \k 33.38 \1c\\ 3.45. - Inv. 30" cmp: SP1=25,28 3 3a ~ ~ ~ N 31.os ~ . ~ ~ 30.1 lQ h ~ N CONST FOOT TYPE C INLET 1 ~ 3t,; N grate 31.08 grate 33.14 .w ~.t~ h~ inv 18" rcp W 27.96 inv 18" rcp W 29,61 341)9 s 33.9 \33.5D \ 33.13\~ M ®33.25 .33.42 W RETICUL/NE GRATE INDEX 232) (0 =.='.x,18" rc ;x----------_ 31.1 inv 18" rc E 27.99 inv 6 pvc 29.82 p_ .32.DS inv 4" pvc 29.78 LS2995 3332 / \ \33.61 / ( p 33.10 , 33.37 31.04 31,23 x 32 64 33.19 33.21 a ~ REMOi~E EXIST CURB (TYP.) i I ®31.46 I' `~0 33,833.37 h0\ 4. `34.67 4.66 34. \ ~~C v " 33.4D 05P I 0 :3413 33.70 I ' ~ x3.9 0~ x 3 . 9 0/C JJ Js2A 33.45 33.43 34,1 34.66' " 3 57 33.60 . ~I p sgn, dean out 'ss c/s c/s 33.51 CON T STRAIGHT CURB \ 33,60. ~ x 33,58 34,14 ~ 33.46 ~ x 33.88 33.61 31.89 - _ _ _ 33.55 sfroight cur 3.55 ~~--a~34,41 34.89 34.D5 MA CH EXIST PA ICEMEN ~ _ ` 34.57 34.30. f/~ EX NO ~O~ ~T~) III 6~ Wood / x33.69 r"'] 33.121 34.51 33,42 33.75 34.51 34.63 _ V 33.42 33.75 34.72 34.85 34.97 N EROSION SEDIMENT INV 18 RCP / II SEDIMENT c/s 34.91 35.03 I ~ conc I CONTROL IYP, i,e, SI NE 26.75 ( _ rom 34.19 34,24 ~ x34.45 (TYP.)(G e, S/L T 34.94 ---~c~35.04 35.15 34.3D p 34.36 34.66' i 35.08 / FENCE HA YBALE ETC. 4 YBALE, ETC,) ~ \ x 33.46 6' wood 35,24 35.2D 34'~ 34.72 34.73 34.69 ~ \ 35,28 34.81 gate \ 1 x 33.92 x 35.15 x 34,21 0 AKS BLUFF 34.71 R A ~OMMER~IAL 35.,9 x34.71 x 34.42 TU C U TR S L 0 NTR CO SCALE.1"=1' C0 NDO MINIUM 10~~ a pERMITTEE SHALL NOTIF`(IN WRITING N THE TAMPA REGULATION DEPARTMENT M ~ ~ - SOUTHWEST FLORIDA WATER MANAGEMENT O 91STRICT, WHEN CONSTRUCTION BEGINS, S~yT~14"BEST FLORIDAWATER MANAGEMENT OAS O O, @I~fi~IQT PERMITTED CONSTRUCTION pRAWINGS J 3 I y~ ~ ~~~3~'~~ ~4. O M i~~/( O R F . ~ ; o `8 , M O ORIGINAL ' O O RECEIVED ; ~~'~~t'9 ';>,~jr pis~R\~~ ~I acT i g zoos J ~ c ~ U PLANNING DEPARTMENT Q A~~Am??nTee a uIY ur %,Lcmvvr%mw, S ry DRAWN BY DESIGNED BY CHECKED BY A. C. CONTRACT NO. INVESTIGATE RECORD DRAWINGS ,n - W DA , ` CITY OF CLEAR W FLORI BEFORE YCU EXCAVATE MC/Novo 98-0061-EN SURVEYED BY DRAWN BY vERr. As Noted S.R. PUBLIC WORKS ADMINISTRATION . CALL LOCAL. PUBLIC 1 1 E 1 P{ V R I A L BRIDGE BLUFF SCALE SURVEYED BY BOOK NO. JOB NO. 2003057 3 REVIEWED BY =tnt:.: ENGINEERING uTIUTY NOTIFICATION N HORIZ. As Noted DATE DRAWN .8/D5 DWG NAME 2003057 SHEET NO. 1 OF I W PROJECT ENGINEER, DATE 100 S. Myrtle Ave, CENTER TOLL FREE: -99 o,ff _ _ , PARKING LOT APPROVED FOR ^ o APPROVED BY 010 1 600.432-47R -.~rER 1~ Clearwater> Fl 33756 b BY DATE /O MIN. 48 CONSTRUCTION EXCA ATEFORE g CITY ENGINEER. MICHAEL D. QUILLEN. P.E. 33721 DATE REVISION CITY ENGINEER MICHAEL D. QUILLEN, P,E # 33721 DATE rn.2 wm ~ t