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FLS2005-11096 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Clearwater Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE i475 _- CASE #: L ? o 0 DATE RECEIVED: ':w (,LJ_ RECEIVED BY (staff initials): _7_J-?:?:C ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: ---------------- -------- EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 12/30/2004) --- PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Pinellas County Board of County Cc =. * ssioners MAILING ADDRESS: 315 Court Street Clearwater, FL 33755 _- PHONE NUMBER: -_727-464'3251 -- FAX NUMBER: 727-464-3577 ORIGINAL - -- ------- RECEIVED PROPERTY OWNER(S): Pella County (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) -2 0 2005 AGENT NAME: Jorge K.. ata ntas-P E,, Director of Engineering - DEPARTMENT MAILING ADDRESS: _ 440 Court Street Clearwater FL 33756 CITY OF CLEARWATER --- --4-----------1 -------------------- ---------------- PHONE NUMBER: 727-464-3251 -FAX NUMBER: - CELL NUMBER: E-MAIL ADDRESS: 727-464-3577 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site:-1556S• Ft_Harrison _ Cleanaater - - - -_- LEGAL DESCRIPTION: PARCEL NUMBER: (if not listed here, please note the location of this document in the submittal)21/ 29/ 15/ 00MO/41PI/ 1907 PARCEL SIZE: 262 AC, (acres, square feet) PROPOSED USE(S) AND SIZE(S): -----Non Residential Use Stormater Pond (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): __Attached PTOjeCt D2SCr] pti On -_- Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Page 1 of 6 - Flexible Standard Development Application 2005- City of Clearwater 0 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 (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ? Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Curre tly vacant land will be converted into stonwater treatment facility 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 pronosed pond will not have impact to adjacent prooperties. _ 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed - use. ---BRIG - - ----- - - ------------ The proposed pond will be fenced, RECEIVED NOV 3 0 2005 4. The proposed development is designed to minimize traffic congestion. --------- - ---- --------------- PLANNING DEPARTMENT - -No_jmpac fi 1n--tr'q f-Fi 0_ --- -------------- --- --- ---- CITY CLEARWAIER 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The ronosed and will enhance Surrounding area ----------- -- 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The_vronosed fond will_not have adverse " act onadiacent D erties ? Provide complete responses to the applicable flexibility criteria for the specific land 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: Page 2 of 6 - Flexible Standard Development Application 2005- City of Clearwater • • E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invo addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with I City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption 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. - Signature and seal of Florida Registered Professional Engineer on all plans and calculations. WX 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 PC Acknowledgement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included provided. Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall 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; LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; V( GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ORIGINAL ? SITE PLAN with the following information (not to exceed 24" x 36"): RECOVED _ All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; ® 1"Inq 3 Location map; Index sheet referencing individual sheets included in package; ENT Footprint and size of all EXISTING buildings and structures; ildi i f ll PROPOSED b d t t F t i t d G DEPARTM pLANNIN u ngs an ruc ures; n a s oo pr an s ze o uired setbacks All re RWATER ?( OF CLEA ; q Clj All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Page 3 of 6 - Flexible Standard Development Application 2005- City of Clearwater Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; ___ All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; ___ Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8'/ X 11) and color rendering if possible; ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) RECEIVED ? LANDSCAPE PLAN: All existing and proposed structures; NOV 3 0 2005 Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; - Delineation and dimensions of all required perimeter landscape buffers; PLANNING DEPARTMENT ___ Sight visibility triangles; CITY OF CLEARWATER Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED LANDSCAPE PLAN to scale (8 % X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); ? 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. Page 4 of 6 - Flexible Standard Development Application 2005- City of Clearwater I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ? BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 '/2 X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ORIGINAL ? Comprehensive Sign Program application, as applicable (separate application and fee required). RECEIVED ? Reduced signage proposal (8'%X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) PLANNING DEPARTMEN CITY OF CLEARWATER ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): _ Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. 7? __ 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. 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. Sigri rerafpropeTownersrepresentative -mart \\I14 f1111111TAC D of by as nF FNRINFFRINf: _............. .•..•N.N.........••.•.••............• a?o??YpGb,? MUMA M. MWIiE . s= = Commission p DD02MU a®QO,Expires 4/28/2007 s!4 S ° OF , ?°,.'`, Bonded Uuagh Page 5 of 6 - Flexible Standard Development Application 2005- Cityz19U91e??vtr Florida Notary Assn., Inc. • ................................................... STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before , lne this day boa A.D. 20 ? ? to me and/or who is has produced identificatio Notary ftc, My commission xpires: a 0 AFFIDAVIT TO AUTHORIZE AGENT: Firtellas County Board of County Commissioners (Names of all property owners on deed -please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1556 South Fort Harrison Clearwater 2. That this property constitutes the property for which a request for a: (describe request) Construction of a stormwater pond 3. 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; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (1/we), the undersigned authority, hereby certify that the fore(, 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 °L, aG 0 personally appeared 7's,6p che Deposes and says that he/she fully understands the contents of he affidavit that he/she signed. My Comj?i fires: ANDREA .1AOORE • r,t Commission N 00020'5455 s 4?0F a° a' Bonded Baouph E ?+nuo.?• ? (800432-4254) Florida Notary Assn., Inc. • ................................................. S:Wlanning DepartmentlApplication Formsldevelopment reviewlflexible standard development application 2005.doc day of duly sworn ORIGINAL RECEIVED NOY 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Page 6 of 6 - Flexible Standard Development Application 2005- City of Clearwater LJ RECEIVED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL FLS2005-11096 1556 S FT HARRISON AVE Date Received: 11/30/2005 PINELLAS COUNTY BOARD OF COMM. ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 313B PLANNER OF RECORD:.NOT ENTERED CLWCoverSheet 0 LONG RANGE PLANNING DEVELOPMENT REVIEW January 25, 2006 10 C ITY OF C LEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 Jorge M Quintas Pinellas County Board of County Commissioners 440 Court Street Clearwater, FL 33756 RE: Development Order regarding case FLS2005-11096 at 1556 S Fort Harrison Avenue. Dear Mr. Quintas: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 5, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to establish a utility/infrastructure facility (stormwater pond) within the Commercial (C) District under the provisions of Section 2-703.S. The DRC recommended approval of the application under the following bases: Bases for approval: 1. The plan complies with the Flexible Standard Development criteria under the provisions of Section 2-703.5.; 2. The plan complies with the General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development. The approval is based on and must adhere to the site plan and application. dated received November 30, 2005 and additional supporting materials received on January 15, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within six months of Flexible Standard Development approval (July 25, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HDYr HAMILTON, COUNCIBIEMBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER EQUAL EMPLOYMENT AND AFFIRMATIVE AcnON EMPLOYER" January 25, 2006 Mr. Quintas - Page Two license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Scott Kurleman, at 562-4567 x2504. You can access zoning for parcels within the City through our website:. www.myclearwater.com. * Make Us Your Favorite! Very truly yours, Michael DelkeAIC Planning Director I S:IPlanning DepartmentlC D BTlex Standard (FLS)Unactive or Finished CaseslFt Harrison S 1556 Pinellas County (C) Approved- SKIFt Harrison 1556 (C) Devtlopment Order.doc BOARD OF COUNTY ¦ COMMISSIONERS r , Kenneth T. Welch- Chairman Pinelids r Ronnie E. Duncan -Vice Chairman C Calvin D. Harris ounty Susan Latvala PUBLIC WORKS John Morroni Karen Williams Seel Robert B. Stewart January 12, 2006 A. Scott Kurleman, Planner H City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756-5520 Re: Case Number FLS2005-11096 1556 S. Ft. Harrison Avenue Dear Mr. Kurleman: This letter is provided as a response to your inquiry, and our subsequent meeting on January 5, 2006. The following numbered items reflect your questions and our responses. Overview: Pinellas County is constructing water quality improvements at the aforementioned location. The site is an existing vacant property bordered by Rattlesnake Creek on the south side and the Pinellas Trail on the west. The north side is bordered by an existing commercial property, and Ft. Harrison Avenue borders the east side of the property. The property was purchased by Pinellas County in the 1990's as a pond site associated with a major drainage improvement project that was never constructed. We subsequently developed and permitted a pond construction for an overall water quality improvement to a highly urbanized, commercialized and impervious basin. The treated discharge from this proposed facility will improve the overall quality of the runoff just prior to discharge into Waters of the State. 1. Please provide a project value. The current construction estimate for the improvements is approximately $350,000. 2:' `Clari#. How is the stormwater pond in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each separately. PLEASE ADDRESS REPLY T0: 440 Court Street Clearwater; Florida 33756 Phone: (727) 464-3251 Website: www.pinellascounty.org W ¦ Case Number FLS2005-11096 1556 S. Ft. Harrison Avenue Page Two A stormwater pond, especially one of this nature (wet pond with littoral zone planting), is in harmony with the surrounding area for all of the issues questioned above. This pond will serve as an aesthetic amenity for the surrounding commercial properties, the pond will be a nice view for the users of the Pinellas Trail, and will provide needed water quality improvement for the highly impervious drainage basin flowing through it. 3. Clarify. How will the stormwater facility not discourage or hinder the appropriate development and use of adjacent and buildings or significantly impair the value thereof. The Belleair pond, as stated previously, will be an amenity for the surrounding area. The look of the pond, with the extensive littoral zone planting and open water, will encourage both native and migrating waterfowl to visit the site. We find that creation of these type of facilities with our construction techniques provides local residents with aesthetic relief from the commercialization surrounding them. It is often the case that the area's commercial facilities will construct picnic bench areas adjacent to our facilities for their staff to take breaks/lunch and enjoy the peaceful nature of the open water and birds. Well- constructed ponds of this nature often improve property values for adjacent developments. 4. Clarify. How is the stormwater facility consistent with the community character of the immediate vicinity? As explained previously, the pond will be a local amenity. Additionally, the commercial development in the area mostly predates stormwater permitting regulations. Any recently constructed development will have a stormwater facility on site as a part of development. 5. Clarify. How does the stormwater facility minimize adverse effects, including visual, acoustic, olfactory, and hours of operation impacts, on adjacent properties? Reply to each separately. As explained previously, this facility will be an aesthetic improvement to the area. There will be no acoustic effects from storage of water, there will be no smell associated with an aerobic, open water body, and there are no hours of operation as the facility has no mechanical structures. 6. Provide a six-foot high black vinyl-clad chain linkfence around the perimeter. We respectfully request a waiver from this request. The facility already has an existing chain link fence and our construction involves only minor replacements of existing fencing that has deteriorated. Additionally, we want the local residents to be able to see the pond and appreciate its aesthetic appearance and habitat for the local waterfowl. 0 ¦ Case Number FLS2005-11096 1556 S. Ft. Harrison Avenue Page Three i 7. Some landscape is shown in the ROW. Permit must be obtained from the State. Due to discussions with FDOT, they do not want landscaping in this area from a maintenance standpoint. Additionally, we consider the plantings of the littoral zone of the pond and sodding of the berms and slopes as landscaping providing aesthetic improvements to the property. 8. Please provide a signed and sealed survey prior to 11512006 As explained in our 1/5/2006 meeting, we have located the original survey we acquired at time of purchase of the property. It is included with this transmittal. Additionally, a question posed during our meeting referred to the advantages Clearwater will receive as a portion of the development of this property. Since the entire design of the facility is to maximize the ability to treat the existing stormwater from the surrounding contributing area, we are providing water quality treatment for a large area of Clearwater with no request for compensation. I hope this addresses all of your concerns in this regard and that you will allow us a waiver for the normal requirements on a development. The goals are water quality, habitat creation and aesthetic improvements, and these goals improve the quality of life for all of the residents in the area. Should you have any further questions in this regard, please feel free to contact me. Sincerely, Michael P. Maroney, P.E. Senior Engineer, Surface Water Division Pinellas County Public Works cc: Jorge M. Quintas, P.E., Director of Engineering Charlie Norwood, P.L. S., Director of Geographic Services H:\USERS\Wpdocs\ENGINEER\SURF W ATER\MARONEY\belleairpond_cocresponse. doc 9'35 am Case Number: FLS2005-110 1556 S FT HARRISON AVE 0 Owner(s): Pinellas County Attn: Engineering R/W Clearwater, F133756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Quintas, Jorge 440 Court St Clearwater, F133756 TELEPHONE: 727-464-3251, FAX: 727-464-3577, E-MAIL: No Email Location: 1.262 acres located on the west side of Sout Fort Harrison Avenue approximately 540 feet south of the intersection of South Fort Harrison Avenue and Woodlawn Street. Atlas Page: 313B Zoning District: C, Commercial Request: Flexible Standard Development approval to locate a Utility/Infrastructure Facility, stormwater pond, in the Commercial District per section 2-703.S Proposed Use: Utility/infrastructure facilities Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood South Clearwater Citizens For Progr Association(s): Clearwater, Fl 33756 1120 Kingsley St. TELEPHONE: No Phone, FAX: No Fax, E-MAIL: duketieman@aol.com Presenter: Scott Kurleman, Planner II Attendees Included: Staff: Scott Kurleman, Neil Thompson, Scott Rice, Lenny Rickard Applicant: The DRC reviewed this application with the following comments: General Engineering: 1 _ No Issues. Environmental: 1 . No Issues Fire: 1. NO ISSUES Harbor Master: 1 . No issues Legal: 1 . No issues. Land Resources: 1 . Note, future tree preservation requirements. An inventory is required to determine tree health and viability to survive potential impacts. Once performed this data is used by the engineer to assist with the design and a tree preservation plan created to insure the survival of the trees to be preserved. Data on the preservation plan shall include tree barricades, root prune limits, trees to be removed and any other pertinent information needed to preserve the trees. Landscaping: 1 . Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.D. Provide a 15 foot landscape buffer on Ft. Harrison and a 5 foot oil the other three sides. Landscape to be installed on the exterior of the fence. Parks and Recreation: 1 . No issues - construction of regional wet detention pond. Stormwater: No Issues Solid Waste: 1 . No issues Traffic Engineering: 1 _ No Issues. Development Review Agenda - Thursday, January 5, 2006 - Page 6 Planning: 0 0 1 . Please provide a project value. 2. Clarify. How is the stormwater pond in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each seperately. 3 . Clarify. How will the stormwater facility not discourage or hinder the appropriate development and use of adjacent land and buildings or significantly impair the value thereof? 4. Clarify. How is the stormwater facility consistent with the community character of the immediate vicinity? 5. Clarify. How does the stormwater facility minimize adverse effects, including visual, acoustic, olfactory, and hours of operation impacts, on adjacent properties? Reply to each seperately. 6. Provide a six foot high black vinyl clad chainlink fence around the perimeter. 7. Some landscape is shown in the ROW. Permit must be obtained from the State. 8. PLEASE PROVIDE A SIGNED AND SEALED SURVEY PRIOR TO 1/5/2006. Other: No Comments Notes: Prior to issuance of a Development Order, submit three revised sets of application material addressing all DRC comments by June 5, 2006, or FLS will be void for failure to timely address DRC comments. Development Review Agenda - Thursday, January 5, 2006 - Page 7 0 0 qW-- 5S7---? Wells, Wayne From: Thompson, Neil Sent: Monday, November 28, 2005 12:25 PM To: Ruud, Alan K; Hall, Bob Cc: Clayton, Gina; Wells, Wayne Subject: RE: Construction activity Frank from County engineering came to the planning counter today to initiate the FLS approval for Utility/Infrastructure Facilities (storm water retention). Neil -----Original Message----- From: Ruud, Alan K Sent: Monday, November 28, 2005 12:13 PM To: Hall, Bob Cc: Clayton, Gina; Thompson, Neil; Wells, Wayne Subject: RE: Construction activity FYI.... 11 /28/05 Spoke to County inspector at pond site and gave info and phone #'s to call regards permits for this type activity. County engineering staff will get in contact with planning. They are constructing a retention / mitigation area. -----Original Message----- From: Pulizotto, Lynne Sent: Wednesday, November 23, 2005 2:44 PM To: Hall, Bob Cc: Ruud, Alan K Subject: RE: Construction activity Given to Al for review. -----Original Message----- From: Hall, Bob Sent: Wednesday, November 23, 2005 11:09 AM To: Pulizotto, Lynne Subject: FW: Construction activity Please assign to inspector. Bob Hall Development Services Manager 562-4723 -----Original Message----- From: Wells, Wayne Sent: Wednesday, November 23, 2005 11:02 AM To: Hall, Bob Cc: Thompson, Neil; Clayton, Gina Subject: RE: Construction activity You may refer them to me, but I may not be the case planner for this project. You could also refer them to the Zoning Counter. -----Original Message----- From: Hall, Bob Sent: Tuesday, November 22, 2005 3:15 PM To: Wells, Wayne Subject: RE: Construction activity I need to rely on you for that information. We will send the paperwork and make the contacts to bring them to the table. Can we just refer them to you for your follow up? Bob Hall Development Services Manager 562-4723 0 -----Original Message----- From: Wells, Wayne Sent: Tuesday, November 22, 2005 2:27 PM To: Hall, Bob Cc: Clayton, Gina; Thompson, Neil Subject: Construction activity Bob - Since I travel S. Ft. Harrison Avenue daily to and from my home, I have noticed an active construction project on the west side of S. Ft. Harrison Avenue that recently began. It used to be a vacant lot, but in Permit Plan apparently there used to be a billboard at that location (previously removed). Permit Plan has an address of 1556 S. Ft. Harrison Avenue. According to the Pinellas County Property Appraiser records, the property is owned by Pinellas County (ID # 21/29/15/00000/440/1900). It appears they are digging a retention pond. Under the Code, this is a Utility/Infrastructure Facility, at least a Flexible Standard (FLS) use within the Commercial District. There is no record of any project permitted with an FLS case or a site construction permit at 1556 S. Ft. Harrison Avenue. I asked Bob Maran in Stormwater Engineering if the City gets permits for such projects, which he indicated we did, but apparently the County does not. Could you check this out? Thanks. Wayne R LL CITY OF CLEARWATER Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WW W.MYCLEARWATER.COM December 09, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1556 S FT HARRISON AVE (FLS2005-11096) To Surrounding Property Owners: As a property owner within 200 feet of 1556 S FT HARRISON AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to locate a Utility/Infrastructure Facility, stormwater pond, in the Commercial District per section 2-703.S. On January 05, 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 January 05, 2006. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@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 January 05, 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, X Scott Kurleman Planner H Letter of Notification - FLS2005-11096 - 1556 S FT HARRISONAVE r PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 ACKERLEY, OLIVER ACKERLEY, HARRIETT 1554 S FORT HARRISON AVE CLEARWATER FL 33756 - 2005 SHAUGHNESSY, PATRICK J HAYNES, SHERYL M PO BOX 1773 LARGO FL 33779 - 1773 ZENJOY PROPERTIES LLC PO BOX 837 LARGO FL 33779 - 0837 a - 1ss6 Yj S/C PANTELES, FLORENCE • GIANFILIPPO, PETER V 1721 PENNY LN GIANFILIPPO, MICHAEL CLEARWATER FL 33756 - 3685 1594 S FORT HARRISON AVE CLEARWATER FL 33756 - 2074 FAIRWINDS PROPERTIES INC 1569 S FT HARRISON CLEARWATER FL 33756 - 2004 MUERHEAD, JOSEPH G 1520 SADLON AVE BELLEAIR FL 33756 - 2154 NELSON, JAN H II 1522 SADLON AVE CLEARWATER FL 33756 - 2154 FORD, JERRY D FORD, YVONNE L 1932 JEFFORDS ST CLEARWATER FL 33764 - 4732 BELLEAIR POINT INVESTMENTS LLC 101 CORONADO DR CLEARWATER FL 33767 - 2429 MAC;IEJEWSKI, SUSAN J 1546 CARMEL AVE CLEARWATER FL 33756 - 2150 GANGELHOFF, DELBERT C HOWARD, 1477 S FORT HARRISON AVE CLEARWATER FL 33756 - 2073 ALLEN, DONALD GRANT JR ALLEN, FAITH SHOWERS 432 WOODLAWN AVE BELLEAIR FL 33756 - 2043 ZENJOY PROPERTIES LLC PO BOX 837 LARGO FL 33779 - 0837 PMLHC;INC: 1575 S FT HARRISON AVE CLEARWATER FL 33756 - 2004 KKLCINC 31622 US HIGHWAY 19 N PALM HARBOR FL 34684 - 3723 GOLDMAN, ANDREW GOLDMAN, LILIA 316 EASTLEIGH DR BELLEAIR FL 33756 - 2502 TOURTELOT, JOHN SR DOUGLASS, PAUL N RESS, ROBERT 315 EASTLEIGH DR DOUGLASS, MARGIE A 435 WOODLAWN AVE BELLEAIR FL 33756 - 2503 313 EASTLEIGH DR BELLEAIR FL 33756 - 2089 BELLEAIR FL 33756 - 2503 HAAGSMA, D PAUL HAAGSMA, BARBARA J 1320 GULF BLVD BELLEAIR SHORE FL 33786 - 3352 TRAMMELL, CORY TRAMMELL, PATRICE 503 FAIRVIEW RD BELLEAIR FL 33756 - 2024 BUNDSCHUH, JANET L GOIRAN, ANNE V JORDAN, MARC R 501 FAIRVIEW RD 415 ROEBLING RD S 405 FAIRVIEW RD BELLEAIR FL 33756 - 2024 BELLEAIR FL 33756 - 2038 BELLEAIR FL 33756 - 2022 M A BELLEAIR, TOWN OF HUNTER, DANIEL • FORSTER, GREG J 901 PONCE DE LEON BLVD 1524 CARMEL AVE 2682 DRYER AVE BELLEAIR FL 33756 - 1034 CLEARWATER FL 33756 - 2150 LARGO FL 33770 - 4378 DONNELL, MICHAEL T DONNELL, SHIRLEY 10454 SILHAVY DR LARGO FL 33774 - 5223 WILLIAMS, JOSEPHINE 1538 CARMEL AVE CLEARWATER FL 33756 - 2150 NELSON, DAVID L 1544 CARMEL AVE CLEARWATER FL 33756 - 2150 GIANFILIPPO, PETER GIANFILIPPO, FRANCES 2167 BEECHER RD CLEARWATER FL 33763 - 2224 GIANFILIPPO, PETER 1594 S FORT HARRISON AVE CLEARWATER FL 33756 - 2074 UAY PRODUCTS 1NC PO BOX 2377 CLEARWATER FL 33757 - 2377 MADLEY, JEAN H WATTS, PATRICIA HOPE, ROBEKI' M JK 300 CORBETT ST 320 BARBARA CIR HOPE, PATRICIA M BELLEAIR FL 33756 - 3304 BELLEAIR FL 33756 - 1042 1718 MAGNOLIA RD BELLEAIR FL 33756 - 1662 South Clearwater Citizens for Progressive Action Duke Tiernan 1120 Kingsley Street Clearwater, Fl 33756 _ Scott Kurleman 1556 S FT Harrison FLS2005-11096 Clearwater December 09, 2005 Quintas, Jorge 440 Court St Clearwater, F133756 CITY OF CLE*RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WW W.MYCLEARWATER.COM RE: FLS2005-11096 -- 1556 S FT HARRISON AVE -- Letter of Completeness Dear Quintas, Jorge : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2005-11096. 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 January 05, 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 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner H Letter of Completeness - FLS2005-11096 - 1556 S FT HARRISONAVE Clearwater December 06, 2005 Quintas, Jorge 440 Court St Clearwater, Fl 33756 *CITY OF CLEORWATER PARTMENT PLANNING DE MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM RE: FLS2005-11096 -- 1556 S FT HARRISON AVE -- Letter of Incompleteness Dear Quintas, Jorge : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2005-11096. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. Please provide a scaled plan. 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 December 8, 2005 @ 3PM If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, 6,5--6 Scott Kurleman Planner H Letter of Incompleteness - FLS2005-11096 - 1556 S FT HARRISON AVE Delk, Michael From: Neff, Andrew Sent: Wednesday, January 25, 2006 4:15 PM To: Delk, Michael Cc: Quillen, Michael; Petrie,Todd Subject: FW: Union Street Booster Pump Station Mike D.--this is a follow-on to the long history of the siting of our highly acclaimed reclaimed water booster pump station-- we now have the following issue: The short version is the county is attempting to leverage maintenance actions on the currently approved site for us against requirements the city (you) is imposing on their site for the Bellair stormwater pond. This is just politics, but at this point you should be aware of the issue, their linkage and look into this to see if there's merit in the county's issue. From our perspective, we don't want to have any problems with the county at this point for our site. -----Original Message --- From: Quillen, Michael Sent: Wednesday, January 25, 2006 2:33 PM To: Petrie,Todd Cc: Neff, Andrew; O'Brien, Kelly Subject: RE: Union Street Booster Pump Station I am supposed to be receiving an updated cost estimate this week to replace the bridge on Old Coachman Road. This will allow us to resume negotiations with the County on the road transfer. Regarding the landscaping, there probably isn't much we can do about that since it is regulated through planning and you know that we don't even get cut any slack on our own projects. -----Original Message--- From: Petrie,Todd Sent: Monday, January 23, 2006 2:49 PM To: Quillen, Michael Cc: Neff, Andrew; O'Brien, Kelly Subject: Union Street Booster Pump Station Hi Mike, This afternoon we had a meeting with Charlie Norwood from the County to discuss the Union Street BPS changes. Overall he was satisfied with the changes and his concerns are the same as ours in regard to temporary lane shutdowns and pond access. There are two areas that he requested assistance. First, the County staff is indicating landscaping requirements for the Union St. BPS. He agrees that there should not be additional landscaping for this type of installation. The County is trying to permit the Bellair stormwater pond site and the City presenting notable landscape requirements for that site. Any mutual assistance would be appreciated. The second issue is that he still wants to move forward with an agreement on old Coachman. He stated that the Union Street easement was worth $70K and that was a part of the Old Coachman agreement. He asked if that agreement could move forward. As a final note, Charlie believes that the City was going to maintain the grass/trees within the easement. I believe the document states that the County would maintain that responsibility but it will be verified when the easement is returned. Thanks for everyone's help and please let me know if there are any questions. Todd Petrie 562-4960 Ext. 7221 ??qM Q An Equal Opportunity Employer South-#el Florida Water Management Distract Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637.6759 (813) 985-7481 or 1500536-0797 (FL only) SUNCOM 578.2070 March 17, 2004 Bartow Service Office 170 Century Boulevard Bartow, Florida 33830-7700 (863) 534-1448 or 1500-492-7862 (FL only) SUNCOM 5725200 0 - 2379 Broad Street, Brtsville, 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 1500320-3503 (FL only) SUNCOM 531-6900 Wecanto Service Office 3600 West Sovereign Path Suite 226 Lecanto, Florida 34461.8070 (352) 5275131 SUNCOM 667-3271 ORIGINAL RECEIVED e LM?GULIVU uaI uwr Gene A. Heath Assistant Executive Director Millam S. BIIeMgr General Counsel Protecting Your Water Resources Ms. Jan R. Herbst, P.E. NOV 3 0 2005 Pinellas County Board of County Commissioners 440 Court Street Clearwater, FL 33756 P y OF CCLLEEARWA ERT Subject: Final Agency Action Transmittal Letter ERP General Construction Permit No.: 44026074.000 Project Name: Belleair Pond Regional Stormwater Treatment Facility County: Pinellas Sec/Twp/Rge: 21/29S/1 5E Dear Ms. Herbst: This letter constitutes notice of Final Agency Action for approval of the permit application 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 4013-1.1010, 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. The enclosed approved construction plans are part of the permit, and construction must be in accordance with these plans. 44-Q Permit No.: 44026074.000 • March 17, 2004 Page 2 If you have questions concerning this matter, please contact Richard M. Alt, P.E., at the Tampa Service Office, extension 2045. For assistance with environmental concerns, please contact Rick A. Perry, P.W.S., extension 2056. Sincerely, Alba E. Mas, P.E., Director Tampa Regulation Department AEM:RMA:RAP: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 44026074.000 Michael P. Moroney, P.E., Pinellas County Engineering ORIGINAL RECEMD o 3 0 2005. PLANNING DEPARTMENT CITY OF CLEARWER 44-]5 • SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL CONSTRUCTION ` PERMIT NO. 44026074.000 Expiration Date: March 17, 2009 PERMIT ISSUE DATE: March 17, 2004 This permit is issued under the provisions of Chapter 373, Florida Statutes (F.S.), and the Rules contained in Chapters 40D-4 and 40, Florida Administrative Code (F.A.C.). The permit authorizes the Permittee to proceed with the 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, 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: Belleair Pond Regional Stormwater Treatment Facility GRANTED TO: Pinellas County Board of County Commissioners 440 Court Street Clearwater, FL 33756 ABSTRACT: This permit is for the construction of a wet detention pond to replace previously permitted failed underground effluent filtration systems. OP. & MAINT. ENTITY: COUNTY: Pinellas SEC/TWP/RGE: 21/29S/1 5E TOTAL ACRES OWNED OR UNDER CONTROL: 1.90. PROJECT SIZE: 1.90 Acres LAND USE: Government ORIGINAL RECEIVED DATE APPLICATION FILED: October 6, 2003 NOV 3 2005 AMENDED DATE: N/A pLANNING DEPARWENT CCI`f OF CLEARWAIER 44-c Permit No.: 44026074.000 March 17, 2004 Page 2 I. Water Quantity/Quality POND NO. AREA ACRES @ TOP OF BANK TREATMENT TYPE Pond 1.85 Wet Detention Total 1.85 A mixing zone is not required. A variance is not required. 100-Year Floodplain Encroachment (Acre-Feet of fill) Compensation (Acre-Feet of excavation) Compensation Type Encroachment Result (feet) 0.00 0.00 N/A N/A Environmental Considerations Construction of the stormwater treatment pond will result in a 0.07 acre temporary impact to a ditch/surface water. Proposed planting of the littoral shelf and resulting water quality improvement to downstream areas are considered a net benefit. ORIGINAL RECEIVED Watershed Name: Upper Coastal Drainage A regulatory conservation easement is not required. NOV 30 2005 A proprietary conservation easement is not required. PLANNING DEPARTMENT CITY OF CLEARWATER SPECIFIC CONDITIONS 1. 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. 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. 44-p Permit No.: 44026074.000 March 17, 2004 Page 3 3. 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 4013-1, F.A.C., and signed, dated and sealed as-built drawings. The as-built drawings shall identify any deviations from the approved construction drawings. 5. 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 Perm ittee 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. 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. 7. The removal of littoral shelf vegetation (including cattails) from wet detention ponds is prohibited unless otherwise approved by the District. Removal includes dredging, the application of herbicide, cutting, and the introduction of grass carp. Any questions regarding authorized activities within the wet detention ponds shall be addressed to the District's Surface Water Regulation Manager, Tampa Service Office. 8. This permit, Construction Permit No.44026074.000, amends the previously issued Construction Permits Nos. 40000996.000, 40001937.000, 40002887.000, 40003159.000, 40003539.000, 40003541.000, 40003895.000, 40004014.000, 40004044.000, 40004759.001, 48004989.000, 40006300.001, 40006397.000, 40007073.000, 40007337.000, 40007439.000, 40008016.000, 40008607.000, 40009917.000, and 44016345.000 and all conditions are replaced by the conditions herein. 9. Refer to GENERAL CONDITIONS No. 15 herein. GENERAL CONDITIONS 1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. R 4aaa?_ ORIGINAL Authorized Signature RECEIVED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 4.4 -5 Project description: The purpose of this project is to construct a regional wet detention pond as compensation for several existing underground storm water exfiltration treatment facilities that can no longer be compliant certified. The proposed facility will offset water quality treatment and will also attenuate peak flows delivered to Belleair Creek. The County constructed numerous underground storm water treatment facilities associated with various road improvement projects located mainly within residential subdivisions in the 1980's and 1990's. Many of these systems are no longer functioning properly due to various factors, such as deterioration of facilities due to age, heavy deciduous tree canopies that contribute large quantities of organic debris clogging the filtration media, and high ground water levels inhibiting functionality during the rainy season. Many of these systems were constructed beneath the road surface to minimize right-of-way takings and associated costs, and maintenance is extremely difficult. The most logical solution is to replace these many scattered underground filtration systems with a regional wet detention treatment facility. A facility of this type is more effective in providing storm water treatment functions and can be operated and maintained more efficiently. The proposed regional pond site is located between the cities of Clearwater and Largo, along US Alt 19 (SR55) north of Ponce De Leon Avenue. The site also borders the Pinellas Trail on the project's west side. The drainage area that will be treated consists of 82.1 acres of residential, commercial, and light industrial developments that largely pre-date storm water requirements and presently do not sufficiently treat runoff before entering Belleair Creek. The runoff from this area currently drains into Rattlesnake Creek which discharges into Belleair Creek then downstream under Indian Rocks Road to Clearwater Harbor and the Gulf of Mexico. The drainage area to be treated consists of thirteen acres of directly connected impervious surfaces plus sixty-nine acres of pervious surfaces. The attached table shows the existing permitted facilities within the Coastal watershed that will be replaced by this proposed facility. This is proposed to compensate for the area currently served by multiple exfiltration locations, which is a contributing area of 107.6 acres including 11.98 acres of directly connected impervious surfaces. The proposed pond will be constructed in an upland area adjacent to Belleair Creek. No wetlands will be impacted by the proposed construction. The proposed design conforms to design criteria outlined in Wet Detention Design Pool Requirements and Alternatives (TP/SWP-022), Option 2. Quantities were calculated using SCS Hydrograph incorporated in ICPR drainage computer program. The treatment filtration systems to be replaced will be properly abandoned leaving the attenuation functions of the original systems RECEIVED Nov 3 0 2005 1 PLANNING DEPARTMENT CITY OF CLEARWATER For example a drainage basin boundary (job # 1 and 2) is located in this area, which separates Coastal Zone from Stevenson Creek Watershed. The exfiltration systems are located in the Stevenson Creek Watershed and downstream of these facilities the system is routed through a wide, flat railroad side ditch. The facilities therefore receive additional treatment prior to discharge into Stevenson's Creek. The other systems will also receive some water quality treatment before they discharge into the Gulf. The proposed pond is located in the Coastal Zone. These systems discharge into Belleair Creek virtually untreated and, due to the significant topography, are quickly routed under Indian Rocks Road and into Clearwater Harbor without any significant treatment opportunities. This proposed pond will provide treatment of approximately 1/a" of treatment for the entire 82.1 acres of drainage basin, or over 2" of treatment for the directly connected impervious areas. This will provide a net improvement of water quality to the area and we believe the new pond will offset any current treatment provided by the uncertifiable systems. ORIGINAI- RECEIVED Nov 3 0 2005 PLANNO f C`EWp,AE R CIN 2 Parcel Detail 0 Page 1 of 1 rar a,C? LJCLO 11 ' PA Data Relatedmm Q E Print Window Close Window Property Appraiser Database, i Tax Collector Database Parcel Id: 21 / 29 / 15 / 00000 / 440 / 1900 Site Address: Owner/Address: PINELLAS COUNTY ATTN: ENGINEERING R/W 315 COURT ST CLEARWATER FL 33756 - 5165 Total Parcel Acreage: 1.262 Total Polygon Acreage: 1.262 Municipality: 5 - Clearwater Evacuation Zone: X Planning Sector: 6 BCC District: 3 Tax District: CW District Overlay: Fire District: 05 - Clearwater Land Type: 86 Property Use: 0 Use Percent: 100 0 0 Unit Counts: 0 0 0 Acreage: 1.262 0 0 Sic: 0 0 0 Total Unit Count: 0 Notes: within 750 ft of Eagles Nest : NO within 1500 ft of Eagles Nest : NO ORIGINAL RECEIVED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER http://bccisweb.co.pinellas.fl.us/gi/web/parcel_detail.cfm?OBJ_KEYS=7565799 11/28/2005 Pinellas County Property Appraiser Information: 21 29 15 00000 440 1900 21 129 115 00000 1440 f0900 29-Nov-2005 Jim Smith, CFA Pinellas County Property Appraiser 11:52:4 0 Ownership Information Uacant Property Use and Sales PINELLAS COUNTY OBK: 10101 OPG: 2254 l ATTN: ENGINEERING R/W 315 COURT ST CLEARWATER FL 33756-5165 EVAC: Hon-EUAC Comparable sales value as Prop Addr: 0 of Jan 1, 2005, based on Census Tract: 258.00 sales from 2003 - 2004 : 0 Sale Date OR Book/Page Price {Qual/UnQ} Vac/Imp Plat Information 5 /1,998 10,101/2,254 220,000 {U} U 0000: Book Pgs - 10/1,989 7,1011 33 17,200 {U} U 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 2005 Value EXEMPTIONS Just/Market: 324,000 Homestead: NO Ownership % .000 Govt Exem: YES Use %: .000 Assessed/Cap: 324,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 0 Agricultural: 0 2004 Tax Information District: CW Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: .00 1} 0 x 0 7.00 54,450.00 S Special Tax .00 2} 0 x 0 .00 .00 3} 0 x 0 .00 .00 Without the Save-Our-Homes 4} 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 .00 6} 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 7,528.85 Short Legal AKA "POND SITE" DESC BEG NW CDR LOT 5 SOUTH PARK Description SUB TH N 261.93FT TH NE-LY i22FT{S} TO W R/W SOUTH Page 2 of 3 ORIGIN-AL RECEIVED Building Information NOV 3 0 2005 Property and Land Use Code descriptions PLANNING DEPARTMENT CITY OF CLEARWATER http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=21+29+15+00000+... 11/29/2005 Wells, Wayne From: Wells, Wayne Sent: Wednesday, November 23, 2005 11:02 AM To: Hall, Bob Cc: Thompson, Neil; Clayton, Gina Subject: RE: Construction activity You may refer them to me, but I may not be the case planner for this project. You could also refer them to the Zoning Counter. -----Original Message----- From: Hall, Bob Sent: Tuesday, November 22, 2005 3:15 PM To: Wells, Wayne Subject: RE: Construction activity I need to rely on you for that information. We will send the paperwork and make the contacts to bring them to the table. Can we just refer them to you for your follow up? Bob Hall Development Services Manager 562-4723 -----Original Message----- From: Wells, Wayne Sent: Tuesday, November 22, 2005 2:27 PM To: Hall, Bob Cc: Clayton, Gina; Thompson, Neil Subject: Construction activity Bob - Since I travel S. Ft. Harrison Avenue daily to and from my home, I have noticed an active construction project on the west side of S. Ft. Harrison Avenue that recently began. It used to be a vacant lot, but in Permit Plan apparently there used to be a billboard at that location (previously removed). Permit Plan has an address of 1556 S. Ft. Harrison Avenue. According to the Pinellas County Property Appraiser records, the property is owned by Pinellas County (ID #21/29/15/00000/440/1900). It appears they are digging a retention pond. Under the Code, this is a Utility/Infrastructure Facility, at least a Flexible Standard (FLS) use within the Commercial District. There is no record of any project permitted with an FLS case or a site construction permit at 1556 S. Ft. Harrison Avenue. I asked Bob Maran in Stormwater Engineering if the City gets permits for such projects, which he indicated we did, but apparently the County does not. Could you check this out? Thanks. Wayne a 3s or- OUR ? ..A PL S AND VISITOR`_ _-1LNTING, OPERATIr _ nG E WATER AND TRANSP rcUFESSIONAL MANNER WHICH -..? AND COMMUNITY GROWTH. RELATED STANL)ARDS AND SPECIFICATIONS DOCUMENT DESCRIPTION D-1 FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', 2000 AND ALL SUPPLEMENTAL SPECIFICATIONS THERETO. D-2 STATE OF FLORIDA 'MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS', MAY, 2001. (FLORIDA GREEN BOOK). D-3 FEDERAL HIGHWAY ADMINISTRATION 'MANUAL ON UNIFORM TRAFFIC CONTROL DEMCES FOR STREETS AND HIGHWAYS% 2000 EDITION. D-4 PINELLAS COUNTY 'SPECIFICATIONS FOR HOT BITUMINOUS MIXTURES, PLANT METHODS, EQUIPMENT AND CONSTRUCTION METHODS' July 2000, NOTE: THE PROVISIONS OF DOCUMENT D-4 SHALL SUPERSEDE CORRESPONDING PROVSIONS OF DOCUMENT D-1 D-5 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, JANUARY 2002. D-6 PINELLAS COUNTY PUBLIC WORKS 'STANDARD SPECIFICATIONS FOR ROADWAY AND RELATED CONSTRUCTION' 2002 D-7 PINELLAS COUNTY, DEPARTMENT OF PUBLIC WORKS 'STANDARD CONSTRUCTION DETAILS% LATEST REMSION D-8 PINELLAS COUNTY, 'SUPPLEMENTAL TRAFFIC SIGNAL SPECIFICATIONS', LATEST REMSION.' REPRODUCTION WARNING ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. UTILITY WARNING NOTE ABOVE (ROUND ANa/aN UNOERWOUND nUTIES MAY BEN 11E AREA OF TKK PRU= - PROGfED MM CALMON - CALL 'SNNENC A D THE U111IY OWNER(S) 2 WItl01a DAYS IN ADVANCE OF DE01M1N0 WORK (1-800-432-4770). ROAD CLASSIFICATION: DESIGN SPEED: LENGTH OF PROJECT DRAINAGE A BRIDGES NET LENGTH OF PF N = EN ONS OF PROJECT SUMMARY OF REMSIONS DATE DESCRIPTION • PINELLAS COUNTY ENGINEERING DEPARTMENT STATE OF FLORIDA PLANS OF PROPOSED PONDS ENHANCEMENT PROGRAM.' BELLEAIR POND REGIONAL ST ORMWA TER TREATMENT FACILITY LOCATION OF P. 1. D. N 0. 001135 ?1 . I WOONAWN "REE1 r ROE Oil H0 - 1 N1 pa P RDEBUNG ' Oa( I CVERRROCK A t>t , • u y Ala FABRFIBN yys DRME • P Haxuro cr VI A,a BUNNY LAW 1 zN 1 II INDEX OF PLANS UEET SHEET DESCRIPTION PLQ. 1 COVER SHEET 2 PLAN 3 PLANTING PLAN 4 CROSS SECTIONS 5 GENERAL NOTES 6 GENERAL NOTES 7 STORMWATER POLLUTION PREVENTION PLAN 8 STORMWATER POLLUTION PREVENTION PLAN SECTION 21 TOWNSHIP 29 SOUTH RANGE 15 EAST PROJECT PRODUCTION TEAM (CORE MEMBERS) B. Frank Sidad2Nen DESIGN TEAM: 727.464.3656 DEPT. OF ENV. MGMT.: _ James Maya CONSTRUCTION: Paul Giuliani SURVEY: Penny Slandridge HIGHWAY: Kevin Mumen UTILITY COORDINATOR: - James Cannon RIGHT - OF - WAY: - Gloria Gilghrest TRAFFIC: N/A PARK DEPT.: Jerry Cumings Mkhad P. Ma-V FLORIDA PROFESSIONAL ENGINEER NO. 38914 RECOMMENDED FOR APPROVAL BY., - SANDY KELLEY, DIVISION MANAGER DATE RECOMMENDED FOR APPROVAL BY: JORGE M. QUINTAS, P.E, DIRECTOR OF ENGINEERING DATE APPROVED BY: JAN R. HERBST. P.E., DIRECTOR OF PUBLIC WORKS DATE ENGINEERING DEPARTMENT 440 COURT XWEET CRARUATRR PLORDL4 33756-5316 PHONE (7477) 454-3251 ORIGINAL RECEIVED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER SHEET 1 OF 8 I I' I'I'I MATERIALS: SHIMMER: k ALUM. SHEET POETS 8 STIFFENER D" ROUND OR SO= EXTRUDED ALUM. OR PVC PIPE SCH.80 B82 FASTENERS:(' ALUM. NUTS, BOLTS S WASHERS --+? I BASELME 0 MAX. 12' CENTERS EACH POST AND STIFFENERS. NOTE: THE COST OF SKIMMER SHALL BE INCLUDED IN THE as " ""-".----.---- COSTOFTHECONTROL STRUCTURE. --STIFFENER ---------- SKIMMERWALL -_ - -- 3'-0" TYP. LLLLLL )PTIONAL IBi SIDE LLLLLL LLLLLL IN LLEU OFBLOP LLLLLL•) CO PENETRATION LLLLLL LLLLLL J-, _.-_ CONNECT TO 008TIN - NRIOL STRUCTURE ?wf LENGTH VARIES i -CONCRETE BLOCK RETAINING -LL- .33 -............. .-_........... E1aer.u"mwlErD EE RF1?GT® 4? MIN. =,GRATEEL- 31.00 n IRm911YUTC --- I ILA mAIMMTFTdCE - DEPTH 0 TREES TO BE REMOVED X 'mmmmmwav Z „ SKIMMER DETAIL N.T.S. wpm D PROPOSED 54" OUTFALL PIPE TWO USF 6620 DBI STEEL GRATES -?? ?'j GALVANIZED WITH FRAME •"?i! C C B j T II % II cIl SKIMMER(SEE DETAIL) " WEIR maDn M1 mauE 4" PVC OPEN TOP 4" REINF. CONC. DITCH PAVEMENT ±I PIPE w/REMOVABLE W/ 6"x6", #10 W.W.M. 'I D CLEANOUT CAP PVC 1. am 0 TOP EL. = 31.0 (GRATE) v 1 WEIR EL. = 29.0 WEIR EL = 29.0 a 1 Y1 3.0' \ NN_ = 27.5 y 54 RCP Y.• . TYPICA GRADE=±26.0 OM 311.1 CONC. GROUT INV EL. = 24.85 ORIFICE PLATE 3 OPENING. INVERT EL=27.5 4*-IItr SECTION "C - CL SECTION "D - D" f° _ OUTFALL STRUCTURE DETAIL (MODIFY FDOT J BOTTOM index #200) N.T.S. REVISIONS BY DATE SURVEY BOOK ,VP. SURVEY DIVISION BY DATE SURVEYED - - TECRMTDLW DESIGN DIVISION DESvW BFS 12/03 DRA1M SFS 3/04 crmcm IC 06/04 ,URENR 6=101 TO BE PLACED ATWEDTEMOFE>QmNO WIFALL PPE PINELLAS TRAIL 6ASELINE OF CONST. STA. 883418 E0. STA. 8ASEUNE OF CONST. MITIGATION STA. 0+D0 ........... - PINELLAS TRAIL - muaoxl MICE 187370 NCE .......... - -01 ... __ ° \ / ? ?- "?"0"R8L8r TED BY L R .GTNDtS) 1 1 \ A ' M ?, i dIA? and .."- _.-... `? -?-1 I i ? `•. i \y II i? l malaM CONS ?1ts PVC PIPE W/ M!LE.S 71MU1 .._..,1 te1AE 1lML I / I 1 26.0 S g i I R•1r q tlC'6 OFT.. 171' 6 , 09 09 CAM 44/19 19.6 I 32 R. • PD I III m HTU STA. • 1472 I •I X 8/il 69L OFF. •IPr ..? I ' AP GTFF III I %' 1 ,: REF, . n xnr I T? P - 20' I?'ill 1I I'?' ' L 17.0 mOFF. - +1 -... -..? n•Y STA. • OFF. -A•S mA OFi. • ?cvt ? b AREA TO BE CLEARED FROM ?mNKED RLT FENCE DEBRIS AND SODDED RNCe ae olatTEO m E>taffn -------------------- ----------------------- --------------- FENCE B7OML AS ALi PAVEm T\ NOTE: REMOVE EXISTING ASHPHALT AS SHOWN R EO•IIE OW P.P. LLY OWERS) L r.-dx : II• / - PROPERTY LINE TO i ----- -------- --- W77EE0 y\r 'lop p / 0-9 00 SIP A ; ?P pp E?l N 96 ,? i ! yoJ 0 l mA . 3Pw, ' /' ` IR. O BELLEAIR POND REGIONAL STORMWATER TREATMENT PLAN FACILITY ORIGINAL RECEIVED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER DATE: JANUARY, 2005 P.I.D. NO.: 001135 SURVEY FILE NO. ----- SHEET 02 OF 8 am VA I ` , ale PINELLAS COUNTY, FLORIDA Pu6Bc Works INana r. NNNxr. rare Fh. w u0P onus mmr DI"mPR «P PRA D97 auPnm ti ma LeP,aR -3F1? Adlik AEL GENERAL NOTES 1. All stations and offsets refer to construction reference line, unless otherwise noted, 2. Survey for this project was prepared by Susan C.V. Scholpp P.S.M. P.C. Land Survey Division 3. Attention is directed to the fact that these plans may have been altered in size by reproduction, This must be considered when obtaining scaled data. 4. The Contractor shall field verify any and oil existing conditions prior to commencing construction, and shall notify the Engineer promptly of any discrepancies. 5. The construction lengths indicated in these plans are approximate. Actual limits may be set in the field as directed by the Engineer. 6. Locallons, elevations and dimensions of existing utilities, structures, and other features are shown according to the best information available at the time these drawings were prepared, but do not purport to be absolutely correct. The indicated location of underground utilities, structures, and facilities is approximate, and reflects the best information available from surveys and records, The Contractor shall be responsible for determining the exact size, location, depth, height, elevation, dimension, and extent of all underground and overhead facilities and other features affecting his work prior to proceeding with any construction activity that may affect such facilities. The Contractor shall be responsible for any damage caused by failure to comply with these instructions. 7, The Contractor must use extreme care in the installation of structures and piping, due to the close proximity of overhead and underground power lines. 1. The location and elevation of the proposed amenities, as shown on the plans, is for graphical ri en"bon purposes only. Actual location of the proposed amenities is to be determined in the field utilizng them um standards depicted on the h plans and the existing topography and physical fect features found in the held. The Contractor shall obtain approval from the Pinellas County Inspector / Engineer of the actual layout proposed prior to ordering of materials and/or commencement of work. 9. Separate payment shall be made only for the items of work listed and identified by the appropriate pay item on the bid form. The cos! of any related work not specifically identified. but which is required for satisfactory completion of the work, shall be considered to be included in the contract price for the appropriate bid item. 10. The Contractors attention is directed to the fact that all construction activities shall conform to Pinellas County Code, Chapter 58, Environment, Article XII - Noise, Section 58-411 through 58-451. 11. The Contractor shall have a foreman, or responsible party, on site at all times when work is being performed. All workers an the job site will be courteous to the public at all times, and shall refer any questions or concerns to the Contractor's foreman or the County Inspector. The foreman shspeak and understand English and shall be available at all times for timely resolutlan of reject related issues. 12. Gravity Wells shall be constructed according to FOOT Index 520. Gravity wells shall be onslructed of FOOT Class I Concrete (structural) with o minimum cmentltlous content of 508 Ibs/cy, o maximum water cemenlilious ratio of 0.50 Ibs/lb,and a minimum compressive strength of three thousand (3,000) PSI at twenty-eight days, and shall include the furnishing and construction of all necessary forms. Cast of reinforcing steel, face texture, finish and joint seal to be included in the contract unit price for Class I concrete (retaining walls, CY). Payment for the work specified under this Section shall be the number of cubic yards (CY) Class I Concrete (structural), actually constructed and accepted. 13. Gravity walls and retaining walls constr ucted as extensions of reinforced concrete walls, except walls of proprietary designs, shall have the same lace texture and finish as the existing reinforced walls, 14. Handrail shall be constructed according to FOOT Index 521. Handrail shall be 2-inch I.D. NPS Schedule 40 Aluminum pipe, pedestrian height unless specifically noted otherwise on the plans. MAINTENANCE OF TRAFFIC 15. The cost of Maintenance of Traffic operations shall be included under the lump sum pay item for Maintenance of Traffic, unless o separate pay item is provided. 16. The Contractor sholl provide for the safe movement of pedestrians and vehicles throughout all phases of construction, including deliveries and drop-offs in work zones. The Contractor shall furnish, erect and maintain all necessary traffic control and safety devices, in accordance with the U.S. Oepanmenl of Transpartalian "Manual on Uniform Traffic Control Devices" and the current Florida Department of Transportation "Roadway and Design Standards, Index Series 600 as amended by the specifications far this project, 17. The sequence of construction and methods described in this plan set. If provided, is a suggested Maintenance of Traffic scheme. The Contractor has the option, at his expense, to submit for approval to the Pinellas County Public Works - Transportation Engineering Division, his own "Traffic Control Through Work Zone" plans, Prior to construction. All contractor proposed traffic control plans / schemes must be signed and sealed by a Florida Registered Professional Engineer, and shall be in accordance with FOOT Index 600 series requirements. 18. Access shall be continuously maintained at oil side streets and driveways far the duration of the project, unless previous approved by Pinellas County. 19. Upon written approval by Pinellas County, the Contractor may close to through-traffic that portion of silt streets within the limits of construction. Access for local traffic with destinations within the project limits sholl be maintained. If it becomes necessary during construction to Iemporcrily prohibit access to local traffic, the contractor shall, on each separate occasion, notify all affected property owners and area emergency services at lead three days (72 hours) in advance. 20. For side street intersections, lane closures shall be limited to one lane at .II times. At a minimum. one-lane, two-way operation shall be maintained through the use of floggers. Two-lane, two-way operation shall be maintained during periods of lane closure restrictions, and when construction activities are beyond the limits of the intersections. 21. During periods of lone closures, the Contractor shall provide a FDOT-Certified Work Site Traffic Supervisor for the installation, maintenance, and removal of traffic control devices (e.g. barricades, signs, arrow panels, etc.) as outlined in the FOOT Standard Specifications and the FOOT Roadway and Traffic Design Standards, 22. The Contractor shall notify all local law enforcement prior to a lane closure that will exceed two hours. 23. When construction equipment is being driven or transported on the open travel lanes, the contractor shot) utilize FOOT Index 627. 24. Traffic conditions, accidents, and other unforeseen emergency conditions may require the Engineer to restrict or remove Iene closure or channelizolion. Under these conditions, the Contractor shall respond and provide adjustments ce directed by the Engineer without delay. The Contractor shall also respond with the constraints outlined in the standard specifications upon notification by the Engineer to any requests for correction, improvement, or modification to the traffic control plan and / or devices. The awl of this service shall be included in the lump sum price for Maintenance of Traffic. UTILITIES 25. Except where the plans and specifications provide that such work shall be performed under the contract for this project, all utilities interfering with construction shall be removed, relocated, or adjusted by their owners, at their expense. The Contractor shall arrange his schedule to allow utility owners time for the necessary relocation and adjustment of utilities and related structures. The following owners have lines and facilities within the project area. (1) PROGRESS ENERGY FLORIDA INC. (2) VERIZON TELEPHONE (3) TECO \ PEOPLES GAS SYSTEM (4) KNOLOGY BROADBAND OF FL. INC. (5) CITY OF CLEARWATER (SAN. SEWER) (6) BRIGHT HOUSE NETWORKS, PINELLAS COUNTY (7) TOWN OF BELLEAIR UTILITIES (GRAY WATER LINE) 26. Above ground and / or underground utilities may be in the area of this project - proceed with caution - The Contractor shall call 'Sunshine State One Call" and the Utility Owners in advance of beginning work, in accordance with Chapter 556, Florida Statutes, Underground Facility Damage Prevention 8 Safety. All utility owners may not be a member, requiring direct contact. The contractor shall further coordinate with utility owners to resolve conflicts that may arise in the field during construction, The Contractor will be responsible for any utilities damaged as a result of the Contractor's follwe to call "Sunshine State One Coll" and the Utility Owners. 27. The Contractor is required to coordinate and/or provide for the bracing/support of existing utility poles with the utility owners, prior to the commencement of excovation/construction activities. 28. The Contractor shall provide temporary facilities as required to Isolate pipelines installed under this contract for the performance of testing under this contract Likewise, provide temporary facilities as required to maintain wastewater service throughout the construction period, 29. All existing water mains, sanitary sewer, and other utilities shall remain in service until the relocated utilities are placed in service. 30. All construction within the right-of-way will be in accordance with the practices required by Pinellas County Land Development Code, Article V, Section 170-266 through 170-276, along with the FOOT Utility Accommodation Manual. 31, Contractor will notify the responsible utility for relocation of meter boxes for drinking water and reclaimed water services. DRAINAGE AND EROSION CONTROL 32. POLYVINYL CHLORIDE PIPE MUST CONFORM TO (P,V.C,) (A.S.T.M. F 949) 6" TO 36 33. Station locations for storm drain inlets and manholes reference the center of the specified structure bottom. The proposed lengths of pipe shown on the plans are measured from the center of each drainage structure . For pipes with mitered end sections, the proposed lengths shown on the plans include the length of the mitered end section, Payment for pipe shall not include the length of the mitered end section, as specified by dimension "F" as shown in FDOT Index 272 and 273. Payment shall be from inside structure well to inside structure wall. Any extra pipe length listed shall be considered contingent. 34. Conflicts of water lines with sanitary or storm sewer systems ore to be resolved by adjusting water lines as necessary. 35. Where it is necessary to deflect pipe either horizontally or vertically, pipe joint deflection shall not exceed 80% of the maximum values specified in AWWA C-600-82 or 80% of the pipe manufacturer's maximum recommended deflection, whichever is most stringent. 36. All existing pipes within the affected right-of-way corridor are to remain unless otherwise noted in the plan view or in the cross sections. 37. Underdrains shall be constructed in accordance with Pinellas County Standard Construction Details, Index 1290. 38. Underdroin cleanout plugs shop be installed in the upstream ends of underdrains wherever the upstream end is connected to a storm water inlet structure or junction bex, Underdroin plugs shall be "T-gripper mechanical plugs without bypass" or approved equal, and shall be considered incidental to the cost of the undmdroin pipe. 39. All storm sewer inlet, manhole and junction box cover lids sholl be fabricated and stamped as detailed in the Pinellas County Standard Construction Details, Index 1250, unless specified otherwise in the plans, 40. All existing and proposed utility and storm sewer structures whose lops will be exposed within any sidewalk or paved area shall be U.S.F. Type X or equal, Covers outside sidewalk or paved area shall be U.S.F. Type BJ or equal. 41. In accordance with FOOT Index 205 and FDOT Standard Specification 941, all proposed storm drain pipes will be reinforced concrete (RCP) Class III unless otherwise specified. 42. The Contractor shall be responsible for all erosion control and sediment conUOl, in accordance with FOOT Index 102, throughout the duration of the project and all aspects of construction. Contractor shall be responsible for all site restoration efforts that may be required as a result of construction. The Contractor shall use whatever methods, conforming to applicable standards, necessary to prevent erosion and siltation as may be required for the project. 43. The Contractor shall provide silt barriers to control erosion and sedimentation from migrating outside the limits of the project. Silt barriers shall be placed in accordance with FOOT Index 102, or as directed by the Engineer. 44. The erosion control device Quantities shown on the bid farms are estimates of the actual quantities that may be encountered during construction. It is the responsibility of the contractor to specify actual quantities and costs associated with his specific erosion control implementation schedule. Erosion control items may he added or deleted from the pay item list as the erosion control implementation schedule provided by the contractor is modified to meet site specific conditions. 45. All erosion control fences, barriers, and siltation devices shall be erected prior to any land alterations, shall he maintained in good working order during construction, and removed following soil slabillzollon and final drcesing. Built-up sediment will be removed from silt fences and staked turbidity barriers when it has reached one third the height of the fence / barrier. Stockpile areas shall include silt fence around the perimeter. 46. The Contractor shall not restrict or block the existing drainage flaw overland or within reshaped swales. Flow within existing drainage pipes shall be maintained at all times. Stormwater will be conveyed via existing swales, ditches, proposed ditches, and existing and proposed storm sewers. 47. During dewatering operations, the Contractor shall not discharge directly to receiving waters, existing conveyonces to receiving waters, or wetland systems, Temporary sediment basins, traps. or siltation reduction devices shall be utilized to collect the discharge from dewotering activities to eliminate the potential for off-site sediment transport and to insure that direct dlathe rge does not occur. 46. Contractor shall check all erosion and siltation control devices weekly, and after each rainfall, and repair and replace them required. Maintenance and inspection of the control and abatement of erosion and water pollution control shall be included in the cost of pay items listed. 49. Banks shall be protected from erosion or collapse during construction Bank protection material shall be carefully placed from the bank and not dumped from above In an uncontrolled manner. Erasion control fabric shall be used for erosion protection where sod will not hold or became esto cod in time to protect the honks. Unless otherwise specified pr the plans, upon completion of f connstru uction, all banks and waterways shall be restored to their pre-construcllan configuration and protected from erosion. 50. All grates for ditch bottom inlets are to be hot dipped galvanized steel, after fabrication, per FOOT Index 232 and 233, and shall be secured to the structures per Pinellas County Standard Construction Details, Index 1295. All inlet structures shall be designed for H-20 loading. 51. All ditch bottom inlets shall be modified with "thin Wall Precast Option" as shown in FOOT Index 201, unless field conditions require cast in place structures. 52. The cost associated with the use of concrete / cloth pipe jackets / collars as per latest FOOT specification shall be incidental to the work being performed and shall not be paid for separately. 53. The Contractor shall be responsible for protecting pond filtration systems from being clogged until Pinellas County determines the construction is complete. If filter material is contaminated, it shall be replaced at the expense of the Contractor. 54. The item for rlprap rubble shall use natural broken stone as required in Section 530- 2000. Broken concrete shall at be accepted or used. CLEARING AND GRUBBING 55. The Contractor shall only remove trees designated for removal in the plan, or as directed by the Engineer. Contractor is to obtain the tree removal permit from Pinellas County Department of Environmental Management. Tree removal shall be paid for under the pay item Clearing and Grubbing. 56. Where excavotion is required for construction of sidewalk, all slumps, roots, etc., shall be removed completely from the sidewalk area. All slumps within the project limits shall be removed completely and replaced with compacted backfil before the area is filled. Tree roots in area of proposed sidewalk, ramp, or driveway replacement shall be ground out to a depth of 6" below bottom of new sidewalk or driveway. All pruned root debris shall be removed from the sub-base material prior to pouring concrete, asphalt. or application of other specified materials. This work shall be included and paid for under the pay item Clearing and Grubbing. 57. All stumps, roots, and other debris projecting through or appearing an the surface of the ground shall be removed to o depth of 1-fool below the completed surface. This work shall be included in and paid for under the pay item Clearing and Grubbing. 58. The contractor shall remove all driveways, sidewalks, curbs, and all abandoned utility lines, pipes, structures, flumes and other subterranean objects to a minimum depth of four (4) feet below grade, or as otherwise directed by the Engineer. This work shall be included in and paid for under the pay item Clearing and Grubbing. 59. All materials not claimed by the County shall become the property of the Contractor, and shall be disposed of by the Contractor in areas provided by the Contractor. This work shall be included in ono paid for under the pay item Clearing and Grubbing, 60. The Contractor shall verify the proper working order of sprinkler systems affected by onslruction, troth poor to and after construction. The Contractor will carefully remove in their entirety and cap, without damage, any existing sprinkler system located, within the right-of-way, in the area to be cleared and grubbed, excavated, or trenched in preparation for construction activities. This work shall be included in and paid for under the pay item Clearing and Grubbing. 61. The Contractor shall repair all sprinkler systems located on private properly, and lying outside the area of construction, which may become damaged as a result of construction of this project. Such repa'v must occur in a timely manner, but in all c es prior to final punch list inspection of the project. There is no pay item for the repair of sprinkler systems, the cwt of this repair is at the expense of the Contractor. 62. Mailboxes shall be relocated in accordance with FDOT Index 532. Relocation of mailboxes, as required or where called cut on the plans, will be included in and paid for under the pay item Clearng and Grubbing. EXCAVATION. GRADING 63. All sub-cases shall be of good, clean, acceptable material compacted to maximum density as determined by AASHTO T-99, in accordance with FDOT Standard Specifications far Road and Bridge Construction. 64. All areas of exposed earth resulting from construction activities shall be sodded as directed by the Engineer. Seeding and mulching shall be applied only where specifically tolled for in the plans and specifications, or where specifically directed by the Engineer. 65. The Contractor will backfll areas to be sodded with clean fill to maintain proper grade of planting areas. and the sod shall be properly cut=in and tamped, the cost of which is included in the paitem for Sodding (SY). 66. Sad stabilization shall occur within 72 hours of achieving final grode. All slopes steeper than 3:1 shall include sod stapling or staking, the cost of which is included in the pay item for Sodding (SY). 67. The Contractor shall provide oil sheeting, shoring, and bracing required to protect adjacent structures or to minimize trench width. Where o separate pay item is not provided, the cost of all sheeting, shoring, and bracing required shall be included in the contract price for the item of work for which sheeting, shoring, and bracing is required. 68. Water for Sodding shall be applied according to the FOOT Standard Specification for Road and Bridge Construction, Section 575, and shall be paid for under the pay item Sodding (SY). 69. Water for Seeding and Mulching shall be applied according to the FOOT Standard Specification for Road and Bridge Construction, Section 570, and shall be paid for under the pay Item Seeding and Mulching (SY). 70. Unsuitable material shall become the property of the Contractor and shall be disposed of off-site, at a sultahle site provided by the Contractor, The Contractor shall be responsible for any and all permits and permitting fees required for the transport and disposal of unsuitable material. 71. All excess excavated suitable and unsuitable material not claimed by the County shall become the property of the Contractor, and shall be disposed of by the Contractor in areas provided by the Contractor. Payment shall be included in the pay item Grading (Lump Sum). 72. Borrow material required for construction of the project shall be provided by the Contractor from borrow areas provided by the Contractor, ORIC4 SAL RECENED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISIONS I BY I DATE PINELLAS COUNTY, FLORIDA Public Works BELLEAIR POND REGIONAL STORMWATER TREATMENT FACILITY DATE: OCTOBER, 2004 ila- F. til-k M/M. R% ws asn4 wa aaer?r 727) e°m?n" mee --,FxTr- GENERAL NOTES P.I.D. Nil.: 001135 SURVEY FILE NO. : SHEET 05 OF B 77, Except for the cost of excavating unsuitable material and the cost of furnishing, placing, and compacting fill to replace unsuitable material, the contract price for Grading shall include the cost of all embankment and excavation, graded connections, final dressing, end similar earthwork operations required for the completion of the project, unless otherwise directed by the Engineer. 74. Any grading or construction depicted on the plans beyond the right-of-way and within the units of construction is to be performed ONLY after receipt of permission from the property owner through o Right of Entry Agreement and / or a Sidewalk Easement. Only after notification by the Engineer that the Agreement / Easement has been obtained shall the Contractor construct within this area. Should the Engineer fail to obtain the proper authorization the Contractor shall modify the construction limits, as directed by the Engineer, in order to keep within the existing right-of-way. PAVING, SIDEWALK, AND DRIVEWAY CONSTRUCTION 75. No surfacing shall be applied to any manhole covers, frames, valve boxes, gas drops, etc 76. All existing and proposed utility and storm sewer structures whose tops will be exposed within any sidewalk or paved area shall be adjusted so that the top surface of covers or frames shall be flush with the sidewalk or pavement surface. All existing and proposed utility and storm sewer structures whose tops will be exposed within unpaved areas subject to vehicular bicycle, or pedestrian traffic shall be adjusted so that the top surface or covers ar frames shall be no more than one inch above the finished grade. Where sodding is applied, "finished grade" shall be the nominal height of gross after the sod is firmly placed. 77. The Contractor sholl deliver all removed clean concrete sidewalk, curb. and driveway sections (with no reinforcing material) to the following Highway Department District Maintenance Yard. Deliveries of surplus material shall be Monday through Thursday between 7.30AM and 430PM. Pinellas County Highway Department - (Central Yard) 22211 US Hwy. 19 North Clearwater, FL 34625 78. All excess millings resulting from construction activities shall remain the property of Pinellas County and shall be deposited neatly in the Iollawing designated spoil area. Transporting and stockpiling sold material shall be paid for under and Included in the pay item Clearing and Grubbing. Deliveries of surplus material shall be Monday through Thursday between 7:30AM and 4:30PM, Pinellas County Highway Department - Stockpile 12730 40th Street North Clearwater, FL 33762 79. Any privately owned features located on private property and outside the designated area of onstructlan damaged as a result of construction activities shall be repaired in a timely manner, at the expense of the Contractor. 80. Existing pavement shall be saw-cut in proposed patch areas to a depth required for the proposed pavement as shown on the plans. The cost shall be included in the pay item for Asphaltic Concrete. 81. Asphalt used for patching of roadway for installation of driveways, sidewalk ramps and curb shall be incidental to the cost of the item being installed. Asphalt used for patching driveways shall be Included in the pay item for the corresponding asphaltic concrete type, unless otherwise specified. 82. All proposed asphalt patch and surfacing everleid an existing pavement shall be feathered smoothly into the existing pavement, and may require the need for a milled butt-joint. 83. Existing roadway materials such as shell, marl, or limerack suitable for such may be utilized in the preparation of stabilized subgrade. 84. The Contractor shall disturb no more ground than what is necessary for construction. No open excavated trench, or other unsafe condition, will be left overnight. All work sites will be completely restored within seven (7) calendar days of the concrete pour for sidewalk. The intent of this provision is to "safe up" the project site as work progresses, and shall include removing forms, filling holes, grading, and removal of debris. 85. Sidewalk shall be constructed according to FOOT Index 310, and sidewalk ramps shall be constructed according to FOOT Index 304, unless a separate detail is provided. Sidewalk ramps shall be constructed to a minimum thickness of six (6) inches and shall be reinforced with either welded wire fabric or reinforcing steel bars, as shown on the plans or as approved by the Engineer. The Contractor will install on expansion joint of each end of s curb cut. 86. The Contractor will request a pre-pour inspection by the designated County Inspector. The Contractor shall not pour any sidewalk or sidewalk ramp concrete until a "pre-pour" inspection fully approves that all de-rooting and clearing and grubbing requirements, if any, are performed accardonce with this Specification, to verify that all form work is sufficient, end that the subg,ode is cut to the proper depth and compacted properly. Work not in accordance with c County "past-pour" inspection may require the complete removal of rejected work or result in a reduced payment of the deliverable. 87. All sidewalk damaged by the Contractor or Subcontractors shall be replaced at the expense 0f the contractor, at the direction of the Engineer. SIGNS AND MARKINGS 88. All existing signs within the project limits shall remain unless otherwise noted in the plans, or as directed by the Engineer. Sign locations shown 89. Any existing sign to remain that is disturbed or relocated during construction shall be reset to current standards for height, offset, and method of installation. Cost of this work shall be reflected in the pay item for Relocate Existing Sign, Single Post (Assembly). Multiple signs on a single post shall be paid for as one assembly. 90. Caution should be exercised while relocating existing signs so as to prevent damage to the signs. Signs damaged beyond use, as determined by the Engineer, shall be replaced by the Contractor at his expense. 91. All signs shall be installed according to the appropriate FOOT Roadway and Traffic Design Slondards Index and the FOOT Standard Specifications for Road and Bridge Construction, Section 700. 92. The Contractor shall deliver and deposit neatly at the following designated spoil ore., any traffic sign or signal equipment removed as a result of construction activities. Deliveries of surplus material shall be Monday through Thursday between 7:30AM and 4:30PM. Pinellas County Highway Department - (Central Yard) 22211 US Hwy. 19 North Clearwater, FL 34625 93. Contractor shall install temporary pointed lone striping. Pavement markings shall be placed as shown on the plans, and the appropriate FOOT Roadway and Traffic Design Standards Index. 94. Pavement markings an new asphalt shall be paint, and not thermoplastic. 95. Contractor shall use W-shape steel posts for multi-post signs. All posts for single column signs shall be aluminum round tube. 96. Refer to FOOT Roadway and Traffic Design Standards, Index 17352 for retro- reflective pavement marker placement details. FOOT RIGHT-OF-WAY NOTES, THE FOLLOWING COVERS ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY A. All proposed work must comply with FDOT Index No. 600 and No. 17346 8. All right-of-way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. C. Sidewalks to be reconstructed within three (3) days after removal and safe pedestrian traffic to be maintained at oil times. When existing sidewalk is removed it is to be removed to the nearest expansion joint. D. All Florida route markers must conform to FOOT Standard Index No. 17355. E. All median noses are to be painted with reflective yellow or white point as indicated on plans. F. Caution should be exercised while relocating existing signs so as to prevent damage to the signs. If the signs are damaged beyond use as determined by the Engineer, they shall be replaced by the Contractor at his expense. 0. The sign locations shown are approximate and may require field adjustment as directed by the Engineer, H. All route marker auxiliaries shall match the color combination of the respective marker, which they supplement. I. Any existing sign to remain that is disturbed or relocated during construction shall be reset to current standards for height, offset, and method of installation. J. All columns (posts) for single column signs shall be aluminum round tube. H. Disturbed area within the right-of-way will be compacted to 100% of maximum density and sodded. L. The applicant must notify the Florida Department of Transportation - Pinellas Maintenance Office, 48 hours in advance of starting proposed work. Call (727) 570-5101. M. Contractor to apply temporary painted lane striping. After asphalt has cured (min. 30 days - NOT CURRENT), Pinellas County Highway Deportment shall then apply permanent thermoplastic pavement markings in cord.nce with FOOT Standard Specifications 971-12 or 971-13 (see notes "S", "T", and "W for additional clarification), N. All sidewalk ramps to be 6" thick, 0. Refer to FOOT Standard Index No. 17352 for retro -reflective pavement marker placement details. P. Remove existing pavement markings within the construction limits that conflict with proposed 0. Placement of all signs and markings shall conform to MUTCD and F00T Index 17246. R. The rpm adhesive shall be a bituminous adhesive. S. Final pavement markings shall be thermoplastic with glass spheres and shall meet requirements in Section 711 of the Standard Specifications. (See notes M", °P, and "U for additional clarification.) T. Final striping as shown in plans shall not be applied to the new asphalt surface before a minimum curing period of 30 days has elapsed following placement of asphalt. (See Notes "M", "S", and "U" for additional clarification.) U. All traffic stripes and markings are to be lead-free, non-solvent based thermoplastic, the permittee shall provide the Department with manufacturer's certification prior to issuance of "Final Acceptance". (See Notes "M", "S", and "T" for additional clarification.) V. Before construction is to begin, the applicant shall delver to the Department proof of insurance verifying that the applicant or the applicant's contractor has coverage under the liability insurance with the requirements of the Florida Administrative Code, Rule Chapter 14-96.007(5)(c)6, W. No lane closures are permitted between the hours of 6AM and 9PM, unless prior approval is received from the FOOT inspector. X. Utility lines placed out of service ore to filled with flowable fill. Y. Contractor to contact Don Karce at FDOT Pinellas Maintenance Office, (727) 570-5101, 24 hours prior to construction for maintenance of traffic inspection. 2. All work shall be in accardonce with FOOT Roadway and Traffic Design Standards, Index Nos. 600, 611, 612, 614, 623, 627 and the Manual of Uniform Traffic Control Devices. (Refers to MOT) AA. The Contractor shall confirm that existing signage will not pose a conflict for work zone traffic control, The Contractor shall cover or remove all signs in conflict with traffic control during construction operations. AB. Unless otherwise noted in the plans, proposed through-lone widths in all phases shall be no less than 3.3 meters. AC. Temporary reflective pavement markers shall be provided on each asphalt lift with temporary striping in accordance with indexes 600 and 17352. Permanent reflective pavement markers shall also be installed at the time of final temporary striping on friction course. AD. Conflicting or misleading pavement markings shall be removed by water blasting or other methods approved by the Engineer. All existing pavement markings outside the limits of construction, which are altered, shall be replaced upon completion of the project. All costs shall be Included in price bid for maintenance of traffic. Removal of existing pavement markings and adding of removable or temporary pavement markings shall be completed using indexes 612 and 623. AE. Off-duty law enforcement officers sholl be used during operations that extend through signalized intersections and during periods when existing traffic signals are non-functional. Off-duty law enforcement to be in accordance with Florida Highway Patrol / FOOT Agreement Manual - 1994. AF. During periods of lane closures (between the hours of 8:G0 PM and 6:00 AM), the Contractor shall provide a worksite traffic supervisor for the installation, maintenance, and removal of traffic control devices (e.g. barricades, signs, arrow panels, etc.) as outlined in the FOOT Standard Specifications and FOOT Roadway and Traffic Design Standards. AG. For side street intersections, lane closure shall be limited to one lane and at all times, as a minimum, one-lone, two-way operation shall be maintoined through the use of fiaggers. Two-lone, two-way operation shall be maintained during periods of one closure restrictions and when construction activities ore beyond the limits of the intersections. All lane closures will be between the hours of 8:00 PM and 6:OOAM. Street name signs, and stop bars shall be adjusted as directed by the Engineer and shall be maintained by the Contractor until work is accepted. AH. Arrows denote direction of traffic only, and do not reflect pavement markings, unless otherwise noted. M: Access to adjacent properties which will have access after construction is completed must be maintained by the Contractor during all phases of construction. A.J. The Contractor must maintain drainage throughout the project during all phases of construction. The Contractor shall construct oil oulfalls first, then construct all drainage structures in on upstream direction so as to maintain drainage. AK. The time allowed for each phase of construction shall be kept to a minimum so that each phase of maintenance of traffic will be used for the shortest period of time. AL. Temporary pavement shall hove a paved asphalt surface. AM. Traffic conditions, accidents and other unforeseen emergency conditions may require the Engineer to restrict or remove lane closures or chonnelizations shown in the plans. The Contractor sholl respond and provide adjustments as directed by the Engineer without delay under these conditions. The Contractor shall also respond within the constraints outlined in the Standard Specifications upon nolific.tlon by the Engineer to any requests for correction, improvement. or modification to the traffic pion and / or devices. The cost for this service shall be included in the lump sum item for Maintenance of Traffic. AN. In accordance with House Bill 477, the Contractor shall notify all local law enforcement prior to a lone closure, which will exceed two hours. A0. All cast to maintain traffic not included specifically as a bid item shall be included in the lump sum price for Maintenance of Traffic. AP. When construction equipment is being driven or transported on the open travel lanes, the Contractor shall utilize Index 627. GENERAL NOTES FOR LIGHTING PLANS - FDOT 1. Spare conduit at pavement crossings shall be capped at both ends 2 Prior to any ulpment order, the Contractor shall submit for approval equipment specification or design data feqor all material proposed for the project, these must specifically include:, A) Luminaire photomelrlcs B) Pole strength calculations C) Pole frangibility test 0) Bolt specifications and ball circle diameter E) Pole shop drawings Seven (7) copies of shop drawings and design data for roadway lighting equipment shall be submitted to the Engineer or record in accordance with the specifications. 3. The locations of existing utilities, as shown on these plans, are approximate and based on the information furnished to the Engineer by the utility owner(s) end are shown as notice to the Contractor that underground utilities exist. The Contractor shall notify the utility company owner(s) for location and staking of underground facilities before excavating. 4. Florida Statute 553.851(1993) requires that before e-a-ting, notice be given to the utility owner(s) a minimum of two (2) days and a maximum of five (5) days, excluding Saturday, Sunday and legal holidays. Not all utility company members are members of "SUNSHINE" 1-800-432-4770. 5. The location of the poles, conductors, conduits, junction boxes and service poles are diagrammatic local conditions and existing utility locations. 6. No high most pole or service center may be shifted without prior approval (in writing) of Engineer of record. 7. All proposed high most lighting poles shall be installed and operational prior to removing any existing light poles, conduit, pull boxes, and conductors. Once Contractor has demonstrated proposed high most lighting installation is complete, re oval of lighting equipment specified In plans may proceed. (See Traffic Control Plan Phasing m, m for additional information.) 8. Submittal data shall include computer printout showing horizontal lux levels to be obtained using the submitted luminaires on this project. At final inspection, the Contractor shall verify the horizontal lux levels on the roadway with an approved currently calibrated light meter. 9. All electrical work shall meet all requirements of the latest editions of the National Electric Code, the National Electrical Safety Code, and the State of PII0Hop D.O.T. Standard Specifications for Road and Bridge Construction. All components shall be properly grounded and banded per N.E.C. Requirements. ORIGINAL RECEIVED NOV 3 02005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISIONS I BY I DATE PINELLAS COUNTY, FLORIDA Public Works A? rot, wa mxrt snn:e arxlwm I srer BELLEAIR POND REGIONAL STORMWATER TREATMENT FACILITY DATE: OCTOBER, 2004 GENERAL NOTES I P.LD. N0.: 001135 I SURVEY FILE NO.: ----- I SHEET 06 OF 8 : '"" I. SITE DESCRIPTION: a. CONSTRUCTION ACTIVITY: Constriction activities on this project consist of : Excavation of stormwater pond PROJECT LIMITS: 1.9 Acre site adjacent to South Fort Harrison Road PROJECT DESCRIPTION: Stormwater Treatment Facility b. MAJOR SOIL DISTURBING ACTIVITIES: Clearing, grubbing, excavation and grading activities for the construction of : Stormwater Pond c. TOTAL PROJECT AREA: 1.9 ACRES TOTAL AREA TO BE DISTURBED: 1.9 ACRES d. RUNOFF DATA Pre-Construction CN = 61 (or can use pre-dev. Q In cis) Post Construction CN = 90 (or can use post-dev. Q In cis) SOIL DATA See attached USDAlSCS soils map and legend or state soil types. e. DRAINAGE AREA : See attached drainage map or state drainage area in acres. f. RECEIVING WATERS The receiving body of water Is : Ballealr Creek g. WETLANDS AREAS Wetlands impacts are limited to : Surface water of 0.07 Ac. (Temp. Impact) II. CONTROLS e. SEQUENCE OF MAJOR ACTIVITIES 1. Install staked sit fence and turbidity barrier as shown on the E&S plan and construction drawing prior to start of construction activities. 2. Install stabilized construction entrance. 3. Stabilize, maintain, and replace E&S as directed by engineer. 4. Perform weekly Inspection of E&S and after every )¢" rainfall. 5. Remove all sediments that have migrated off site as directed by the Engineer. 6. When construction activity is complete and the site is stabilized, remove erosion protection devices and construction entrance as required. b. EROSION AND SEDIMENT CONTROLS CONSTRUCTION ACTIVITIES The contractor may be required to review the site specific erosion control plan. The contractor may also be required to modify the plan or materials to adapt to seasonal variations or site conditions. Contractor will comply with E&S plan. Any modifications to this plan must be signed by a Professional Engineer representing the contractor. Contractor shall remove all sediment that has migrated off-aft. The erosion control devices far these activities are specified In the plans and according to 'FOOT Standard Specifications for Road and Bridge Construction' 2000, Section 104. The Project Engineer is responsible for determining If additional controls are needed and deployment schedules for the implementation of all erosion control devices. The contractor will be responsible for constructing a 155c 305c 12" stabilized construction entrance constructed of non-tourous stone to dean the tires of vehicles that will be required to leave the project site, see detail of "Sall Treddnp Prevention Device Type A" FOOT Index 106. c. STABILIZATION PRACTICES: During construction the contractor Will provide stabilization for areas which have been cleared and not reworked within fourteen (14) calendar days. The contractor may utilize temporary seeding or temporary sodding in accordance with Section 575 of the "FDOT Standard Specification for Road and Bridge Construction' 2DD0. TEMPORARY SODDING TEMPORARY GRABBING PERMANENT SODDING OR SEEDING BUFFER ZONES PRESERVATION OF NATURAL RESOURCES d. STRUCTURAL PRACTICES: x SAND BAGGING x SILT FENCES x HAY BALES BERMS x DIVERSION, INTERCEPTOR, OR PERIMETER DITCHES PIPE SLOPE DRAINS FLUMES ROCK BEDDING AT CONSTRUCTION EXIT TIMBER BEDDING AT CONSTRUCTION EXIT DITCH LINER SEDIMENT TRAPS SEDIMENT BASINS STORM INLET SEDIMENT TRAP STONE OUTLET STRUCTURES CURBS AND GUTTERS STORM SEWERS VELOCITY CONTROL DEVICES x TURBIDITY BARRIER RIP RAP OTHER: e. DESCRIPTION OF STORM WATER MANAGEMENT: Stone water collection Will be provided for the urban roadway portion of this project Within the dosed collection and treatment system. The rural section will use the ehdsdng roadside swabs for conveyance and treatment Eventual outfell will be to: Bellsalr Creek. f. WASTE DISPOSAL: g. OFFSITE VEHICLE TRACKING, Stabilized construction entrances shall be provided to help reduce vehicle backing of sediments. The paved streets will be cleaned as directed by the construction Inspector and Engineer to remove any excess mud, dirt or rock tracked from the site. Dump trudcs hauling material from or to the site will be covered with a tarpaulin at all times. h. SANITARY WASTE: This project Is in an urban area. The contractor will provide appropriate portable sanitary devices. The contractor shall remove sanitary waste In accordance Wth'FDOT Standard Spec. For Road and Bridge Construction 2000" Section 7.5, and State and Local Regulations. i. HAZARDOUS WASTE: All hazardous waste materials, if encountered, will be disposed of in the manner specified by kcal or state regulations. The contractor Will be responsible for seeing these practices are followed. J. WATER QUALITY MONITORING (MIXING ZONES) The state water quality standard for construction activities prohibit a turbidity increase of greater then 29 ntu's above ambient Conditions at the compliance location of the mbdng zones. To maintain this standard, turbidly monitoring shall occur during all in-water construction activities at each compliance and backround station station. The following procedure shall be used: Frequency: Twice a day, at least 4 hours apart during actual construction operations. Locations: All stations shall be sampled at 2 feet above the bottom, mid-depth, and at the surface or as directed by permitting agendas. If water is lees than three feet deep, only mid-depth samples are required. Bad: 500 feet up-current from the construction activity and outside of any turbidly plume from the construction activity. Compliance : 300 feet down current from the construction activity within any visible turbidly plume or as directed by permitting agencies. Method: All samples shall be collected with a Kemmerer, Van Dom, or similar sampler which Is designed to collect in situ water samples. Reporting: All monitoring data shall be submitted Within one week of analysis with documents containing the following information: 1. Permit number 2. Dates of sampling and analysis 3. Location of sample (i.e., station and water column location 4. A statement describing the methods used In collection, handling, storage, and analysis of the samples 5. A map Indicating the sampling locations, and 6. A statement by the Individual responsible for Implementation of the sampling program Concerning the authenticity, precision, limits of detection and accuracy of data. Monitoring reports shall include Information on the general antecedent weather conditions. If monitoring reveals violations of the state water quality standard for turbidity, construction activities shall cease Immediately and not resume until corrective measures have been taken and turbidity has returned to acceptable levels. Any such occurrence shall also be Immediately reported to the regulatory agendas. In the event that state water quality standards are exceeded, the contractor shall implement a contingency plan which complies with the project SWFWMDIFDEP ERP and Pinellas County NPDES requirements at no additional cost to the County. The contractor shall provide litter control and collection within the project boundaries during construction activities. Any chemical containers shall be disposed of by the contractor according to EPA's standard practices as detailed by the manufacturer. No solid materials including building & construction materials shall be discharged to wetlands or buried on she. All waste material will be collected and stored In dumpelere per local solid waste regulations. All bash and construction debris from the site will be deposited in the dumpster. The dunpater Will be emptied a minimum of twice a week or more often If necessary, and the trash will be hauled to the appropriate county location for dumping. ORIGINAL RECEIVED NOV 3 0 2005 PLANNING DEPARTMENT CRY OF CLEARWATER REVISIONS BY I DATE PINELLAS COUNTY, FLORIDA Public Works «o our met w+mm a sirs BELLEAIR POND REGIONAL STORMWATER TREATMENT FACILITY DATE: SEPTEMBER, 2003 STORMWATER POLLUTION P,LD. N0.: 001195 PREVENTION PLAN SURVEY FEE NO. : SBEET 07 of 8 1'' -..„" k APPROVED STATE, LOCAL PLANS, OR STORM WATER PERMITS: a. GOOD HOUSEKEEPING d. SPILL CONTROL PRACTICES SWFWMD ERP No. 44028074.000 FDEP Genedc Permit CGP Project ID No. FLR10R832 III. MAINTENANCE ALL OF THE CONTROLS SHALL BE MAINTAINED AT ALL TIMES. The contractor shell be responsible for daily inspection and maintenance of all erosion control devices throughout the construction phase of the project Maintenance shall be In accordance with 'Pinellas County Public Works Standard Technical SpedBcations for Roadway and Related Construction, and the Project Construction Contract. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON-SITE DURING THE CONSTRUCTION PROJECT. Store only enough product required to do the job on site. AII materiels stored on she shall be stored In a neat, orderly manner In their original manufacturer's labeled containers under a roof or other contained enclosure. Substances shall not be mixed with one another unless recommended by the manufacturer. Whenever possible, all of a product shall be used before disposing of the container. Manufacturers recommendations for proper use and disposal shall be followed. The site superintendent shall Inspect dally to ensure proper use and disposal of materials on-site. b. HAZARDOUS PRODUCTS IV. INSPECTION The County Inspector shall be responsible for completing the Pinellas County Public Works NPDES! SWPPP Construction Inspection Report after any }'rainfall or weekly If no rain event occurred. It Is the Contractoria responsibility to maintain rein gauges on the project site and record weekly rein fall. County Inspector shall also complete the Pinellas County Public Works NPDES Compliance Checklist for Construction Sites. THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. Products will be kept In original containers unless they are not resselable. Secondary containment shall be provided for all opened containers. Original labels and material safely data shall be kept on-site on the construction office trailer. If surplus product must be disposed of, manufacturers or local state recommended methods of proper disposal shall be followed. The contractor must Identify a designated fuel tank storage area away from drainage structures, ponds, basins, and wetlands. V. NON-STORM WATER DISCHARGES It Is expected that the following non-storm water discharges will occur from the site during the construction period: `Water from water line flushing 'Pavement wash waters (where no spill or leaks of toxic or vehicle and hazardous materiels have occurred) 'Uncontaminated groundwater from dawatedng activities All non-storm water discharges will be directed to the sediment basin prior to discharge or as directed by the Engineer. If contaminated soil or groundwater Is encountered, the Engineer will be contacted. VI. MATERIAL MANAGEMENT PRACTICES The following are the material practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to storm water runoff. REVISIONS I s mvsr soar xa ----- BY DATE : i_...._...,. _._.. _. c. CONCRETE TRUCKS Contractor shall designate an area away from drainage structures, ponds, basins, and wetlands for discharge of surplus concrete or drum wash water and shall install a containment berm around this area to prevent runoff to the remainder of the site. Hard debris shall be disposed of by contractor upon completion of the project. PIMLLAS COUNTY, FLORIDA Pub,Uc Works BELLEAIR POND REGIONAL STORMWATER TREATMENT FACILITY In addition to the Good Housekeeping and Materials Management Practices discussed in the previous sections of this plan, the following practices will be followed for spill prevention and cleanup. Manufadurers'rceommended methods for spill cleanup will be dearly posted and site personnel will be made aware of the procedures and the location of the Information cleanup supplies. 'AII spills will be cleaned up Immediately after discovery 'The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent Injury from contact with a hazardous substance. 'Spills of toxic or hazardous material will be reported to the appropriate state or local government agency, regardless of the size. 'The spill prevention plan will be prepared by the contractor and kept In the construction office trailer and will include measures to prevent this type of spill from reoccurring and how to dean up the spill If there are others. A description of the spill, what caused It, and the cleanup measures will also be included. All spills and responses will be reported to the appropriate agency. 'The site superintendent will be the spill prevention and cleanup coordinator. He will designate other site personnel who will receive spill prevention and cleanup training. These Individuals will each become responsible for a particular phase of prevention and cleanup. The names of responsible spill personnel will be posted in the material storage area and In the office trailer on site. ORIGINAL RECEIVED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER STORMWATER POLLUTION PREVENTION PLAN DATE: MAY, 2004 r P.LD. Nit.: 001135 SURVEY FLEE NO. ----- e SHEET 08 OF 8 9 0 r pop 1 z /z8 /? 1