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FLD2011-02006, BCP2011-06190
o�C.Q1IV M 0 4:16 o �m � m A —a Z OD M �G D O O D 0 D C Cn m 0 N D D1 � W Z Q r- 0 O Return to: City of Clearwater Engineering Dept. PO Box 4748 Clearwater, FL 33757 PARKING EASEMENT KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2011161452 06/20/2011 at 09:10 AM OFF REC SK: 17280 PG: 330-335 DocType:EAS RECORDING: $52.50 j D DOC STAMP: $0.70 THIS PARKING EASEMENT (this "Parking Easement") is made and entered into on May 4, 2011, between CITY OF CLEARWATER, a municipal corporation ("City") and CLEARWATER MARINE AQUARIUM, INC., a Florida not for profit corporation ("CMA"), whose address: is 249 Windward Passage, Clearwater, FL 33767. WHEREAS, City conveyed to Clearwater Marine Science Center, Inc., now known as CMA, that certain parcel of land described in the Deed of Conveyance ("Deed") dated September 12, 1986, and recorded in Official Record Book 6319, Page 798, in the Public Records of Pinellas County, Florida (the "Records"), and further described in Exhibit A attached hereto and incorporated herein ("Property"); WHEREAS, pursuant to the Deed, the City reserved a portion of the Property for a non-exclusive easement for sidewalk, drainage, utilities and access and for the parking of not more than twenty-two (22) motor vehicles ("Easement Area"); WHEREAS, upon request of CMA, City partially vacated the Easement Area on May 19, 2011, pgrsuant to City Ordinance 8259-11, which vacation was approved to facilitate implementation of the site plan submitted in connection with City Flexible Development case number FLD2011-02006 approved on May L7, 2011 ("Site Plan"), a copy of which is attached hereto and incorporated herein as Exhibit "B"; and WHEREAS, the vacation was conditional upon the recording of this easement after the issuance of a Development Order in case FLD2011-02006 which includes the replacement of those parking spaces impacted by the partial vacation of the Easement Area; and WHEREAS, CMA agrees to provide a total of twenty-four parking spaces on. the Property for the exclusive use and benefit of the users of the adjacent, city -owned boat slips ("Marina Parking Users"). NOW, THEREFORE, in consideration of the mutual covenants herein set forth, the parties hereto agree as follows: 1. Recitals. The recitals above are true and correct and hereto incorporated in this Parking Easement. 2. Parking Reservation. CMA grants an easement to the City for .a total of twenty-four parking spaces on the Property, as depicted on the Site Plan and identified thereon as "Reserved for Municipal Slip Usage" ("Marina Spaces"). 3. Use. CMA agrees that all Marina Spaces shall be (i) identified as Marina Spaces, (ii) available for 24-hour access by the Marina Spaces users, and (iii) free to Marina Spaces users, 4. Site Plan Modification. In the event the City approves an amendment to the Site Plan pursuant to the City's Land Development Code ("Code"), results in a an, of Marina Spaces, this Parking Easement may be amended upon CMA's application to the City Council to incorporate a revised site plan ("Revised Site Plan") into this Parking Easement. 5. Effective Date. This Parking Easement shall be effective on the date of the recording of this Parking Easement in the Public Records. This Parking Easement shall not be recorded without the subordination of the existing mortgage to this Parking Easement as evidenced by the consent and joinder attached hereto and the approval of FLD2011-02006. #558911 v1 — CMA/parking easement 6. Bindinq Effect. The benefits and burdens of this Parking Easement shall run with the Property and shall bind the owners thereof, and their respective heirs, successors in title, legal representatives and assigns. 7. General Provisions. Except as specifically modified herein, the Deed and all of the reservations, restrictions, and terms and provisions therein shall remain in full force and effect. This Parking Easement may not be modified in any respect whatsoever or rescinded, in whole or in part, except as identified herein, without the written consent of the parties and recorded in the Public Records of Pinellas County, Florida. 8. Entire Agreement and Modifications. This Parking Easement constitutes the entire understanding and agreement between the parties and shall not be changed, altered or modified, except by an instrument in writing signed by the party against whom enforcement of such change would be sought. In the event any terms or provision of this Parking Easement would be determined by competent judicial authority to be illegal or otherwise invalid, such provision shall be given its nearest legal meaning or shall be construed as being in full force and. effect. 9. Governing Law. The law of the State of Florida shall govern the validity, enforcement and interpretation of this contract and the parties agree that venue for any action arising hereunder or with respect to the rights granted hereunder shall lie in Pinellas County, Florida. 10. Severability. A determination that any provision of this Parking Easement is unenforceable or invalid shall not affect the enforceability or validity of any other provision, and any determination that the application of any provision of this Parking Easement to any person or circumstance is illegal or unenforceable shall not affect the enforceability or validity of such provision as it may apply to any other persons or circumstances IN WITNESS WHEREOF, the parties hereto have executed and affixed their official seals to this agreement on the day and year first above written. Witnesses: Printed Name: j/lie— e -A),5 Printed Name:' By: William B. Horne II, City Manager Attest: CLEARWATER MARINE AQUARIUM, INC. By: Prank DarWe Its: Executive Vice President CITY OF CLEARWATER, FLORIDA Countersigned: f Frank . H' bard, ayor Camilo A. Soto Assistant City Attorney 2 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 5' -day of �t 2011, by Frank Dame as Executive Vice President of CLEARWATER MARINE AQUARIUM, INC., Florida non- profit corporation, o behalf of the corporation. He is _ personally known to me or has produced Fla, dYt' VP.r' � j/C, 0506 identification. g. Ntiry Pu is Print Na �T� +7+�®5r� 7 -NE E. SEARS Commission # DD 907040 STATE OF FLORIDA Expires September 2, 2013 COUNTY OF PINELLAS " 6oeWTWTmyF4nkwwaro WV5-7o1s The foregoing instrument was acknowledged before me this Iaday of 2011, by WILLIAM B. HORNE, il, as City Manager of the City of Clearwater, Florida, who is ✓ per onally known to me or who _ produced as identification. AnneMade V'i"^ NWPub Print Name: EXPIRES: +F41tiYF��y. A➢IIeMail.e Wllls =ro N°COMMISSION#DD841107 ` EXPIRES: NOK 24,2012 " n WINW AARONNOURYmm 3 CONSENT & JOINDER The undersigned Mortgagee, owner and holder of an equitable interest in the real property described herein by virtue of that certain Mortgage and other instruments of security dated December 1, 2010 as recorded in O. R. Book 17129, Page 1391 of the public records of Pinellas County, Florida does hereby join with Grantor and consents, subject to the terms of this Consent & Joinder, to the grant of easements as conveyed in the herein described Parking Easement as same shall encumber a part of the Property more specifically described in Exhibit "A" attached hereto and made part hereof, and does hereby subordinate, subject to the terms of this Consent & Joinder, all of its right, title, interest and claim in the aforementioned lien to the easement rights Grantor has conveyed in the herein described Parking Easement (collectively the "Consent and Subordination"). The Consent and Subordination shall only become effective upon the non -voidable vacation pursuant to City Ordinance No. 8259-11of the Easement Area as provided in the Site Plan attached as Exhibit "B" to the Parking Easement. Additionally, the Grantor and the undersigned Mortgagee must consent to any Revised Site Plan described in Section 4 of the Parking Easement or any other amendment to the Parking Easement in order for the Consent and Subordination to be applicable to such Revised Site Plan or amendment to Parking Easement. Signed, sealed and delivered Branch Banking and Trust Company, In h presence of. a North Carolina corpora By: Wit ess signature Print Name 1',:Z G Its: Print V1lifne$sAnar* ..i 0') Cv,-56- Print Witness name STATE OF COUNTY OF l3. The foregoing instrument was acknowledged befor me this . day of 2011 by \a, as it�c �� _s �r.-...-T" of Branch Banking and Trust Company, a North Carolina corporation, mortgagee in the above-described lien, whom, being duly authorized, personally executed this instrument on behalf of said bank corporation, and who acknowledged the execution thereof to be a free act and deed for the uses and purposes therein expressed, and who [ ] is personally known to me, or who [ ] did provide as identification. - /—. My Commission Expires: Notary Public — State of North Prolina ►� VICTORIA L. BRAT Type/Print Name Notary Public • Stae of Florldai MY Comm. Expim Nov 18, 2012 Comm"lon # OD 8385415 Mgiond ltot" Atop. CHAR2\1322212v2 EXHIBIT "A" Parcel described in deed recorded. in O.R. Book 6319, Page 799, Public Records of Pinellas County, Florida: From the Southwesterly corner of Tract A of U -nit 2, Island Estates of Clearwater (Plat Book 47, pages 19A and 20, Public Records of Pinellas County, Florida), run N. 49°23'41" W., along the Northerly right-of-way line of Clearwater Causeway, 575,00 feet for a Point of Beginning; thence continue N.49°23'41" W. along same line, 482.00 feet; thence run S. 40°36'19" W. 147.50 feet along the outer face of a seawall; thence 94.26 feet along a curve to the left, along said face, Radius 60.000 feet, internal angle 90000'00", thence S. 49°23'41" E. 362.00 feet along said face; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet; internal angle 90000'00'; thence N. 40°36'19" E. 147.50 feet to the Point of Beginning; and Parcels described in deeds recorded in O.R. Book 10500, Page 335 and O.R. gook 171 n i Pana 1760 Public Records of Pinellas County, Florida: Lots 5, 6, 7 and 8, and the West 50 feet of Lots 1 and 4, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER, according to the Plat thereof as recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. #565696 v1 r LETTER OF TRANSMITTAL Date: February 01, 2011 To: City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 Attn: Reference: NES #: We Transmit: () Enclosed () Mail () Pick-up Sherry Watkins Clearwater Marine Aquarium 1031 () UPS Overnight O Courier (X) Hand Delivered O Per Your Request O For Your R6iew & Comment (X) For Your Use () For Your Approval () For Your Files () For Your Information LII Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration (X) Originals (X) Prints () Addendum () Shop Drawings () Specifications (X) Applications () Floppy Disk Please feel free to contact me if you have questions or require additional information,,,... RECEND Copies To: File 1031 FEB 01 2" epee Ruggiero, Seni o' t Planner fd"ING DEPARTMEi,- CITY OF CLEA PV/ATr-: 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 Copies Date Description 12 Flex. Dev. — Comp -Infill Application w/ Ltr of Authorization, Deeds and Legal Description 12 Narrative to FLD — Comp -Infill Application 12 Civil Plan Set including Landscaping (24" x 36") (Signed& Sealed) (14 Sheets Each) 12 Surveys (24" x 36") (1 Signed & Sealed) 12 Reduced Civil Staking/Site Plan (8 1/2" x 11 ") 12 Reduced Color Landscape Plan (8 1/2" x 11") 3 Traffic Impact Study 3 Stormwater Report (Signed & Sealed) 3 Vault Justification Narrative 12 Architectural Plans (24" x 36") Including Floor Plans and Elevations 12 Reduced Architectural Plan (8 1/2" x 11") Including Floor Plans, Elevations and Colors Please feel free to contact me if you have questions or require additional information,,,... RECEND Copies To: File 1031 FEB 01 2" epee Ruggiero, Seni o' t Planner fd"ING DEPARTMEi,- CITY OF CLEA PV/ATr-: 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 PLANNING & DEVELOPMENT CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 May 17, 2011 Housh Ghovaee Northside Engineering Services, Inc. 300 S. Belcher Road Clearwater, FL 33765 RE: Development Order Case No. FLD2011-02006 249 Windward Passage Dear Mr. Ghovaee: This letter constitutes a Development Order pursuant to Section 4-206.D.6., Community Development Code. On May 17, 2011, the Community Development Board (CDB) reviewed your request for Flexible Development approval to permit the expansion of the Clearwater Marine Aquarium within the Commercial (C) District with a lot area of 197,167 square feet (4.526 acres), a lot width of 546.3 feet, a front (north) setback of 15 feet (to building/pavement), rear (south) setbacks of 12 feet (to building) and zero feet (to marina promenade), side (east) setbacks of 272 feet (to building) and 10 feet (to pavement), a side (west) setback of 10 feet (to building), and side (north) setbacks of 30 feet (to building) and 10 feet (to pavement), a building height of 42.33 feet, and 323 off-street parking spaces as a Comprehensive Infill Redevelopment Project pursuant to Community Development Code Section 2-704.C. along with a reduction to the perimeter buffer requirement along the south property lines from 15 feet to zero feet, and a reduction from the required number of trees within interior landscape islands from 34 to 27 as a Comprehensive Landscape Program pursuant to Community Development Code Section 3-1202.G., with a two- year Development Order. The CDB APPROVED the application with the following Findings of Fact and Conclusions of Law, and Conditions of Approval: Findings of Fact: 1. The 4.52 -acre subject property is located on the south side of Windward Passage approximately 210 feet west of Island Way; 2. The subject property is zoned Commercial (C) District with an underlying future land use plan designation of Commercial General (CG),- 3. CG);3. The subject property has approximately 416.12 feet of frontage along Windward Passage; 4. The building setbacks are 15 feet (front), 12 feet (rear), 272 feet, 10 feet and 30.6 feet (side); May 17, 2011 Ghovaee — Page 2 5. The pavement setbacks are 15 feet (front), zero feet (rear), and 10 feet (sides); 6. The height of the sun shade for the outdoor stadium/tank area is 42.33 feet, the principal aquarium building is 22.5 feet, and the parking garage is 31.5 feet; 7. Based upon discussions with the applicant and the City's Traffic Engineering staff, as well as in reviewing comparable land uses in the ITE Manual, the off-street parking requirement for the development proposal has been determined to be 309 parking spaces and 323 parking spaces are proposed; and 8. The development proposal will be compatible with the surrounding area. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2-701.1 and 2- 704, Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria set forth in Section 2- 704.C., Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-914.A., Community Development Code; and 4. That the development proposal is consistent with the Comprehensive Landscape Program criteria as per Section 3-1202.G., Community Development Code. Conditions of Approval: 1. That any outstanding comments from the Engineering Department, Fire Department and Parks and Recreation Department be addressed prior to the issuance of any building pen -nits or issuance of a Certificate of Completion/Occupancy, as applicable; 2. That the hours of operation and live presentation schedule remain generally consistent with those times provided to staff by the applicant, and that any substantial variation to those times require the approval of the Community Development Board; 3. That a decorative metal trim (although a different metal from the railings) be provided on the cap of the fenestrated garage walls and stair towers; 4. That the fenestrated garage walls be textured differently from the balance of the garage exterior; 5. That an awning be added at the vehicular entry into the parking garage (east elevation) as well as on the third level of the two fenestrated walls on the north elevation. The awnings must be canvas, aluminum or another material acceptable to the Planning and Development Department other than plastic, be of an adequate dimension to be of meaningful aesthetic value, and be of a color compatible with the chosen color palette; 6. That the center section of open parking deck on the west elevation be modified to provide architectural diversity to the elevation through the utilization/installation of a living wall or green wall; 7. That all utilities serving this building be relocated underground on-site in compliance with the requirement of CDC Section 3-912; 8. That all lighting must be automatically controlled so that it is turned off when the business is closed in compliance with the requirement of CDC Section 3-1202.G.2; 9. That, pursuant to CDC Section 3-1402.I.3, lighting levels in the parking garage shall meet or exceed the current minimum Illuminating Engineering Society (IES) standards, and that evidence depicting said compliance shall be provided prior to the issuance of any building permits for the parking garage; May 17, 2011 Ghovaee — Page 3 10. That, pursuant to a written statement provided by the applicants representatives, only low- level amplification be utilized during presentations, and that any amplified sound meet the requirements of any applicable Code requirement; 11. That, pursuant to a written statement provided by the applicants representatives, the parking garage shall be equipped with anus/gates to secure the parking garage when the aquarium is closed, and that details of the arms/gates be provided to and approved by the Planning and Development Department prior to the issuance of any building pennits; 12. That the site and landscape plans be modified to provide for a pedestrian access between the western edge of the "T" turnaround, the door at the northwest corner of the aquarium building, and the promenade; 13. That the exterior of the dumpster enclosure must be consistent with the exterior materials and colors of the buildings; and 14. That, prior to the issuance of any building permits, the Parking Easement granting an easement from the Clearwater Marine Aquarium to the City for a total of twenty-four off- street parking spaces on the subject property as depicted and identified on the site plan as "Reserved for Municipal Slip Usage" ("Marina Spaces") is recorded in the Public Records. An appeal of a Level Two (Flexible Development) approval may be initiated pursuant to Section 4-502.B., Community Development Code, by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on May 31, 2011 (14 days from the date of the CDB meeting). The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when anIving for any permits or licenses that require this prior development approval. Pursuant to Section 4-407, Community Development Code, an application for a building permit or other approvals shall be made within two years of the date of Flexible Development approval (May 17, 2013). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. Should you have any questions, please contact Robert G. Tefft, Development Review Manager, at (727) 562-4539 or via email at robert.tefftgmyclearwater.com. Sincerely, Michael elk, ICP Planning and Development Director S: (Planning DeparttnentlC D BIFLEX (FLD)Ibtactive or Finished ApplicationslWinrlward Passage 249 Clearwater Marine Aq«arhan (C) 2011.05 - Approved - R71Development Order 2011 05-17.docx Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transportation • Permitting ICOT Center 13825 [COT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 April 4, 2011 Via -Hand delivery Mr. Robert Tefft, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, F133756 Re: Clearwater Marine Aquarium — REVISED Narrative Summary for Comprehensive Infill Dear Mr. Tefft: Please find enclosed fifteen (15) copies of the Narrative Summary for the above - referenced property. This narrative was revised to include further clarification as requested subsequent to the DRC meeting. Per our meeting held April 1, 2011 we trust these responses provide the necessary clarifications. We look forward to the CDB hearing on April 19, 2011. Please call me if you have any questions. Sincere j Robert Pergolizzi, TP ORIGINAL Principal RECEIVED Cc: Joe Burdette Al-"' ' 0'2011 Katie Cole PLANNING DEPARTMENT Renee Ruggiero CITY OF CLEARWATER 11-005 CLEARWATER MARINE AQUARIUM NARRATIVE General Applicability Criteria 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The aquarium has been a landmark at this location for approximately 33 years and has long been a good neighbor to the residents of Island Estates, the surrounding business owners and the community as a whole. The Aquarium is a redeveloped City water treatment plant. The proposed improvements seek to upgrade the facility, provide resources for heightened animal care, and response to increased public attendance due to the opening of the movie "Winter." The character of adjacent properties are mixed with residential townhomes to the west, a commercial parcel with a commercial building in the shape of an "outparcel" to the subject property, Residences at Windward Passage condominium to the north, as well as commercial retail closer to Island Way, and the Island Way Grill restaurant to the east. The area on which the aquarium facility is located is on a semi -circular shape which extends southerly into the water. The portions of the subject property adjacent to the neighboring parcels will be occupied by surface parking and the parking garage. The garage and surface parking lot are located to be convenient to the street so visitors can park quickly and efficiently. The parking garage provides a buffer to the viewing area from the street and the townhomes on the north side of Windward Passage. Island Estates is a mixture of residential, office and commercial parcels with varying heights as can be viewed across the causeway. The proposed height of the parking garage is 22 - feet 6 -inches from Base Flood Elevation (BFE) to the parking deck, and 31 -feet 6 -inches to the top of the parapet walls. This is actually 37 -feet 6 -inches above grade level and is reasonable as adjoining residential parcels would be allowed heights of up to 50' from BFE and 56 -feet from grade level (through residential infill approval). The outdoor bleacher seating and its associated sunshade is located closest to the aquarium's proposed parking garage and is primarily shielded from view by the parking garage to minimize the impact to the nearby residential uses on the north side of Windward Passage. The restaurant to the east of the Aquarium will be buffered from the Aquarium by the proposed surface parking. With a proposed FAR of 0.26, as opposed to a maximum FAR of 0.55 permitted in a "C" zone with underlying "CG" land use, the property is much less intense than permitted. The original use of the building as a City Water Treatment Plant is still somewhat evident from the existing architecture of the exterior of the building. As shown on the architectural plans, the proposed improvements to the exterior will provide a more harmonious existence with the adjacent and surrounding properties. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value t�R �eoof. NAL RECEIVED A7? 0 ., 2011 Page 1 of 10 PLANNING DEPARTMENT CITY OF CLEARWATER The adjacent properties are currently developed. The proposed improvements will not discourage the appropriate development and use of the adjacent land and buildings, which are already developed, and the value of adjacent and surrounding properties will not be compromised. The adjacent parcels have a Commercial zoning (C) category and a land use category of Commercial General (CG) and therefore can be development up to 50 ft. in height above BFE (greater than the proposed height of the bleachers sunshade). These properties can be developed with an FAR of 0.55 (significantly greater than the proposed 0.26 FAR). Properties across the Windward Passage right of way have a Residential Medium (RM) land use category and Medium Density Residential (MDR) zoning and can be development with up to 15 units per acre or an FAR of 0.50 and height of 30-50 feet. Adjacent and neighborhood parcels will be enhanced by the proposed upgrading of this facility in a number of ways, including: A. Lush landscaping is included in the redevelopment proposal that will visually enhance the neighborhood and the waterfront. B. New construction will meet current building codes and provide improved accessibility for those with disabilities and safety during storm events C. The proposed parking area and garage will have adequate stacking space and loading areas to eliminate traffic congestion on Windward Passage; accommodate staff and visitors to the aquarium; and provide parking areas for bus parking. D. The visitors of the aquarium will also provide support to the surrounding restaurants and retail businesses. E. The incorporation of the public pedestrian promenade around the site will enhance the waterfront and the neighborhood, providing waterfront access to adjacent properties. F. The Clearwater Marine Aquarium has long been a significant economic contributor to the City's economic base by diversifying the local economy and by creating jobs; 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The aquarium has existed in this location for approximately 33 years and none of the planned improvements will change the use or operation of the facility in a manner that will adversely affect the health or safety of persons residing or working in the neighborhood. The proposed use is not problematic and does not impact the health of residents or visitors as it has coexisted in the neighborhood for years. The proposed parking on the site, including adequate loading area, will minimize traffic congestion on Windward Passage and not adversely affect the safety of neighboring residents. The detailed traffic analysis conducted for both weekdays and weekend traffic conditions confirmed LOS C or better operations for area intersections and roadways, and specifically noted minimal delays for motorists along Windward Passage. The promenade area leading to the city's docks will be lit making passage around the Aquarium safer. The proposed improvements to the building and site will comply as required with all applicable codes including the Florida Building Code, the Life Safety Code and the Florida Fire Prevention Code. ORIGK4L RECEIVED A71 0 `1 2011 Page 2 of 10 P6AMING DEPARTMENT CITY OF CLEARWATER 4. The proposed development is designed to minimize traffic congestion. The Applicant has included in this submittal a traffic assessment prepared by Gulf Coast Consulting, Inc. which determines that traffic impacts as a result of the proposed redevelopment will be minimal and further that nearby intersections and adjacent roadways will continue to operate at acceptable levels of service after the proposed improvements are completed. Special consideration has been given to the on site stacking ability to allow ample room for queuing and to not create a back up of traffic on to Windward Passage. Adequate parking will insure that guests to the aquarium will easily and quickly locate a parking space allowing for a smooth flow of traffic off of Windward Pasage. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character of Island Estates is an island of mixed uses, ranging from retail to residential. As the Aquarium has been at this location for over 30 years it has become a part of the community character of Island Estates. The industrial -like look of the existing facility, although consistent with the boat repair and sales uses nearby, will be upgraded and modernized, more reflective of the nearby residential and restaurant uses. The proposed comprehensive infill redevelopment project does not represent a "new" project or a "new" use for the land but makes improvements to the existing facility which will visually enhance the 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 existing development and proposed re -use of the site will not cause adverse effects on adjacent properties. The proposed redevelopment project will improve the visual appeal of the property as seen from the properties on Island Estates and from the Memorial Causeway. The architectural design of the project is appropriate and appealing. The outdoor viewing area and bleacher seating is located on the southern corner of the property, behind the proposed parking garage. Educational presentations in the outdoor area will be during Aquarium hours. Currently, these presentations/shows do not occur later than 6:00 PM except for on Friday and Saturday evenings when the presentations begin at 6:30 PM. The bleachers will be oriented towards the southeast away from the residential area to the north of Windward Passage. In addition, the proposed parking garage will shield spectator noise from the bleachers. The architectural components of the sunshade over the outdoor area will protect sound from penetrating the residential areas to the north of the site. Any amplified sound will comply with the provisions of sec. 3- 1508 of the Community Development Code. The presentations will not extend beyond 7 PM on Friday and Saturday evenings. Live presentations currently are limited between the hours of 10 AM. and 4 PM during the week, with the last Friday/Saturday presentation at 6:30 PM. It is not anted that show times or Aquarium hours will dramatically change as a result of this qpwr Please see attached letter from CMA A?`R 0, 2011 PLAN14ING DEPARTMENT Page 3 of 10 CITY OF CLEARWATER The hours of operation are primarily daylight and will remain the same: Monday - Thursday from 9 AM to 5 PM, Friday - Saturday 9 AM to 7 PM and Sunday 10 AM - 5 PM. The general operation of the facility will remain much the same as today so as not to impose any adverse effects. The placement of activities and proposed structures, together with the architectural and site design minimize impacts on adjacent properties. ®RIGINAI. RECEIVED AM 01%` 2011 PLANNING DEPARTMENT Page 4 of 10 CITY OF CLEARWATER COMPREHENSIVE INFILL REDEVELOPMENT Project Criteria 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. The deviations proposed below are necessary and minimal to provide the proposed improvements to this highly visible waterfront site. Certain deviations are necessary to meet the special laws and regulations associated with the marine aquatic life as the Aquarium strives to be accredited by the Association of Zoos and Aquariums. A copy of the AZA standards were included with a previous submittal. Additionally, the deviations improve accessibility to the waterfront for all including those with disabilities and to provide appropriate parking and vehicular accessibility. The Applicant has assembled land when possible to better meet the needs of the facility; however the land assembled is irregularly shaped which presents challenges to redevelopment and improvements in accordance with Code requirements. Height The Commercial District allows flexible height of between 25'-50'; the proposed garage and shade structure are within the allowable limits of the flexible standards. The proposed three story garage is appropriate for area; the height of the proposed shade structure is the minimum necessary to accomplish the shade required for the marine life. The shade structure has been specifically located to the rear of the site as far as possible from the residential uses on the north side of Windward Passage and is oriented toward the adjacent commercial restaurant site. Setbacks The Commercial District allows flexible setbacks for front yards of between 15'- 25'; the proposed garage is within the allowable limits of the flexible standards and is proposed at a 15' front setback at the northwest corner and over 25' setback at the northeast corner. Pavement is proposed at a 15' front setback leaving generous area for landscape treatment and required buffers. Side yard flexibility of between 0'-10' is allowed, the proposed 10' side setback of the garage structure is within the allowable limits of the flexible standard and will allow more than sufficient room for the required 5' landscape buffers. Pavement is proposed at a minimum of 5' along the side yards providing area to address the required 5' landscape buffers. Because the District's maximum flexibility of rear yard setbacks allows between 10'-20" the Applicant seeks approval through the Comprehensive Infill process. The proposed setbacks associated with the building, pools and proposed wall/fence are all within the flexible standards however the promenade would need to be located a minimum of 10' from the seawall to meet the allowable flexible standards. The proposed setbacks associated with the buildings, parking area ®MM RECEIVED Page 5 of 10 PLAN IN T)FPAWTMrN'1 M and pools are all within the flexible standards which would not require Comprehensive Infill approval. The use of the site as a marine aquarium beckons for direct access to the waterfront for the visitors of the Clearwater Marine Aquarium. Neither visibility nor use of land will be impeded on surrounding properties due to the proposed on grade promenade. This is a fantastic amenity! Buffer Wall The Applicant requests a 8' high buffer wall along the western property line adjacent to waterfront and along a portion of the southern property line adjacent to the waterfront to encompass the outdoor rehabilitation tanks located on the west side of the building. The AZA rules and regulations discussed above and previously provided to city staff requires a secure area and minimum heights for walls and fences. Two -Fear Development Order The Applicant requests a two-year development order to allow some latitude to complete construction if necessary for the Non Profit organization. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this code, and with the intent and purpose of this zoning district. The redevelopment will preserve a viable tourist/recreational use which contributes to the city economy; recreational uses are allowed in the "Commercial General" land use category and are consistent with the goals of the Comprehensive plan. Tourism is the major industry in the city and the commercial district is intended to provide access to goods and services in the community without adversely impacting the integrity of residential neighborhoods. The aquarium is not adversely impacting the integrity of the townhome complex north of Windward Passage as it is separated by an 80 -foot right-of-way from this residential area. In addition the extensive landscape buffer and the location of the parking garage provide a large buffer from the proposed bleacher seating area. The availability of tourist activities is integral to the community - both locally to Clearwater Beach and the broad Clearwater community. Additionally, the application is consistent with the City's comprehensive plan as the redevelopment provides access to the public boat slips adjacent to the Aquarium property and provides access to tourism activities and educational opportunities. Applicable Comprehensive Plan Goals/Policies/Objectives include: A.6.6 Objective - Tourism is a substantial element of the City's economic base and as such the City shall continue to support the maintenance and enhancement of this important economic sector. A.6.7 Objective - Redevelopment activities shall be sensitive to the city's wategnd promote appropriate public access to the city's waterfront resources. RECEIVED APR 0� 2011 Page 6 of 10 PL6MING DEPARTMENT CITY OF CLERRWATER The Aquarium itself is identified as a major activity center in the comprehensive plan and this renovation will allow it to accommodate the visitors expected to enjoy this facility. The new entrance lobby and expanded gift shop provide a much more defined entrance feature than what currently exists and will allow visitors to obtain a souvenir of their visit to the aquarium. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The proposed project is compatible with the neighborhood, as is more particularly discussed in General Applicability Criteria 1 and Comprehensive Infill Criteria 4 below, and will not impede other development. The proposed improvements will benefit the community as a whole and specifically this district. The improvements are limited to the Aquarium property, do not impact the traffic flow, and the major setback relief is limited to the waterfront portion of the site. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The adjoining properties will not suffer substantial detriment as a result of this proposal; the proposed renovation/improvements will improve the subject property by upgrading the look of the now institutional looking property, increasing the capacity for the facility to withstand storms as the new portions will be constructed to current building codes, and generally upgrading a tired site. These upgrades should not negatively impact adjoining properties. The site will be in harmony with the surrounding community in much the same manner as in the past 33 years, however, the proposed parking, access; landscape improvements and renovations to the building will improve the operation of the facility and its appearance. The building will no longer reflect its previous life as a water treatment facility and the upgrades will provide improved benefits to the community. The proposed bleacher seating is oriented away from the residential area that is north of Windward Passage which minimizes impact to adjoining properties. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor d. The proposed use provides for the provision of affordable housiMRiG NAL RECEWED AN Page 7 of 10 RW41NG DEPARTMEW CITY OF CLEARWATER e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in spot land use or zoning designation; f. The proposed use provides for the development of a new and/or preservation of a working waterfront use The development proposal represents an expansion and redevelopment of the Clearwater Aquarium, which is an existing economic contributor to the City and identified in the comprehensive plan as a activity center. Most recently, a major motion picture based on Winter the dolphin was filmed at the Aquarium and at other locations in the City. Tourism is the top industry in the city and the Aquarium not only provides a resource to tourists but with the debut of the movie will become an attractor in itself. 6. Flexibility with regard to use, lot width, required setbacks, height, and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; The proposed and existing use of the site as a recreational use is permitted in the Commercial General (CG) land use category. The Aquarium has coexisted with surrounding properties for over 33 years and has not impeded residential or commercial development in the area. The redevelopment of the Aquarium and the proposed bleacher seating should create a more attractive site and therefore will not impede the normal and orderly development of surrounding properties, particularly since the bleachers are oriented away from the residential area that is north of Windward Passage. b. The proposed development complies with applicable design guidelines adopted by the City; No specific design guidelines are adopted for this area of the City. c. The design, scale, and intensity of the proposed development supports the established or emerging character of an area; The area is comprised of varying uses, designs, scale and intensity; the proposed improvements will be compatible with the character of the area. There is no true "pattern" or "theme" of development. Designs range from coastal (Island Way Grill), Mediterranean (residential), and waterfront industrial -like designs (marine uses and two- story office complex). The addition of the bleacher viewing area will not be out of character with the area since the bleachers will be primarily shielded from the residential area by the parking garage and will be oriented away from the residential area north of Windward Passage. Please see Comp. Infill Criteria 4 for additional discussion of compatibility with the neighborhood. 0R*I NAL RECEIVED R' 04 2B11 Page 8 of 10 PLAMNINO DEPARTMEM CITY OF CLEARWATER d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: Changes in horizontal building planes Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc. Variety of materials and colors Distinctive fenestration patterns Building stepbacks; and Distinctive roof forms The proposed development utilizes massing of elements, fenestrations, colors and textures to minimize the scale of the structure and provide an attractive appearance. While the project makes a visual and bold statement from public areas like the causeway, it also has a toned down, secure and quiet atmosphere for neighboring residents. Architectural elements such as massing walls are used to obstruct direct vision of vehicular parking while maintaining an open natural cross ventilation system. Plush landscaping will be placed along the entire facade to soften the appearance of a hard exterior on the new structure. Colors play an important role characterizing the structures and portraying the excitement that has become part of the project as well as the community. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: changes in horizontal building planes; use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc; distinctive fenestration patters; building stepbacks; and distinctive roof forms. The proposed development utilizes a number of design elements in order to form a cohesive, visually interesting and attractive appearance. Each structure uses changes in horizontal building planes which is visible at the main structure entrance and stadium. Architectural columns, pilasters, porticos, and railings add interest on both structures which can be seen at the parking garage corners and decks surrounding the show tanks. The incorporation of a variety of materials and landscaping at both structures adds visual interest. Each structure's fenestration patterns are repetitive and rectilinear making it distinctive from surrounding projects and giving the project its own identity. Each structure has unique roof forms which will set it apart from the surrounding areas and make it a visual landmark to visitors. These elements make the aquarium unique, visually interesting, and distinctive from surrounding areas. e. The proposed development provides for appropriate buffers, enhances landscape design and appropriate distances between buildings. The proposed buffers and setbacks will provide appropriate buffers and distances between buildings; the proposed landscape buffers will meet or exceed the dimensional requirement of the code and will be professionally designed to offer a lush tropical ORIGINAL RECEIVED Page 9 of 10 R 04 2011 KWWING DEPARTMENT appearance. This redevelopment proposal includes the addition of new large landscape areas not currently present on the site. The Applicant has simultaneously submitted a comprehensive landscape application with this application. The proposed development provides buffers within the development itself and between the development and the adjacent properties. The current site includes little to no landscaping and the addition of a proposed 15 -foot landscape buffer on the north side of the property not only exceeds requirements but is situated to enhance the appearance from the residential properties on the north side of Windward Passage. ORIGINAL RECENED APR PLAMING DEPARTMENT CVVY OF CLE WATER Page 10 of 10 Norlhs).de ��.rr LETTER OF TRANSMITTAL Date: To: Attn: Reference: NES #: We Transmit: () Enclosed () Mail () Pick-up March 14, 2011 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 Sherry Watkins Clearwater Marine Aquarium 1031 () UPS Overnight () Courier (X) Hand Delivered () Per Your Request () For Your Review & Comment (X) For Your Use () For Your Approval () For Your Files () For Your Information Civil Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration (X) Originals (X) Prints () Addendum () Shop Drawings O Specifications (X) Applications () Floppy Disk Please feel free to contact me if ou have questions or re ditional information. Copies To: File 1031 Renee Ruggiero, Senior Project la er Original Receivec 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 MAR 14 2011 Planning & Development Copies Date Description 15 Written Response to Comment 15 Flex. Dev. — Comp -Infill Application w/ Ltr of Authorization, Deeds and Legal Description 15 Narrative to FLD — Com -Infill Application 15 Civil Plan Set including Landscaping (24" x 36") (Signed& Sealed) (16 Sheets Each) 15 Surveys (24" x 36") 15 Reduced, Civil Staking/Site Plan (8'/2" x 11") 15 Reduced Color Landscape Plan (8 ''/z" x 11 ") 3 Vault Maintenance & Operation Agreement 3 Vault Buoyancy Calculations (signed & sealed) 3 Stormwater Report (signed & sealed) Please feel free to contact me if ou have questions or re ditional information. Copies To: File 1031 Renee Ruggiero, Senior Project la er Original Receivec 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 MAR 14 2011 Planning & Development Northsmde March 1, 2011 City of Clearwater 100 S. Myrtle Avenue Clearwater, FL 33755 RE: Clearwater Marine Aquarium FLD2011-02006 249 Windward Passage Dear Sir/Madam: Below please find our responses to comments associated with the civil site plan: ENGINEERING REVIEW: Prior to review by the Community Development Board: Civil Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration 1. Explain how the construction of walls, aquatic tanks, and other structure in the non-exclusive easement described in O.R. Book 6319, page 802, will not violate the intent of the easement. NES Response: Applicant will request a partial vacation of the easement. 2. Described how grate inlets on south side of property will be restricted to stormwater collection only once located inside walls. NES Response: Historically the inlets have been collecting stormwater from both of the existing parking areas which are being eliminated. Anew inlet is proposed on the west side of the building to collect the stormwater from the rehabilitation area with elimination of the inlet on the west as it is no longer needed. The design further proposes replacement of the existing 12" CMP with a new 24" RCP to better meet drainage needs. Additional review and discussion may be necessary prior to submission for building permit submission; we hereby agree to work with the Engineering Dept. to further coordinate the drainage design for the project as necessary. Prior to the issuance of a Building Permit: 1. All fire hydrant leads shall be constructed with ductile iron pipe and if installed more than 10 ft. from a water main shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). City of Clearwater Contra:;t Specifications and Standards, Sec. N, Article 41.3.3.3. Original Received NES Response: Please see revised civil sheet C5.1 MAR 14 2011 Planning & Development 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineering.com 727 443 2869 Fax 727 446 8036 2. Right-of-way notes on the Civil Specifications pages shall reference City of Clearwater requirements, not the Florida Department of Transportation. NES Response: Please see revised civil sheet C1.2 3. Tapping sleeve and valve for fire hydrant lead will be installed by the City with the applicant paying the applicable fee. NES Response: Please see note on revised civil sheet C5.1 4. Outside of the sanitary discharge concerns the City has provided through other forums, no additional comments. ENVIRONMENTAL REVIEW: 1. Please submit the specifications and other documents from the vault manufacturer showing that the vault provides water quality benefits. NES Response: Per discussion at DRC. the underdrain detail provided on civil sheet C6.1 provides the required water quality benefits and per discussion at DRC vault manufacture and specifications will be provided at time of building permit submission. 2. Please provide a vault maintenance schedule that has been signed and accepted by the owner. NES Response: Please see provided maintenance schedule which has been signed and accepted by owner. FIRE REVIEW: 1. NFPA 1 Chapter 18 18.3.4.3 Fire Department connections shall be identified by a sign that states No Parking Fire Department Connection and shall be designed in accordance with Florida Department of Transportation standards for information signage. The buildings will need to be identified and match the Fire Department Connection signage. Architect Response: Please see revised sheet A-4 NES Response: Please see note added to revised civil sheet C5.1 Acknowledge prior to CDB: 2. All fire underground work is required to have a Class 1 or 2 or 5 licensed contractor submit plans for a separate underground permit. Plans must include all details including restraint devices and additional pre cast thrust blocks at all 45 and 90 degree turns for private fire mains in accordance with NFPA 24. Original Received NES Response: Please see notes added to civil sheet C5.1 MAR 14 1011 3. All fire lines are to be C900 DR14 pipe. Planning $ Development NES Response: Please see revised civil sheet C5.1 which indicates with C900 DR14 pipe. 2 4. Clearances of 7'/z feet in front of and to the sides of the fire hydrant, with a 4 foot clearance to the rear of the hydrant are required to be maintained as per NFPA-1. Plan shows a dumpster on sheet C3.1 blocking the fire hydrant. Provide access to meet code criteria. NES Response: Please see revised civil sheet C3.1 providing the required clearances, dumpsler has been shifted to meet the clearance requirements. 5. Provide and show on the plan minimum 30 foot turning radius for emergency vehicle ingress and egress at all entrances and exits. NES Response: Please see revised civil sheet C3.1 providing the minimum 30 foot turning radius. 6. The Fire Department Connections are more than what is permitted under the Fire Protection Design & Construction Guidelines, The Fire Department Connections SHALL be within 25 to 50 feet of the fire hydrant up to 100 feet may be granted with Fire Marshal approval See page 11 of the Design & Construction Guidelines. NES Response: Please see civil sheet C5.1 for revised FDC locations. 7. With the relocation of the dumpster all dumpsters and any associated screening which consists of combustible fencing around the dumpster pad shall have a minimum separation from the nearest building or building overhang of 10 feet. NES Response: See revised civil sheet C3.1, dumpster and enclosure location provides the required 10' clearance. Note added to plan sheet to clarify clearance requirements. PARKS AND RECREATION REVIEW: Open space impact fees are due prior to issuance of building permit or final plat (if applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Debbie Reid at 727-562-4818 to calculate the assessment. Response: Acknowledged PLANNING: 1. The written response to Community Development Code (CDC) Section 2-704.C.1. States certain deviations are necessary to meet the special laws and regulations associated with the marine aquatic life. Provide documentation of these special written laws and regulations. Response: CMA is working toward certification by the Association of Zoos and Aquariums (AZA). According to paragraph 11.8.1 entitled Perimeter Fence which reads: "Perimeter fencing must be separate from all exhibit fencing or other enclosures, and be of good quality and construction. All facilities must be enclosed by a perimeter fence which is at least 8' in height or by a viable barrier. The fence must be constructed in a manner that leaves no gaps anywhere, including gates that would allow entry to the grounds by feral/wild animals or permit the egress of a collection animal in the event of an escape from a primary enclosure." Original ReAiVF of the AZA standards has been submitted to the Planning Dept. as a supplement to this app tcation via e-mail. Exhibit "B" has been revised to include this explanation. MAR 14 2011 Planning & Development 2. The written response to CDC Section 2-704.C.2. does not provide a specific answer or justification to the criterion. Specifically state how the proposal is consistent with what is set forth in CDC Section 2-701, as well as the Goals and Policies of the Comprehensive Plan. Response: Please see revised Exhibit `B': CMA is an existing use in a commercial zoning district. Parks and Recreation facilities are permitting uses within the commercial zoning district. 3. The written response to CDC Section 2-704.C.3. does not address how the proposed improvements will not impede the normal and orderly development and improvement of neighboring properties. Response. Please see revised Exhibit "B': 4. The written response to CDC Section 2-704.C.4. States the proposed renovation/improvements will improve the value of the adjoining properties. What evidence can you provide to substantiate this claim? Additionally, provide further information as to how the property is an improvement and not a detriment. Response: Please see revised Exhibit `B': 5. The written response to CDC Section 2-704.C.5. States the proposal will comply with objectives a, b, and f, however compliance need only be demonstrated with one of the objectives. Given that the definition of indoor recreation/entertainment in the CDC may not adequately accommodate the proposed outdoor stadium, and given that the definition of working waterfront per F.S. 380.503(18) is not consistent with an aquarium, it would seem more beneficial to argue the point of this proposal complying with objective c and demonstrating that this will result in the expansion of an existing economic contributor. Response: Please see revised Exhibit `B': 6. With regard to the written response to CDC Section 2-704.C.6.a., see the comments pertaining to CDC Section 2-704.C.3. Response: Please see revised Exhibit "B': 7. The written response to CDC Section 2-704.C.6.c. does not state how the design, scale, and intensity of the proposed improvements will support the established character of the area. Response: Please see revised Exhibit `B': 8. The written response to CDC Section 2-704.C.6.d. notes the use of color and textures in the building as well as fenestration, but mentions the incorporation of no further design elements set forth in the criterion. A substantial number of these design elements are required by this criterion to be incorporated into the building design. Response: Please see revised Exhibit `B': 9. CDC Section 2-704.C.6.d. calls for distinctive fenestration patterns. How is the proposed fenestration distinctive? Response: Please see revised Exhibit `B': Original Receive MAR 14 1011 4 Planning & Development 10. CDC Section 2-704.C.6.d. calls for variety in materials, colors, and textures. Provide greater emphasis in the written response addressing this criterion to this variety as well as discussing materials. Response: Please see revised Exhibit "B': 11. The survey/site plan denotes an existing 6 foot high chain link fence along the east property line. Pursuant to CDC Section 3-805.B, chain link fences are only permitted on a parcel to the rear of the front building line. The majority of this fence conflicts with this provision. NES Response: 6' high chain link fence along the east property line will be removed as is denoted revised civil sheet C2.1. 12. Pursuant to CDC Section 3-912, all utilities including individual distribution lines shall be installed underground unless such undergrounding is not practical. Response: Acknowledged if practical. 13. Pursuant to CDC Section 3-912.A.1., the proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The written response provided discusses the use and improvements to the existing exterior; however it does not discuss how the new parking garage, surface parking lot, or stadium would be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. Response: Please see revised Exhibit `B': 14. Pursuant to CDC Section 3-914.A.2., the proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. How will the expansion of this facility not result in a hindrance to the development and use of adjacent buildings and properties? Response: Please see revised Exhibit "B' 15. Pursuant to CDC Section 3-914.A.3., the proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The written response does not state how health/safety will not be adversely affected. Response: Please see revised Exhibit "B' 1.6. With regard to the written response to CDC Section 3-914.A.4., the second paragraph relates more to parking calculations than traffic congestion. It is suggested that it be deleted. Response: Please see revised Exhibit "B' 17. While the response to CDC Section 3-91.4.A.5. is clear regarding the existing improvements, it does not address how the proposed improvements will keep the project consistent with the community character. Response: Please see revised Exhibit "B'; Original Received MAR 14 2011 Planning & Development 18. The written response to CDC Section 3-914.A.6. states the project will not have adverse effects on adjacent properties. It would seem to be beneficial to provide some justification to this statement with regard to the potential acoustic impacts of having an open-air 400-900 seat stadium on site and within 270 feet of residentially zoned property. Response: Please see revised Exhibit `B': 19. Please be advised that the phoenix roebellini do not meet minimum plant material standards as per CDC Section 3-1202.13.1 (10 feet clear trunk required, 6 feet proposed). As such, these cannot be counted toward meeting any requirements [ref.: CDC Section 3-1202.B]. NES Response: Please see revised plant table. 20. Pursuant to CDC Section 3-1202.B.1., no more than 25% of required trees may be accent trees. According to the plant schedule 30.49% of trees will be accent trees. NES Response: Please see revised tree table/selection. 21. Pursuant to CDC Section 3-1202.13.1., shade trees must be planted more than 5 feet from any impervious area. The majority of the proposed shade trees will not meet this standard. NES Response: Please see revised landscape plan. 22. Pursuant to CDC Section 3-1202.B.1., groundcover is to be planted a maximum of 24 inches on center. Proposal includes groundcover at 30 inches on center. NES Response: Please see revised landscape plan and plant table. 23. Pursuant to CDC Section 3-1202.D.1., where non-residential use abuts an arterial/collector right-of-way a 15 foot wide landscape buffer is required to be provided. The Causeway right-of- way abuts the south sides of the property; however no buffer is provided. NES Response: Please see revised required buffer notation and Comprehensive Landscape Program Application requesting deviation to this requirement in association with the proposed pedestrian promenade. 24. Pursuant to CDC Section 3-1202.D.1., a 10 foot wide buffer with trees planted every 35 feet is required along Windward Passage. Virtually no buffer is proposed at the northeast corner of the property. NES Response: Please revised landscape plan which provides many additional plantings at the northeast corner of the property. 25. Pursuant to CDC Section 3-1202.D.3., any parcel of land which exceeds 1 acre in size shall have a minimum perimeter buffer width of 10 feet. Those buffers not along the Causeway or Windward Passage rights-of-way must meet this requirement (or request relief through the Comprehensive Landscape Program). Original Received MAR 14 2011 6 Planning & Development NES Response: Please see revised plans; the required buffer notation has been corrected A Comprehensive Landscape Program Application has been submitted requesting relief to this requirement for the areas along the eastern property line and along the northern property line near Marina Way. 26. Pursuant to CDC Section 3-1202.E.1., interior islands are required to be a minimum of 150 square feet in size. NES Response: Please see revised plans; several islands have been revised to meet the 150 square foot requirement. A Comprehensive Landscape Program Application has been submitted requesting relief to this requirement in association with some of the interior islands. 27. Pursuant to CDC Section 3-1202.E.1., one tree is required for every 150 square feet of required green space. Code requires 5,453 square feet of green space; thus requiring 30 interior trees. The submittal proposes only 22 interior trees. NES Response: Please see revised landscape plan and tree table. 28. Pursuant to CDC Section 3-1402.I.3., lighting levels in parking garages having public access shall meet or exceed the current minimum Illuminating Engineering Society (IES) standards. Provide evidence depicting compliance with this provision. NES Response: Acknowledged, lighting levels in tl:e parking garage will meet the current minimum Illuminating Engineering Society (IES) standards. Evidence depicting compliance with this provision will be provided at time of Building Permit submission. 29. Pursuant to CDC Section 3-1402.I.3., when parking spaces are provided on a ramp, the slope shall be less than 6%. The slope proposed is not less than 6%. Architect Response: The parking garage slope has been revised to 5.6%. See sheet A6 30. Pursuant to CDC Section 3-1402.1.12., all electrical conduits, pipes, downspouts, columns or other features that could be subject to impact from vehicular traffic shall be protected from impact damage with pipe guards or similar measures. Measures used for protection shall not encroach into any parking space. Provide information as to compliance with this provision. Architect Response: The Plan has been revised to show protective bollards at locations in the garage and around the main structure where items such as standpipes are subject to impact from vehicular traffic. See sheets A4 and A6. 31. Pursuant to CDC Section 3-1402.I.13., minimum dimensions of equipment islands at entry/exit lanes shall be as follows: a. islands with cashier booth: six feet four inches wide by 22 feet long; b. islands without cashier booth: three feet six inches wide by 18 feet three inches long. Provide dimensions for the proposed booth area that comply with these standards. Architect Response: Parking garage eniry island has been revised to meet the minimum dimensions for islands without cashier booths. See sheet A6. Original Received MAR 14 2011 7 Planning & Development 32. Pursuant to CDC Section 3-1402J. L, J,,;ad-end parking aisles are discouraged, but when site conditions dictate that there be dead-end parking aisles, they shall be designed so that there is a back -out maneuvering area at the end of the aisle. This maneuvering area shall not encroach upon any required landscape areas. South of the handicap parking spaces in the garage there is a horizontal line. If this line represents a vehicular barrier or curb, then the garage does not comply with the above provision. Provide turning movements on the plans to show how the roof level complies with this provision. Architect Response: Plans have been revised to provide back -out maneuvering areas at the end of aisles considered to have "dead-end parking': See sheet A6 33. The written response to CDC Section 3-914.A.6. states the aquariums hours of operation are, and will remain, Monday — Thursday 9am-5pm, Friday — Saturday 9am-7pm, and Sunday 1Oam- 5pm. This is in contract to the hours of operation set forth in the Traffic Impact Study of 11 am- 5pm seven days a week. Which is correct? Revise the document that is incorrect. NES Response: Acknowledged, the hours of operation for the CMA are as follows: Monday — Thursday from 9 am to Spm Friday — Saturday from 9 am to 7pm Sunday from 10 am to Spm 34. Identify those areas being utilized to meet the interior landscape requirement. NES Response: Please see revised civil sheet C3.1 which identifies the areas being utilized to meet the interior landscape requirement. 35. The caliper, height, and grade of the proposed winged elm have not been provided. NES Response: Please see revised tree table. 36. The proposed description of request includes an 8 foot high wall surrounding the above ground tanks along the west side of the -aquarium building. The location of this wall (where it starts and finishes) is not clearly depicted on the site plan. NES Response: The site plan has been revised to more clearly indicate the 8' high buffer wall location including the points where the wall starts and finishes. 37. Is access between the surface parking lot and the docks to be restricted by fencing or some other means? NES Response: No, the pedestrian promenade will remain unrestricted 38. Is access between Marina Way and the docks to be restricted by fencing or some other means? NES Response: No, the pedestrian promenade will remain unrestricted. 39. Is any fencing or walls proposed to secure the site? NES Response: An 8' high buffer wall is proposed around the rehabilitation tanks located on the west end of the facility adjacent to the mechanical room. Original Received 8 MAR 14 2011 Planning & Development 40. Is any lighting proposed for the surface parking lot? . NES Response: A lighting plan designed to meet the requirements of all applicable codes will be provided at time of building permit submission. 41. Is any lighting proposed for the parking garage (interior or exterior)? NES Response: A lighting plan designed to meet the requirements of all applicable codes will be provided at time of building permit submission. 42. How does the stadium or viewing area function? Are there set show times or does the area operates otherwise? It may be of some benefit to provide a synopsis of how this element of the project will function. NES Response: The outdoor seating area will have a combination of set educational presentations and passive viewing opportunities for guests. A sample of the current schedule has been provided to the Planning Dept. 43. Will there be any amplified sound within the stadium? Architect Response: Yes, low level amplification will be utilized during the educational presentations, the shade structure was specifically designed absorb the sound generated by the low level amplification. It is acknowledged, any amplified sound shall meet the requirements of applicable codes and laws. . 44. If the proposed stadium seating/viewing area is located on the roof, what is to be located on the second floor? Architect Response: No second floor exists in that area, the first floor design provides a open �i high ceiling. 45. What elements or uses are anticipated in the new lobby and gift shop? Architect Response: The lobby contains viewing portals for guests to see into some of the tanks, provides access to the restroom facilities, the marine exhibits and the gift shop. 46. Where are the 24 required parking spaces for the marina? These must be identified and reserved for marina use. NES Response: Please see the revised site plan which indicates the location of the 24 required parking spaces for the marina. The Harbor Master and staff directed the development team in the location of the 24 parking spaces for the marina. 47. How much of the aquarium is open to the public? Architect Response: Approximately 70% of the first floor area and 50% of the second floor area is open to the public. The entire outdoor area to the west of the mechanical room is closed the public. Original Receiyec MGR I d 7011 9 Planning & Deveiopment 48. Sheet C3.1 depicts a new ADA ramp near the southwest corner of the surface parking lot. The ramp connects the drive aisle to the water and is proposed with a bollard within it at the drive aisle connection. Please clarify. NES Response. Please see revised civil plans; the offending bollard has been relocated 49. Sheet C3.1 states there are 6 handicap parking spaces; however it depicts 8. NES Response: Please see revised civil sheet C3.2 50. The site data table denotes the aquarium as having a building coverage of 37,997 square feet. When this figure is added to the existing/proposed second floor square footages on Sheet A2 (10,835 + 3,733) as well as the proposed roof square footage (1,260) they equal 53,825 square feet. If you add the existing structure square footage (39,974) and the proposed structure square footage (17,408) found on Sheet A2 they equal 57,382 square feet. The parking calculations were based upon 51,023 square feet. How is it that these figures are not consistent? W�rFo NES Response: The calculation above does not take into consider the 6,359 � ft. of area proposed for demolition within the aquarium. 57,382 — 6,359 = 51,023 sq. t. 51. The proposed roof plan is unclear as to the number of seats for the stadium. It appears to indicate only 446 seats; however the shading would appear to indicate 887 seats (925 total assembly occupants — 38 second floor assembly occupants). Further, the traffic impact study states the capacity at 960 seats. What is actually being proposed? Architect Response: Plans have been revised to show 660 occupants. See sheet A4 An updated Traffic Impact Study is being prepared for submission. 52. What is the purpose of the gate/ticket booth within the parking garage? If the garage is restricted, why is the surface lot unrestricted? Architect Response: Parking garage plan has been revised Entry/exit does not have a ticket booth; arms/gates will be provided to lock off the garage when the CMA facility is closed See sheet A6 53. The bike rack is proposed within a landscape area. Revise. NES Response: Please see revised plans, bike rack is now located on pavement. 54. Depict/define the accessible path from the handicap parking in the garage to the aquarium entrance. Current design does not appear to work without conflicts. NES Response: Please see revised plans for the parking garage, accessible spaces have been relocated and additional access and walkways provided to eliminate the conflicts. 55. Provide a width dimension for the drive aisle along the east side of the garage. NES Response: Please see revised plans all drive aisles provide a width dimension. Original Racalvec, MAR 14 2011 10 Planning & OMOMOTli STORMWATER: The following shall be addressed prior to Community Development Board (CDB): Please address the stormwater quality requirement for the site areas that are being redeveloped, including the proposed parking garage. NES Response: Garage drainage is included within the drainage basin shown on the plan. 1. Submit a copy of the approved SWFWMD ERP permit. NES Response: SWFWMD application is currently under review, SWFWMD permit will be submitted to City of Clearwater upon receipt. 2. Skimmer detail shows 3" of height between the weir elevation and the bottom of skimmer. Please extend this height to a minimum of 6" to better prevent the oil from getting through the skimmer. NES Response: Please see revised skimmer detail. 3. Provide the buoyancy calculations for the proposed vault. NES Response: Please see submitted buoyancy calculations as per your request. General Note: 1. All resubmittals shall be accompanied with a. response letter addressing how each department condition has been met. 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Acknowledged TRAFFIC ENGINEERING: 1. Access aisles for handicapped parking spaces that are inside the parking garage shall be connected to an accessible route and designed such that users are not compelled to walk or wheel behind parked vehicles. Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.6.2. NES Response: Please see revised plans for the parking garage, accessible spaces have been relocated and additional access and walkways provided to eliminate the conflicts. 2. Provide directional pavement arrows in the parking garage. Architect Response: Parking garage plan has been revised to show directional pavement arrows. See sheet A6 3. In the parking garage, the southwest ramp(s) slope shall be less than 6% when parking spaces are provided on a ramp. (CDC 3-1402 I. 10.) Original Received MAR 14 2011 1 Planning Architect Response: Parking garage ramps have been revised to show a slope of 5.6% which is less than 6%. See sheet A6 4. Structural supports located in parking garage shall not encroach into the required area of a parking space. Structural supports shall be located in a manner to provide maximum vehicular maneuverability and shall not obstruct passenger ingress and egress. Architect Response: Acknowledged. Structural supports have been designed and located in a manner as to provide maximum maneuverability and shall not obstruct passenger ingress and egress. See sheet A6 5. Demonstrate how a scaled tour bus can enter and exit the bus parking spaces. NES Response: A bus turning plan has been provided to Traffic Engineering for review. 6. There shall be no more than one entrance and one exit or one combined entrance and exit per property along any street unless otherwise determined necessary by the traffic engineer to alleviate congestion and improve traffic flow. Provide written justification from a Professional Engineer for the City's Traffic Operation Engineer's consideration. (C.R. 576). (CDC Section 3- 1402.B) NES Response: Please see response to #7 7. Re -locate the entrance of the parking garage to the southeast corner of the building to provide more stacking space for vehicles entering the parking garage. NES Response: As discussed in the meeting with the Engineering Dept. on Tuesday, March 8, 2011, the two driveways provide increased ability to eliminate traffic congestion on Windward Passage and increased stacking ability. The western driveway will be utilized as the main entrance to the facility. The two driveways and the location of the two driveways eliminate the need for buses to navigate inside the parking lot. The western driveway will be utilized as the entrance drive for buses, the buses will drop off passengers along the Pedestrian Promenade and then will park in the designated bus parking area. Passengers upon departure will walk to their assigned bus and the bus will then leave utilizing the eastern driveway. This circular design decreases possible conflicts with pedestrians as buses are not required to navigate internally throughout the parking lot. The location of the entrance to the garageialso creates a safer pedestrian environment as the location places the entrance and exit of the garage remote from the main entrance to the CMA building. All pedestrian traffic will be funneled to the northwest corner of the marine aquarium building. 8. T.I.S. (Traffic Impact Study) shall be revised to Traffic Operations .Division's latest methodology. Traffic Consultant Response: Acknowledged, revised TIS will be submitted upon completion as agreed upon. 9. Align the easterly driveway with Larboard Way. Original Received MAR 14 2011 12 Planning & Deveiopment F Response: Please see response to Traffic Engineering Review #7 for response. Prior to a building permit: 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). Response: Acknowledged. 2. DRC Review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: Acknowledged. Please feel free to contact us if you have questions or require additional information, we will respond immediately to your request. Sincerely, r Renee Ruggiero, Senior Project Planner Northside Engineering Services, Inc. Original RproP ). Mk 1. 4 13 Planl Clearwater Marine Aquarium 249 Windward Passage, Clearwater, FL 33767 727.441.1790 - Fax 727.445.1139 A Florida non-profit 501(c)(3) organization En«ronmenral Education BAB March 10, 2011 Ms. Renee Ruggiero Northside Engineering RE: Scheduled Performances at the Clearwater Marine Aquarium Dear Ms. Ruggiero: This is in response to your question as to whether CMA does or will have scheduled "shows" or "performances". We would prefer to call them "presentations" as all of them are not merely "shows" but educational presentations. Unlike Sea World, all of our presentations are designed to describe our work of rescue, rehabilitation and release of marine animals and to educate the public in the preservation of the marine environment. With the exception of our fish, all of our marine animals who are residents at CMA have been deemed non - releasable for various reasons. Our presentations are centered on their story of how they got here and information about their species, natural habitat and behavior patterns. Our dolphin presentations provide guests with husbandry techniques and also high energy behaviors where they jump or execute other actions that are entertaining to the guest but are actually enrichment to the dolphins. Currently, CMA has scheduled presentations throughout the day beginning at 10:00 am daily and lasting until 4:30 PM daily plus additional presentations at 5:00 PM and 6:00 PM on Friday and Saturday evenings when our hours are extended to 7:00 PM. Following is our current schedule of times and description of our presentations: TIME LIVE PRESENTATIONS 10:00 am Shark & Fish of the Gulf 10:15 am River Otters 10:30 am Stingray Feeding 11:00 am Winter & Panama Up Close 11:30 am' Discover Sea Turtles 12:00 am Indy & Nicholas' High Energy Dolphin Presentation 12:30 am Sea Turtle Nesting 1:00 pm Shark Feeding (Mon, Wed & Fri Only) 1:00 pm Touch Tank Critter Feeding (rues, Thurs. & Sun) 1:30 pm Winter & Panama Exercise Time Pa e1of2 www See intercom 2:00 pm Discover Sea Turtles 2:30 pm Indy & Nicholas' High Energy Dolphin Presentation 3:00 pm Indy & Nicholas' High Energy Dolphin Presentation 2:30 pm Winter's Tail Therapy & Panama's Exercise Time 3:00 pm Fish Feeding 3:00 pm River Otters 3:15 pm Stingray Feeding 3:30 pm Winter & Panama Meet and Greet 4:00 pm ICU Turtle Talk 4:30 pm Indy & Nicholas' High Energy Dolphin Presentation FRIDAY & SATURDAY NIGHTS ONLY 5:00 pm Discover Sea Turtles 5:30 pm Sharks & Fish of the Gulf 6:00 pm All About Stingrays 6:30 pm Indy & Nicholas' High Energy Dolphin Presentation THEATER VIDEO PRESENTATIONS "Winter: The Dolphin that Could" documentary Presentation times: 10 am, 11 am, 11:30 am, 12 PM, 1 PM, 2 PM, 2:30 PM, 3 PM, 4 PM Friday and Saturday nights: 5 PM, 6 PM "Saving Sea Lffe" Video Presentation Presentation times: 9:30 am, 10:30 am, 12:30 PM, 1:30 PM, 3:30 PM, 4:30 PM Friday and Saturday nights: 5:30 PM, 6:30 PM It can be observed from the above presentation schedules, that we try to have something going on at all times to ensure we minimize peak periods and traffic congestion both for the community and within our facility. At this time, we do not anticipate extending our facility hours after construction. Presentation schedules will change based on the addition of new exhibits and resident animals we have in our collection at that time. However, we will be using the same philosophy of disbursing crowds by having ongoing presentations throughout the day and perhaps even simultaneous live presentations. I hope this explanation is satisfactory to you and answers the question regarding our scheduling. Please let me know if you need anything further. Very truly yours, Frank L. Dame, EVP/COO Page 2 of 2 Tefft, Robert From: Renee Ruggiero [renee@northsideengineering.net] Sent: Friday, March 11, 2011 10:33 AM To: Delk, Michael Cc: 'Ed Armstrong'; Tefft, Robert; Hunraf@aol.com; 'Katie Cole'; housh@northsideengineering.net; frank@tbi.net; 'Frank Dame' Attachments: CMA Presentation Ltr Northside Engineering 3-10-11.pdf Good Morning Michael, Attached above please find a written response toyour inquiry regarding the presentation schedule for the Clearwater Marine Aquarium. The aquarium does not anticipate a large influx of visitors coming to the facility at one time. The operation of the facility is such thatvisitors come and go throughout day; the operation after the modifications will be much tiie same only some of the activities will take E place at the new larger pool. I hope this information is helpful to you. Please feel free to contact us if you have questions or require additional information. Renee Ruggiero, Senior Project Planner Northside Engineering Services, Inc. 300 S. Belcher Rd Clearwater, FL 33765 (v) 727 443 2869 X 111 (c) 727 235 8475 (f) 727 446 8036 - ---Original Message----- Fr,om: Ed Armstrong [mailto:EdA@jpfirm.com] Sent: Wednesday, March 09, 2011 10:18 AM Tci: Renee Ruggiero Subject: Fwd: Traffic Thanks renee. Can you handle the part about showtimes and copy me ? Thanks. Sent from my iPad Begin forwarded message: From: "michael.delk@MyClearwater.com<mailto:michael.delk@MyClearwater.com>', <michael.delk@MyClearwater.com<mailto:michael.delk@MyClearwater.com>> Date: March 8, 2011 4:40:41 PM EST To: Ed Armstrong<EdA@jpfirm.com<mailto:EdA@jpfirm.com>> Subject: Traffic 1 Met with Paul and Himanshu. �.r'll let them stay with the moviep�ex scenario for various reasons most importantly that Paul thinks the numbers involved are defensible. They will be asking for a Saturday spike in trips to be measured however. That will take Robert P. some time to do. We'll move it all along though as when Robert is done and makes his revisions, only Traffic and us need to review and we'll do it as we prepare for the CDB hearing. That part will not be that complicated. Himanshu is calling Robert now about how to proceed. One question I have, they have been saying no scheduled performances. It does not seem at all logical to us to construct 660 seats for people to wander in and out of. They have to be envisioning scheduled performances. Can you confirm that or not? Michael Michael L. Delk, AICP Planning and,Development Director City of Clearwater, Florida 727-562-4561 727-562-4865 fax michael.delk(amyclearwater.com<mailto:michael.dell< myclearwater.com> r 2 CITY OF CLEARWATER 0�Q` PvnNILvc & DE\,E.oPmEN7 DEPARiwLm- �-� 4 POST OFFICE Box 4748, CLEARWATER, FLORIDA 337584748 9 IUNICIPAL SERVICEs BUILDING, IOU SOUTH �I�12'rLE AVENL E, CLEARWATER, FLORInA 33776 �'gTEIt TELEPFroNE (727) .562-4567 FAX (727) 562-4576 14:30 Case number: FLD2011-02006 -- 249 WINDWARD PSG Owner(s): Clearwater Marine Aquarium Inc 249 Windward Passage Clearwater, FL 33767-2244 PHONE: No phone, Fax: No fax, Email: No email Applicant: Clearwater Marine Aquadu 249 Windward Passage Clearwater, FL 33767-2244 PHONE: No phone, Fax: No fax, Email: No email Location: 4.53 acres located on the south side of Windward Passage approximately 210 feet west of Island Way. Atlas Page: 2678 Zoning District: Commercial Request: Flexible Development approval to permit the expansion of the Clearwater Marine Aquarium wihtin the Commercial (C) District with a lot area of 197,167 square feet (4.526 acres), a lot width of 546.3 feet, a front (north) setback of 15 feet (to building/pavement), rear (south) setbacks of 12 feet (to building) and zero feet (to marina promenade), side (east) setbacks of 181 feet (to building) and 5 feet (to pavement), a side (west) setback of 10 feet (to building), and side (north) setbacks of 30 feet (to building) and 5 feet (to pavement), a building height of 46.16 feet, and 311 off-street parking spaces as a Comprehensive Infill Redevelopment Project pursuant to Community Development Code Section 2-704.C. along with XXX as a Comprehensive Landscape Program pursuant to Community Development Code Section 3-1202.G. Proposed Use: Neighborhood Clearwater Neighborhood Coalition Association(s): Presenter: Robert Tefft, Development Review Manager 3/1/2011 °EQUAL E.N Pm.0i-,NiENT AND AFFIIiMATiVE ,AcnON EMPLOYER" DRC—Comments The DRC reviewed this application with the following comments: Engineering Review Prior to review by the Community Development Board: 1. Explain how the construction of walls, aquatic tanks and other structure in the non-exclusive easement described in O.R. Book 6319, page 802, will not violate the intent of the easement. Prior to the issuance of a Building Permit: 1. All fire hydrant leads shall be constructed with ductile iron pipe and if installed more than 10 ft. from a water main shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). City of Clearwater Contract Specifications and Standards, Sec. IV, Article 41.3.3.3. 2. Right-of-way notes on the Civil Specifications pages shall reference City of Clearwater requirements, not the Florida Department of Transportation. 3. Tapping sleeve and valve for fire hydrant lead will be installed by the City with the applicant paying the applicable fee. 4. Outside of the sanitary discharge concerns the City has provided through other forums, no additional comments. Environmental Review Prior to the Community Development Board: 1. Please submit the specifications and other documents from the vault manufacturer showing that the vault provides water quality benefits. 2. Please provide a vault maintenance schedule that has been signed and accepted by the owner. 3/1/2011 2 °EQuAI. E1tPI.oyNiEINT AND AFFIlalMVE AcnON ENIPLOYER° DRC—Comments Fire Review 1) NFPA 1 Chapter 18 18.3.4.3 Fire Department connections shall be identified by a sign that states No Parking Fire Department Connection and shall be designed in accordance with Florida Department of Transportation standards for information signage. The buildings will need to be identified and match the Fire Department Connection signage ACKNOWLEDGE PRIOR TO CDB 2) All fire underground work is required to have a Class 1 or 2 or 5 licensed contractor submit plans for a separate underground fire permit. Plans must include all details including restraint devices and additional pre cast thrust blocks at all 45 and 90 degree turns for private fire mains in accordance with NFPA 24 ACKNOWLEDGE PRIOR TO CDB 3) All fire lines are to be C900 DR14 pipe. ACKNOWLEDGE PRIOR TO CDB 4) Clearances of 7 1/2 feet in front of and to the sides of the fire hydrant, with a 4 foot clearance to the rear of the hydrant are required to be maintained as per NFPA-1. Plan shows a dumpster on sheet C3.1 blocking the fire hydrant. Provide access to meet code criteria. ACKNOWLEDGE PRIOR TO CDB 5) Provide and show on the plan minimum 30 foot turning radius for emergency vehicle ingress and egress at all entrance and exits. ACKNOWLEDGE PRIOR TO CDB 6) The Fire Department Connections are more than what is permitted under the Fire Protection Design & Construction Guidelines, The Fire Department Connections SHALL be within 25 to 50 feet of the fire hydrant up to 100 feet may be granted with Fire Marshal approval See page 11 of the Design & Construction Guidelines. ACKNOWLEDGE PRIOR TO CDB 7) With the relocation of the dumpster All dumpsters and any associated screening which consists of combustible fencing around the dumpster pad shall have a minimum separation from the nearest building or building overhang of ten feet 10 feet ACKNOWLEDGE PRIOR TO CDB Parks and Recreation Open space impact fees are due prior to issuance of building permit or final Review plat (if applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Debbie Reid at 727-562-4818 to calculate the assessment. 3/1/2011 3 Toi,ni. birLoY�NrENr AND AFrn�Ni 1rIVE AmION EMPLOYER° DRC—Comments Planning Review 1Whe written response to Community Development Code (CDC) Section 2- 704.C.1. states certain deviations are necessary to meet the special laws and regulations associated with the marine aquatic life. Provide documentation of Ibe,se special laws and regulations. V(2) he written response to CDC Section 2-704.C.2. does not provide a ecific answer or justification to the criterion. S ecificall r state how the proposal is consistent with what is set forth i CDC ection 2-701 swell as OTheGoals and Policies of the Comprehensive Plan. written response to CDC Section 2-704.C.3. does not addresi Go proposed improvements will not impede the normal and orderly development a� and improvement of neighboring properties. The written response to CDC Section 2-704.C.4. states the proposed renovation/improvements will improve the value of the adjoining properties. -'--AUVhat evidence can you provide to substantiate this claim? Additionally, provide further information as to how the property is an improvement and not rJ) a d triment. he written response to CDC Section 2-704.C.5. states the proposal will comply with objectives a, b, and f; however compliance need only be demonstrated with one of the objectives. Given that the definition of indoor recreation/entertainment in the CDC may not adequately accommodate the proposed outdoor stadium, and given that the definition of working waterfront per F.S. 380.503(18) is not consistent with an aquarium, it would seem more beneficial to argue the point of this proposal complying with objective c and demonstrating that this will result in the expansion of an existing economic tnbutor. th regard to the written response to CDC Section 2-704.C.6.a., see the comments pertaining to CDC Section 2-704.C.3. (7) The written res c CDC Section 2-704.C.6.c. does not state how the design scale n intensi of the proposed improvements will support the establishe chars er o the area. 0 3/1/2011 4 °EouAL EMPLOYMEN'r AND AffIR1l HAT ACTION EMPLOY" DRC—Comments Planning Review Mhe written response to CDC Section 2-704.C.6.d. notes the use of color d textures in the building as well as fenestration, but mentions the incorporation of no further design elements set forth in the criterion. A substantial number of these design elements are required by this criterion to be incorporated into the building design. CDC Section 2-704.C.6.d. calls for distinctive fenestration patterns. How is the proposed fenestration distinctive? CDC Section 2-704.C.6.d. calls for variety in materials, colors and textures. Provide greater emphasis in the written response addressing this criterion to this variety as well as discussing materials. The survey/site plan denotes an existing 6 foot high chain link fence along the east property line. Pursuant to CDC Section 3-805.6, chain link fences are only permitted on a parcel to the rear of the front building line. The rityof this fence conflicts with this provision. �w ? 12) ursuant to CDC Section 3-912, all utilities including individual distribution I ss shall be installed underground unless such undergrounding is not practicable. (13) Pursuant to CDC Section 3-914.A.1., the proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The written response provided discusses the use and improvements to the existing exterior; however it does not discuss how the new parking garage, surface parking lot, or stadium would be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. (14) Pursuant to CDC Section 3-914.A.2., the proposed development will not F hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. How will the expansion of this facility not result in a hindrance to the development and use of adjacent buildings and properties? 3/1/2011 5 DRC—Comments °EQUAL Eil1PI.0YD9F.i,NT AND AF impixnw. A CiION ENIPLONIR° Planning Review Y'Pursuant to CDC Section 3-914.A.3., the proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The written response does not state how health/safety will not be adversely affected. With regard to the written response to CDC Section 3-914.A.4., the second paragraph relates more to parking calculations than traffic congestion. It' suggested that it be deleted. 17 While the response to CDC Section 3-914.A.5. is clear regarding the existing improvements, it does not address how the proposed improvements will keep the project consistent with the community character. 18 The written response to CDC Section 3-914.A.6. states the project will not have adverse effects on adjacent properties. It would seem to be beneficial to provide some justification to this statement with regard to the potential acoustic impacts of having an open-air 400-900 seat stadium on site and within 270 feet of residentially zoned property. Please be advised that the phoenix roebellini do not meet minimum plant material standards as per CDC Section 3-1202. B.1 (10 feet clear trunk required, 6 feet proposed). As such, these cannot be counted toward meeting any requirements [ref.: CDC Section 3-1202.13]. Pursuant to CDC Section 3-1202.13.1., no more than 25% of required trees may be accent trees. According to the plant schedule 30.49% of trees will be accent trees. Pursuant to CDC Section 3-1202.13.1., shade trees must be planted more than 5 feet from any impervious area. The majority of the proposed shade. treq,s. will not meet this standard. 150ursuant to CDC Section 3-1202.13.1., groundcover is to be planted a maximum of 24 inches on center. Proposal includes groundcover at 30 inches on center. 3/1/2011 Tow. Empi.oyNiE.NT Avn AfFftwK VE A(mON E 1PLOYER" DRC—Comments Planning ReviewC L�� 23) ursuant to CDC Section 3-1202.D.1., where non-residential use abuts an ial/collector right-of-way a 15 foot wide landscape buffer is required to be provided. The Causeway right-of-way abuts the south sides of the property; however no buffer is provided. Pursuant to CDC Section 3-1202.D.1., a 10 foot wide buffer with trees planted every 35 feet is required along Windward Passage. Virtually no buffer i roposed at the northeast corner of the property. G 25) Pursuant to CDC Section 3-1202.D.3., any parcel of land which exceeds 1 e in size shall have a minimum perimeter buffer width of 10 feet. Those buffers not along the Causeway or Windward Passage rights-of-way must meet this requirement (or request relief through the Comprehensive Landscape Program). Pursuant to CDC Section 3-1202.E.1., interior islands are required to be a minimum of 150 square feet in size. (27) Pursuant to CDC Section 3-1202.E.1., one tree is required for every 150 square feet of required green space. Code requires 5,453 square feet of green space; thus requiring 30 interior trees. The submittal proposes only 22 _inter r trees_ �(_ (28) ursuant to CDC Section 3-1402.1.3., lighting levels in parking garages h.avi g public access shall meet or exceed the current minimum Illuminating Engineering Society (IES) standards. Provide evidence depicting compliance w' his provision. (29) ursuant to CDC Section 3-1402.1.10., when parking spaces are provided �. --on-a ramp, the slope shall be less than 6%. The slope proposed is not less than 6%. -�Pursuant to CDC Section 3-1402.1.12., all electrical conduits, pipes, nspouts, columns or other features that could be subject to impact from vehicular traffic shall be protected from impact damage with pipe guards or similar measures. Measures used for protection shall not encroach into any parking space. Provide information as to compliance with this provision. 3/1/2011 7 DRC—Comments °EQUAL EmPLOYA4ENT AND AFTIl imiVE A MION EMPLOYER" Planning ReviewPursuant to CDC Section 3-1402.1.13., minimum dimensions of equipment islands at entry/exit lanes shall be as follows: a. islands with cashier booth: six feet four inches wide by 22 feet long; b. islands without cashier booth: three feet six inches wide by 18 feet three inches long. Provide dimensions for the proposed booth area that comply with these standards. `Pursuant to CDC Section 3-1402.J.1., dead-end parking aisles are discouraged, but when site conditions dictate that there be dead-end parking aisles, they shall be designed so that there is a back-out maneuvering area at the end of the aisle. This maneuvering area shall not encroach upon any required landscape areas. South of the handicap parking spaces in the garage there is a horizontal line. If this line represents a vehicular barrier or curb, then the garage does not comply with the above provision. Provide turning movements on the plans to show how the roof level complies with this Tprove ion. he written response to CDC Section 3-914.A.6. states the aquariums hours of operation are, and will remain, Monday -Thursday 9am-5pm, Friday - Saturday 9am-7pm, and Sunday 10am-5pm. This is in contract to the hours of operation set forth in the Traffic Impact Study of 11 am-5pm seven days a week. Which is correct? Revise the document that is incorrect. I�sa�34) 1 entify those areas being utilized to meet the interior landscape (,OAe.4 As r irement. Ab ,��'The caliper, height and grade of the proposed winged elm have not been provided. fhe proposed description of request includes an 8 foot high wall .. . surrounding the above ground tanks along the west side of the aquarium building. The location of this wall (where it starts and finishes) is not clearly depicted on the site plan. �0 --(5&7j Is access between the surface parking lot and the docks to be restricted by fencing or some other means? 0151 is access between Marina Way and the docks to be restricted by fencing or some other means? 3/1/2011 8 DRC—Comments Tojm. EMPLOYMEN'r Am.) AFFIiukTIVE Am'ION EMPLOYER" �J Planning Review4ow any fencing or walls proposed to secure the site? any lighting proposed for the surface parking lot? any lighting proposed for the parking garage (interior or exterior)? does the stadium or viewing area function? Are there set show times or does the area operate otherwise? It may be of some benefit to provide a synopsis of how this element of the project will function. —Will there be any amplified sound within the stadium? ,Oq1f the proposed stadium seating/viewing area is located on the roof, what is to be located on the second floor? f What elements or uses are anticipated in the new lobby and gift shop? ,,4401 Where are the 24 required parking spaces for the marina? These must be identified and reserved for the marina use. How much of the aquarium is open to the public? ,It (48) heet C3.1 depicts a new ADA ramp near the southwest corner of the Ccs` ace parking lot. The ramp connects the drive aisle to the water and is proposed with a bollard within it at the drive aisle connection. Please clarify. :_449f*Sheet C3.2 states there are 6 handicap parking spaces; however it d 'cts 8. 50) he site data table denotes the aquarium as having a building coverage of _97 square feet. When this figure is added to the existing/proposed uoN second floor square footages on Sheet A2 (10,835 + 3,733) as well as the 40 proposed roof square footage (1,260) they equal 53,825 square feet. If you add the existing structure square footage (39,974) and the proposed structure square footage (17,408) found on Sheet A2 they equal 57,382 square feet. The parking calculations were based upon 51,023 square feet. How is it that these figures are not consistent? Planning Review -001:10roposed roof plan is unclear as to the number of seats for the stadium. It appears to indicate only 446 seats; however the shading would appear to indicate 887 seats (925 total assembly occupants - 38 second floor assembly occupants). Further, the traffic impact study states the capacity at 960 seats. What is actually being proposed? 'ro ef, C-�t --��at is the purpose of the gate/ticket booth within the parking garage? If "I4A'b69P the clarage is restricted, why is the surface lot unrestricted? The bike rack is proposed within a landscape area. Revise. (� Depict/define the accessible path from the handicap parking in the garage to the aquarium entrance. Current design does not appear to work without con9cts. ,,(-,Wrovide a width dimension for the drive aisle along the east side of the garage. 3/1/2011 9 DRC—Comments ° ou.A,I. EmPI.oYAiENT AND AmiwATivf. ACTION EMPLOYER" Stormwater Review The following shall be addressed prior to Community Development Board (CDB): Please address the stormwater quality requirement for the site areas that are being redeveloped, including the proposed parking garage. The following shall be addressed prior to Building Permit application: 1. Submit a copy of the approved SWFWMD ERP permit. 2. Skimmer detail shows 3" of height between the weir elevation and the bottom of skimmer. Please extend this height to a minimum of 6" to better prevent the oil from getting through the skimmer. 3. Provide the buoyancy calculations for the proposed vault. General note: 1. All resubmittals shall be accompanied with a response letter addressing how each department condition has been met. 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Traffic Eng Review Prior to CDB: 1. Access aisles for handicapped parking spaces that are inside the parking garage shall be connected to an accessible route and designed such that users are not compelled to walk or wheel behind parked vehicles. Florida . Accessibility Code for Building Construction Chapter 11, Section 11-4.6.2. 2. Provide directional pavement arrows in the parking garage. 3. In the parking garage, the southwest ramp(s) slope shall be less than 6% when parking spaces are provided on a ramp. (CDC 3-1402 I. 10.) 4. Structural supports located in parking garage shall not encroach into the required area of a parking space. Structural supports shall be located in a manner to provide maximum vehicular maneuverability and shall not obstruct passenger ingress and egress. 5. Demonstrate how a scaled tour bus can enter and exit the bus parking spaces. 6. There shall be no more than one entrance and one exit or one combined entrance and exit per property along any street unless otherwise determined necessary by the traffic engineer to alleviate congestion and improve traffic flow. Provide written justification from a Professional Engineer for the City's Traffic Operation Engineer's consideration. (C.R. 576). (CDC Section 3- 1402.13) Prior to a building permit: 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 3/1/2011 10 DRC—Comments °EQuai. EMPLOYMENT AND AFrnavi.4TIVF, (n'10N EMPLOYER" 3/l/2011 11 DRC—Comments "EQUAL EMPLOYMENT AND AFmt urivE (110N EMPLOYER" Northside LETTER OF TRANSMITTAL Date: February 09, 2011 To: City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 Attn: Reference: NES #: We Transmit: () Enclosed () Mail () Pick-up Sherry Watkins Clearwater Marine Aquarium 1031 () UPS Overnight O Courier (X) Hand Delivered () Per Your Request () For Your Review & Comment (X) For Your Use () For Your Approval () For Your Files () For Your Information Civil Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration 411'�Mmn� � LrLaJ (X) Originals (X) Prints () Addendum () Shop Drawings () Specifications (X) Applications () Floppy Disk Please feel free to contact me if you have questions or require additional information. Copies To: File 1031 juawdplBASO V 6UIPUPAd Renee Ruggiero-,-'S'enior —W."o'lekJanner 1101 0183, paAIWO'd I�ui6!ap 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 Copies Date Description 12 02.09.11 Written Response to Incompleteness Letter 12 Revised Flex. Dev. — Comp -Infill Redevelopment A lications - w/ New Ltr s of Authorization 12 Civil Staking with Upper Level Site Plan (24" x 36" ) Signed & Sealed Please feel free to contact me if you have questions or require additional information. Copies To: File 1031 juawdplBASO V 6UIPUPAd Renee Ruggiero-,-'S'enior —W."o'lekJanner 1101 0183, paAIWO'd I�ui6!ap 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 Northsffle February 9, 2011 Robert G. Tefft Development Review Manager City of Clearwater Planning and Development Department 100 S. Myrtle Avenue, #210 Clearwater, FL 33756 RE: FLD2011-02006 - 249 Windward Passage Response to Letter of Incompleteness NES# 1031 Dear Mr. Tefft: Civil Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration The following information is provided in response to the Letter of Incompleteness dated February 7, 2011 received from you. 1. NES Response: Please see new Affidavit to Authorize Agent containing the signature of Mr. Frank Dame, Executive Vice President and C.E.O. of the Clearwater Marine Aquarium. 2. NES Response: Please see revised application which provides the corrected parcel number as per your request. 3. NES Response: Please see new Affidavit to Authorize Agent which appoints Joe Burdette, Housh Ghovaee and Renee Ruggiero as representatives for the project. 4. NES Response: Please see revised NES Letter of Authorization which states Housh Ghovaee is authorized to act as an agent for Clearwater Marine Aquarium and is signed by Mr. Frank Dame, Executive Vice President and C.E.O. of the Clearwater Marine Aquarium. 5. NES Response: Please see written response and revised plan sheet provided separately by the Architect. 6. NES Response: Please see additional civil plan sheet which is titled "Staking with Upper Level" and contains a depiction of the bleacher area and new pool on the upper level as per your request. Thank for the opportunity to address the outstanding issues; I trust this information will be sufficient to allow the project to move forward. However, should you require additional information or clarification, please contact me and I will respond immediately to any outstanding concerns or questions you may have. rely, Renee Ruggiero, Senior Proj Planner Original Received cc: NES file #1031 FEB 1 U 2011 300 South Belcher Road Planning & Development Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 ouT Inside Out Group, Inc Inside Out Construction, Inc 812 Louden Avenue Dunedin, FL 34698 Phone: 727-734-3673 /Fax: 727-733-5249 Email: insideoutfcilioa-ioc.com February 8, 2011 Mr. Robert G. Tefft Development Review Manager Planning & Development Department City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33758 Re: Letter of Incompleteness for FLD2011-02006 Clearwater Marine Aquarium 249 Windward Passage DEVELOPMENT REVIEW COMMENTS Planning & Development Department: 1. Frank Chivas is not listed by Clearwater Marine Aquarium, Inc. as a registered agent or office according to the Florida Department of State, Division of Corporations. As such, he is not authorized to sign the Affidavit to Authorize Agent. See revised application documents supplied by others The application lists three (3) parcel identification numbers, the second number does not include all of the necessary digits. See revised application documents supplied by others 3. The Affidavit to Authorize Agent does not appoint either Joe Burdette or Renee Ruggiero as an agent for the project despite them being listed as agents for the project. See revised application documents supplied by others 4. The separate letter of authorization does not denote whom Housh Ghovaee is being authorized to act on behalf of. Also, as previously noted, Frank Chivas is not authorized by Clearwater Marine Aquarium to sign this letter. See revised application documents supplied by others 5. Sheet A3 denotes that the three (3) drawings are existing; however the proposed improvements are depicted. Sheet A3 has been revised to show only the existing areas of the structure and the occupant loads associated with those areas, See Sheet A3. 6. Only the architectural elevations and proposed roof plan depict the proposed "stadium". For clarity, can the "stadium" be depicted on the site plan (C3.1) as well? See revised application documents supplied by others If you have any questions, please contact this office. Thank you. Sincerely, Mert Weimer AR2955 Original Received FEB 10 2011 Planning & Development PLANNING & DEVELOPMENT CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 February 7, 2011 Housh Ghovaee Northside Engineering Services, Inc. 300 S. Belcher Road Clearwater, FL 33765 Re: Letter of Incompleteness for FLD2011-02006 (249 Windward Passage) Dear Mr. Ghovaee: The Planning and Development Department staff has entered your application into the Department's filing system and assigned the case number FLD2011-02006. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. Frank Chivas is not listed by Clearwater Marine Aquarium, Inc as a registered agent or office according to the Florida Department of State, Division of Corporations. As such, he is not authorized to sign the Affidavit to Authorize Agent. 2. The application lists three (3) parcel identification numbers, the second number does not include all of the necessary digits. 3. The Affidavit to Authorize Agent does not appoint either Joe Burdette or Renee Ruggiero as an agent for the project, depite them being listed as agents for the project. 4. The seperate letter of authorization does not denote whom Housh Ghovaee is being authorized to act on behalf of. Also, as previously noted, Frank Chivas is not authorized by Clearwater Marine Aquarium to sign this letter. 5. Sheet A3 denotes that the three drawings are existing; however the proposed improvements are depicted. 6. Only the architectural elevations and proposed roof plan depict the proposed "stadium". For clarity, can the "stadium" be depicted on the site plan (C3.1) as well? Pursuant to Community Development Code Section 4-202, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Thursday, Februay 10, 2011. Should you have any questions, please do not hesitate to contact me. Sincerely, 'G Robert G. Tefft, Development Review Manager Phone: 727-562-4539 ( Fax: 727-562-4865 E -Mail: L•obert.te.fft(a)mycleanvater.com i.. A Clearwater Planning Department 100 South Myrtle Avenue CleanAfater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE$ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 07/11/2008) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: Address & Phone AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Clearwater Marine Aquarium, Inc. 249 Windward Passage, Clearwater, FL 33767-2244 FAX NUMBER 727-480-6704 EMAIL: Frank@tbi.net Clearwater Marine Aquarium, Inc. uUG Out uGl-t-C, t U11 U7 V'v J , L / /- Do-YDLo C-IllCi11: 11U11LdL0CLUl. UUIII 618 Pin_eland Ave, Belleair, FL Housh_ Northside Engineering Services, Inc. Renee Ruggiero CEO Renee Ruggiero, Senior Project Planner 300 S. Belcher Road, Clearwater, FL 33765 727-443-2869 FAX NUMBER: 727-446-8036 Renee 727-235-8475 EMAIL: Renee@northsideengineering.net B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Clearwater Marine Aquarium, Inc. PROJECT VALUATION: $ 2,000,000.00 STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): 249 Windward Passage, Clearwater, FL 33767-2244 08-29-15-00000-130-0'700;08-29-15-43380-003-0070 and 08-29-15-43380-003-0050 4.53 Acres PARCEL SIZE (square feet): 197,167 S F See Attached Legal Description Indoor Recreation/Entertainment DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) See Attached Narrative C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11.doc Page' of 8 Original Received MAR 14 2011 Planning & Developnwt DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TqR), 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) Q[ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ❑ 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA– Explain hour each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Attached Narrative 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See Attached Narrative 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. See Attached Narrative 4. The proposed development is designed to minimize traffic congestion. See Attached Narrative 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See Attached Narrative 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See Attached Narrative C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-1 i.doc Page 2 of 8 Original Received MAR 14 2011 Planning & Development WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ❑ Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. See Attached Narrative 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district See Attached Narrative 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. See Attached Narrative 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. See Attached Narrative 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; G. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. See Attached Narrative 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. See Attached Narrative C:\Documents and Setting s\derek.ferguson\Desktop\planni Pagep3 forms 0708\Comprehensive Infill ng naF De' 11.doc MAR 14 2011 planning & Development E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; ❑ All adjacent streets and municipal storm systems; ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. O Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. O COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): RMR — Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) N SIGNED AND SEALED SURVEY (including legal description of property) – One original and 14 copies; M TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) –please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; Per Rick Albee at BPRC Tree Inventory Not Required for this Project 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 engineerrii�g principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; A Ig 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; Original Received MAR 14 1011 Planning & DeydappW C:\Documents and Settings\derek.ferguson\Desktop\pianning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11.doc Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) LY SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; 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; 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 #7011; Location of all landscape material; Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a Level Two approval. I& 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 & driveways, _ expressed in square feet & percentage of the paved vehicular area; 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. 3 REDUCED COLOR SITE PLAN to scale (8 %X 11); EXISTING REQUIRED PROPOSED See Site Data Table on Civil Plan Sets Of 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; Original Received MAR 14 71911 C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) N LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant _ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and _ protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8'/ X 11); [ff 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. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Ca BUILDING ELEVATION DRAWINGS —with the following information: All sides of all buildings Dimensioned Colors (provide one full sized set of colored elevations) Materials 10 REDUCED BUILDING ELEVATIONS —same as above to scale on 8 %X 11 J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) Not a Part of this Application and Request ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed orto remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials -and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project (OWN��C��tvC,td Page 6 of 8 MAR 14 2011 PWnM & DeMopmeo K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) (I 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): RMR Traffic Impact Study is included. The study must include a summary table of pre- and post -development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST- BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Cl Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. RMR Fire Flow Calculations/Water Study is not required. N/A per Meeting with Fire (Chief Rickard and Insp CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY PINE Sworn to and subscribed before mee this day of Z� _ A.D. 20 to me and/or by &;ql /Z , who is personally.known-has p or duced as fication.. L Nof3ry public, My commission expires C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensi a Infill Project (FLD) 2008 07-11.doc Page 7 of®riglnal Recelve�' rravA WK MAR 14 2011 Planning & Development My cx>SatsstON a =W"ssa MagMS: naceo&o IL2t2 1.006SaiYrA»' m -u '"ems.CA er N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: Clearwater Marine Aquarium, Inc. 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 249 Windward Passage, Clearwater, FL 3. That this property constitutes the property for which a request for a: (describe request) Comprehensive Infill Redevelopment Application associated with redevelopment of the Clearwater Marine Aquarium 4. That the undersigned (has/have) appointed and (does/do) appoint: Joe Burdette, Consus Group, LLC Housh Ghovaee and Renee Ruggiero, Northside Engineering Services, Inc. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. orrect. That the undersigned authority, hereby certify that, the foregoing is true and correct- //(1/we), V, perty Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this _ day of Q5 6 personally appearedA2 nA who having been first duly sworn m Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. L,ESUE F.'KOVAK IdY C01d1: D'=N W i t. 2312 t -- r p,�ptlda: Daoct&rr 1 �. 30t1 -4 0 ,1 �1 &po,sp iao�a+ It o� c. Nota7Publi7 Signare Notary Seal/Stamp My Commission Expires: ' Original Rec®iv@d MAR 14 7011 Planning & Dev C:\Documents and Settingslderek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11.doc Page 8 of 8 LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovaee (agent Name) with Northside Engineering Services, Inc. to act as an agent for Clearwater Marine Aquarium Inc. (Property Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at 249 Windward Passage, Clearwater, FL. 33767-2244 (Property Location) Signature of Property Owner Address of Property Owner City/State/Zip Code Print Name of Property Owner 5A Title 7 z- !Y — V I( I -- 1 -7 q D Telephone Number State of The foregoing instrument was acknowledge before me this day County of ��1G�'?�' of 20_jj_, by as C •i/il who is personally known to me or who has produced as identification and who did (did not) take an oath. LtSLIE F, IdOVAIC UyCOWASSMIODM556 Notary Public if ENPUM: DX*XbW IL20U (S nature) Aaim v �w Commission # D�D (SEAL ABOVE) jLEfLfL,F. fou (Name of Notary Typed, Printed or Stamped) Original Received MAR 14 7011 Planning & •'� �rwilwwi. » q . ' ` _�' �� _ r•� .rpt �++.. r.arartiY ..p M btcatary�yp _tttt� tl . . y 8G2 t g89 7D.R. 63196 t 799 GITY 0P C.LEARWATER dEEDOFC1INVEYANCE `Pitt STf TF OF FLORIDA r' • i CgCiNlY OF PINELLAS SEP is 5 JC c THIS INDRNTURi:, mads the 12kh day of Septcmbor A. D. 19-86 p w th rr[p� Y 0 •CCLLQ� W i I oR1[tA a mut tc! sl coy ration, rt ' of the first a an`�� anem 1fARINE SCID b�� (:�tr�i•y f, NC' a l�l.pnot. �ur f 1 p an n"f' s " L u t of INC U unrl rat and ataFloridadS,d o: fl 3;7".a PFT s tvhose mailin • addrtss Is. WITNESSETH, Thyt the I= of List firer part, for and in considerNttan of the sura of ntt DoUm and other good srtd valwilt le considuiation to it in hand paid by suid pun`!— of life seermd part, ac or before the eneraling xnd .lelivery of rhasa prescritc, the rectipt whereof is hereby irknowled •ed,ba& rant- �!�� rnld. couva)yti antl conBrror unto the said part;r•._--of the second Prrr. a Id to�F 9A�jp�iini' Aw3:,t fo:erer. ill rha fnllotviitgg�pplett. Faxe!. lit or reser of lauti, situate, lying and bring in the County of PtneIlas and Stats of Fiori&, aart described as follows, to•wir. J see VxnilAt A nt.tn;:h•:d hOrt-t-a and mrirlr; rt part hrr:a,C. 01 Gash I 8163Scct. to the r:urrict:iauc nnrl liraiLUCirnn wr` Co:t•b In Brhibxt tl. to Rev L a DS .. is . 1. IatM :rot _ k>r•5f1 ti YJ .;.r%1'�• /"`` fj;� TOGETHER WITH A anti stnplar the renemenu„ i ZiMitaments and apportanrst' s therettttu belonging e: appertaining; ant! ,�•:cry right, titre or !ntervst, legal or erluit %bit. of the said party ,tor first pan o[, in and •• to the Same. 3tice,mgnors TO HAVE AND TO HCXX) Lite ,amt unto the saiS part 'i of the second part. Jr�r1• iS and arsgns. to _irst._,.,.....rnt•t prrpr* Ltsc, bent. -St and behoof forrter. IN WITNESS tC:I1:.RHU1 , -.hr said party of der ilm par. It roused these Freiems to be executed in its name by its City C ii; ,Uerk, countcrs'.y-nvd by iti Mayor Commissioner. and apptrnrd as c' faro- and eorncrne;t by itt City Auatnr+•, and !re ccrporate seal to he hereunto artanhed. the da;• anti rear lust abuse tvt!tten. n- CITY lrF�jl.EA A'1 ER, pt•t Coon • sitttteLid jj~� r 'ty .uwmtsiim?• • , �C!tr Clerk., •- Shelled, staled and delipaindin prenrnee of. SPATE. OF FLOI, ID ,% COUNTY OF PINFLI AS A rar,•1 as tq rano a, �rcorrecytc :r t:} Atrnrne•: ' 1 t 2—':"l �• uki•min•t' I HEREBY CERTIFY. that nn this r._..day •sl .\. U. 19 ttt, }•cinrc we persona!Evarinearrd.Uhl'.J'S.n:_'...:.L�.tLt�).%r'�k..t, ;1, i,. tit'lli;-iltt'!t, Jr�, C'1•nt:-!.'1 r',. Ght•tlr^t+n ,ttttt :' KOM,n+pcc:a'rlrCityManaGer.r::rt ara+rrci.. Citv Clerk and N a et nm,nitt u,te- of Life City of C::eartvat•:. •. rnwuspal mirorarlon -%6Vnu :nn& -T -he lasts of the State of Fltir+da. to na I.nown ns be the inditidu.d! and i itltet, dcsctibcd to ,rad %% Ito exert::ri Ac 'n: e• going conveyance, and :evrT% ici nmvledeed the execution rhetc-nf tv be rheic free •t+: n.i &. J ut strh ufficcrs nccrunto null auccantced. ind chit thr nfftciai —al ui sald manic -pal cor"ontrtnn is du!c .14wd thereto• and the.said ^ot:c,vantr t, ;hs: alt and Bred :.t' i.td corpuratinn. WI -NESS mt stpnatu-e and official seal at dearwan•r in the Counn of Pmcllas ant' S!atr of Ffonda the day en�1 year last above K7 tract. Vutarl Pu >.ir itard of r on a it L,Lrrr • j �, Niv Comin6siur r lres: t tW" Dubh- Stats o! Both t . ,•' Nr Gw,cintioo.Gprts Jinx 18. LM le v•a rr• v . Original Received MAR 14 2011 G4 r;r ,tp e,•...�� ,•err �.:.::.. _ .u'�ri!j;V: t�'•��'•+?���,,f1l�Pil:',•'��•,j:rv,i�i'`,;,tt�)l •;•,•.: , .�: t f r:.�• i�•.��h•���aa��4j'l": rjL i?p� f:,.. �.iat �flia�l tt'1 J!I�F} r: r 2 o.R-OM PAU Boll u q� ilRl3rnl PTTOW Frors +:hs: Sou tbwosLori y corner Rf ^caCl. A of Unit 2, Island EstatT:z of Claartlater (Plat AuoY 47, pa,jes 19A and 20, Public RccorOp of Pinullas County, Florida), run N 49'23'41" Iv, along the IJorthc•xly right-of-way line of Clearwetar CAu a-sday, 57!,.00 Ecim fcr a Poinl . of Baginningj thance conLinup N 49°23141" W, along st.me lira, 482.06 fvutr thonce run 9 40°36119" W, 147.5n Lamet along tnn outer Fac" of a seawall; thence 94.26 63et along s rurve to the left, nlony� said Luce:, F,a,31m, 60.70 Trutt, internale nnglr: 9U 00'00"; theacst 9)'21J'al" F,.362.00 Leet along said f,tce; Lher,re 94.:6 fact along a curv.- to the left, along eaid fat-*, Radio-, 00.00 fent, internnl antilc' 80°00100"; f-Jienc•c fl 40"36'19' E:, 147.50 fuel. Lo Hen Point o1 Hec.inning. SUBJECT 1110 sa".trict.ionn and limitations snL forth in Exhibit D. 3g �,36, NXIMITT n Vit: ;', 1.1 t��, ,:;a:;,�,:.::.,.,•. r:. ri....•.�,,h ,:.:, ','. "1. ��., •',: F,'.i...,..';Ij11 .f :�1ll.i. ,• ;, ...A. :t;i Original RecoiV MAR 14 2011 Planning & DWdOPW I RESTRIOM 1i$ Atdp LINITA0013 sxllit IT s ®ngmal Received PAR �flr Plug & Development i `L I SUWF_C!• TO T11H FOLLMINCf Thi piirry .of the second part. rind its Aucceiaeora and aaaigns shall dovote t'h- use OL'the 1:1nds :;nnvoyed herni'n solely to thn bXbOnsion of the Claarwat�r Marina Sc.ianco Center facility, and If any.pol tion c.r tne,l:indo cnfiveyed horoin should nvt•r bu uriuii for arty. purpou other.thnn a Murine Selanw Center, not for profit, the title of said lands shall auvomatien)ly ravort to thnZity .af Clcaraator, uubject.Lo, any 11e+ns.or encumbranca3 tPerejon. Ti..- City cif C14,nrWAL4r shall hdV t%e 61it•.i.on t0 BPrtsty, ie, livnn and.aneuinbraricos P,& said lHnds, but nor tho obligation to do so. ALSO TO 'THY 1•'OLLOWINur Neither tet? Ivirry of t.hr.• sr.:.•ond Fort nor its ? cauccr:anors of asbJclns sha1,1 oto:r rc:at rhrr j .. proporiy to be nnc;uniberrd by any mortgog.a Tion or q other'1:rift os 1Lons tor. -any AAh)Unt excuodinu, in J ten rtgyrrgaln, $000,JU0.00 rt any one _wt3, and Luis d ; proviiijon shall Jx1 a covonnnt rtinning with the. lead, Ln.: brWA61 at Which nhu11'rusult in .1 rvv,rniun of th-i gr%7lrr1:1.y t'(w'thei city or Clearwater free and c1•anr of nit Iittns excopt i for h mt r.tgayv..laon at tlanu 1fi•':'ho"uggreanto, principtIl.dmoynt or $600,000,00 or lnsn. This covolimit shall. oxpird upon .ttir Cl;arwatur. Marine �' Srien. s Ow-t.al"n obvn ini nq i .const ructwn l odn for ter OC coneumnat.ing thai t-hpnnsion plans of rhe C1i:?r.nt�� ,Karina &citncu Centor. 3UBJECT TO. a)1 mvonani s and t-:il rirttona yf record, inclveir,q ap onnririnni decid in favor of PI .ride Power Corpri•..•i4n;a8 rdcorded'on duly 12, 1981; An offiviiil Rocor'it Ropit .1A01, poclv [016, oi' the Public 114— ordif or-Pi.i.-llaii County, vioricia. sxllit IT s ®ngmal Received PAR �flr Plug & Development i `L I 0.L63i9R11Y $M kLSO SUBJECT 170 n nun=axclueive onsament which is retained by the Grantor ovi•r .rhr follnwing tiwntrril>Pd profmrty for aldowalk, draluago, utilitbris and aCnea9, And for the perking of not more tnnn'twenty-two (22) motor ehiclea) From the Southwesterly corner of Tract A of Unit'2,.Island NstotNs of Cl(11Azwntar iPlat Beek 47, pngtah 19A and 20, Public W.cords of Pinellas County, frlorida) run N 49' 23141" W along tht: North•:rly right-of-way lino of Clearwater Caueeway, 575.00 fact fur a Point of Beginning ►11 thence :ontifioa• N 49°23141" W along name line, -4e2.00 fent'l thence run IS 40°36'19" W, 147x50 foHt alonq the outer face of a 9t-Awni11 thence run 94.26 feet along A curve to the left, along said face, Radius.60.00 feet, lnturnnl angle 90°001001; thonce run S 49023141" E, 362.00 fnot along said feed thcnre run 94.26 fiat alonq a ourvo Lo.thcr left-, alonq -said face, Radius 60.;_o+✓`Yu4t, internn.1 Angle 90`00100"; thah,,o rur, N a0°36119"' 0, 147.50 Pett to the Point of 14-gineeing )1; LESS AND LX"PT the fallowing daucrir>F,d ::gnat; 'From the nsi.d 5outhwoeter.ly coenor of Tract A t,a ilntr. 2, ]eland Lntatce of Clunrwutor, run N 49°23141" W along tho Northerly righL-of-wny l.tnki oC Cicarwat.r Cauuaway, 575.Ou refit, thence cookinuo N 49° 23'41" W, Along crime ltnt+, 61.50fer•t1 thonve run S 400 36' 19" W, ;:11.00 lett tar a Point of Pinjinning 42; 1_tinnuu run 11 49"23' 41" 14, 206:00 ft!eL; theme)) run S 37'4!)'38"'%V, v.28 fuel; 1.hanuri run 1.4 52°14'22" W, tf..73 rant: thence run N W 45' 39" R, 10.12 fact; "tt.:n.:t• run h W2.041" W, 139.00 fey+t; thenre run 8 4003b'19" W, 135.50 fou L; thence run 8 44'23141" 9,.28.25 font'; Llit•ai:r: i uc f 411"36' 19" W, 35.50 1vkL; thence run. S 49"23141" N, 301.50 frrrl thence run N 41J" ' 19" E, 36.50 feet; then".).. run : 49''l"3'91" !., 10. Ou f-.n:t ; thoncn run N 40-36119" L•', 134,. -id [bill Lu .Lhi, Poi nt or l(.ginn3ng02; TOORTNt,t WITH tba right Lo aLt.nch pf,•rA nail docks to 1•hn senwhl]. )nd*mnintain the. p),•rs And th7i:X4. Tho re•.,_rt,.r provision caL fol Lh ha•, t,o.•n ircludnd as required by Chanter 86•-34'5, Lawn of Florida, glacial Acts of 1986, and is binding opo): rho •;nrt-, of i,h•'t :xrand part and Its succonnorH rand annia.is. I�1 0 RXIIIBIT B -1 Original Received MAR 14 7011 Planning & Deveioment • FEW NOTElThIs Il'imof a.laily! K1 1 SW'ly -Car. Traci A lialf. z 1111044 VVICIAS. I 0 h1 ev H'.40GU'jq"Er 447.5e - 4 a 60.06' I 40 36 1B w 135-50 `���\�� 'R.60.0r), S'40036' 19"W 147.56' Onginal Receivo ll -g \ -�4 d CL ti in 'WA MARINA Y. 111JO z IF84 V cd 40 36 1B w 135-50 `���\�� 'R.60.0r), S'40036' 19"W 147.56' Onginal Receivo 'I•as ID Numb r of Polio Numbx or Propcny: 08-29-1543380-003-0060 Grantee's Social Security Number or Tax 11) Number 23-7242598 Prepared by ane ,\17MR RL'CORDING RETURN TO. Pore• to CemO•. liaquirc Powell. Came)'. }Iq•c S Silrcnlein. P,\ r Poll OffccBox 1689 JL Pcurslowg Florida 33731.1689 --V68 0Q -29-15 - "i369do-o::)3- c),� o 99-143738 MRY— 3-1999 12:0 9Pn PINELLAS CO SK 10500 PG 335 1111111111111111111111111111111111111111III III I -t.60 _0 SPECIAL WARRANTY DEEB NATIONSBANK, N,A., a national banking association, success4rIty mergei- f o BARNETT N.A., successor by merger to BARNETT BANK OF PINELLAS tOUKT'Y ("Grantor") ........ whose address is 100 North Tampa Street, Suite 1700, FL1-007-17-04, Tampa, -Florida 33602, for --..and in consideration of the suln of TEN AND NO/100 D&,' ARS ($10.00) paid to Grantor and aother good and valuable consideration, the receipt and suffiiciency of which ate hereby acknowledged, `�` a�-'has GRANTED, SOLD and CONVEYED and does lie?eby GkA'N1`s'9ELL and CONVEY unto .-._CLEARWATER MARINE AQUARIUM, INC., a Flonida;•naf-for,\-Profit corporation ("Grantee") whose address is 249 Windward Passage, Cleafivier, F'IoYid'a 33767, in fee simple, that certain land located in Pinellas County, Florida, being, mere,pMi ulatay,described in Exhibit A, attached hereto Y and incorporated herein by reference, tdgEthe'rwith'a11'imp'rovements, if any, located on such land (such land and improvements being coil4etively rdferred'to as the "Property"). This conveyance is mAde and aceiap etf ublect to all matters (tile "Permitted Exceptions") set forth in Exhibit B, attached iierpto'and incorporated herein by reference. TO HAVE ANIS 1'013OLD the Property, together with all and singular the rights and appurtenances pertainrng tJtr3l etoJncluding all of Grantor's right, title and interest in and to adjacent streets, alleys and rOt5,of--way, subject to the Permitted Exceptions, unto Grantee and Grantee's heirs, successbrs,afnd as§igns forever. And Grantor hereby covenants with Grantee that, except as above noted; that at.tli� tnll�of the delivery of this Special Warranty Deed the Property was free from all encumbrances mail$ by it and that Grantor will warrant and defend the same against the lawful claim't"And demands bf all persons claiming by, through or under Grantor, but against none other. ' - Egypt for the limited warranty oftitle, GRANTEE ACKNOWLEDGES THAT GRANTOR HAS NOT M:ADE, DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS 'ATNY REPRESENTATIONS, WARRANTIES, PROMISES, COVENANTS, AGREEMENTS OR GOARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, WHETHER EXPRESS OR 1J1?' LIED, ORAL OR WRITTEN, PAST, PRESENT OR FUTURE, OF, AS TO, CONCERNING _,OR WITH RESPECT TO (A) THE VALUE, NATURE, QUALITY OR CONDITION OF THE PROPERTY, INCLUDING, WITHOUT LIMITATION, THE WATER, SOIL AND GEOLOGY, (B) THE INCOME TO BE DERIVED FROM THE PROPERTY, (C) THE SUITABILITY OFTHE LAWUM 8103900C.CMA 003 Wpd Original Received Special Wananly Deed MAR 14101111 Planning & Dei► ti�f Y' PINELLAS COUNTY FLA. OFF .REC .BK 10500 PO 336 PROPERTY FOR ANY AND ALL ACTIVITIES AND (USES WHICH GRANTEE MAY CONDUCT THEREON, (D) THE COMPLIANCE OF OR BY THE PROPERTY OR ITS OPERATION WITH ANY LAWS, RULES, ORDINANCES OR REGULATIONS OF ANY APPLICABLE GOVERNMENTAL AUTHORITY OR BODY, (E) THE HABITABILITY; MERCHANTABILITY, MARKETABILITY, PROFITABILITY OR FITNESS PARTICULAR PURPOSE OF THE PROPERTY, (F) THE MANNER OR QUALITY OF, -THE CONSTRUCTION OR MATERIALS, 1F ANY, INCORPORATED INTO THE PR6P�RW,' (G) THE MANNER, QUALITY, STATE OF REPAIR OR LACK OF REPAIR 01 iili PROPERTY, OR (H) ANY OTHER MATTER WITH RESPECT TO THE PROPERTY,\ ANQ SPECIFICALLY, THAT GRANTOR HAS NOT MADE, DOES NOTA MA.K13 \\AI ' SPECIFICALLYDISCLAIMS ANYREPRESENTATIONS REGARDING COkkIANCE WITH ANY ENVIRONMENTAL PROTECTION, POLLUTION OR LANI fSE `ZONING' AND DEVELOPMENT OF REGIONAL IMPACT LAWS, RULES, REGQ; ATIONS., ORDERS OR REQUIREMENTS, INCLUDING THE DISPOSAL OR EXISTENCE, INS bR ON THE PROPERTY, OF ANY HAZARDOUS MATERIALS, WASTES OR'StBI TA1 tES DEFINED i IN ANY FEDERAL, STATE OR LOCAL LAWS OR ANY OTHER SPECK LtY` REGULATED MATERIALS INCLUDING, BUT NOT LIMITED TO, ASBESTOS, PETROLEUM PRODUCTS, POLYCHLORINATED BIPHENYL, OR RADON GAS, EXCEPT THE WARRANTY OF TITLE. EXPRESSLY SET FORTH HEREIN. GRANTFI�,TUgTIIE12 ACKNOWLEDGES THAT TO THE MAXIMUM EXTENT PERMITTED BY LAV ,",Mg SAI E OF THE PROPERTY IS MADE ON AN "AS IS" CONDITION AND BASIS,,WITH'.&L,�,P LILTS. By acceptance of this Special,W-arranty b��ct, �rantee agrees to and accepts all of the forgoing matters. EXECUTED on the date set\foi-tl in, the acknowledgment attached hereto to be effective as of the 30B—' day of April, 1999.; - - Signed, scaled and dclivrtcd'i� the presence of: NationsBank, N.A., a national banking I-• association, successor by merger to Barnett Bank V��tn`✓d'1, 1;' N.A., successor by merger to Barnett Bank of (Signature -of -Witness), Pinellas County Christgpher Te`n,6w ],1, Jr. (Print Itlame of Witness) " By: (� �; t" ` Gerald P. Adem C7� Senior Vice President , �!�;nat4,fe,of Witness) Shai nn -E: Taylor (CORPORATE SEAL) (1'�int Name of Witness) Address: 100 North Tampa Street, Suite .1100 FL1-007-17-04 Tampa, Florida 33602 LAM'U:W 13 0 M0C.CMA.003.wpd Special Warranty Deed Original Received 2 MAR 14 2011 Planning & Dever :,�-., STATE OF FLORIDA COUNTY OF HILLSBOROUGH i The foregoing instrument was acknowledged before me on the 28th day of April, 199-9 by Gerald P. Ademy as Senior Vice President of NATIONSBANIC, N.A., a national banking f . association, successor by merger to Barnett Bank, N.A., successor by merger to BarnettBaak,of. Pinellas County, on behalf of the association. He M is personally known to me or 0 has produced, as identification. 44 SNARI suzANNE mRrrTON .: MYCOMMISSION8CC808058 Nine; Shari uzanne A Britton^� EXPIRES: Febmary 10, 2003 ••fiif,h aatadThNNotary pubkUndamilen NOTARYPUBLIC, State of F1d'r da.' ` Serial Number (if any) CG $.a BV' My CommissionEXpires: 2110/03 LAM'U:W 810391DOC.CMA.003.wpd Special WarranN Deed Original Received 3 MAR 14 2011 PA NELLAS COUNTY FLA. OFF',REC,BK 10500 PO 336 EXHIBIT A LAND - - - Lots 6, 7 and 8, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER,_,`, according to the map or plat thereof as recorded in Plat Book 51, Page 34,,of the Public Records of Pinellas County, Florida. I , I j i i I LAM'U:W B103W0C.CMA.003.wpd ! { Special Warranty Deed . . Original Received MAR 14 2011 Planning & Develoi)MeA 473� 2, tj 4. 5. 6, 7. S. PINELLAS COUNTY FLA, OFF.REC,BK 10500 PG 339 EXBIBIT B PERMITTED EXCEPTIONS TO DEED '---- Rights of parties in possession, if any. , Governmental rights of police power or eminent domain unless notice ofthe,exePcise ONu'cl�'. rights appears in the public records as of the date hereof; and the consequgges of any,14w, ordinance or governmental regulation including, but not limited to, -building and zo'ni'ng ordinances. Defects, liens, encumbrances, adverse claims or other matters 1)1 of known p the Grantor and not shown by the public records but known to the Grantee as o�,thedaWHereof and not disclosed in writing by the Grantee to the Grantor prior to the date heredf 2j resulting in no loss or damage to the Grantee; or 3) attaching or cteated subsequent to the effective date hereof. Visible and apparent easements and all underground q'a§em'enls',If any, the existence of which may arise by unrecorded grant or by use:; Any and all unrecorded leases, if arty, acid rigFit�'ofparties therein. Taxes and assessments forjlrrtyear-()fclosjnS and subsequent years. All valid and enforceable c�ven� s, liens, encumbrances, defects, easements and other gh,' !i/�rthe public record. matters, if any, os All matterg which wc3uld'be�isclosed by an accurate survey performed as of the date of this Deed. I � � lAM'U:W BW91D0C.CMA.003.wpd Special Warranty Deed Original Received MAR 14 7011 planning & Developffog I#: 2010338511 BK: 17103 PG: 1760, 12/02/2010 at 04:41 PM, RECORDING 2 PAGEq $:1'8,50 D'DOC STAMP COLLECTION $2170 KEN BURKE, CLERK OF COURT PINELLP COUNTY, FL BY DEPUTY CLERK: CLKDMC9 PREPARED BY AND RETURN TO: THOMAS C. NASH, II, Esquire Macfarlane Ferguson & McMullen 625 Court Street, Suite 200 Post Office Box 1669 (33757) Clearwater, Florida 33756 OS - 29 - I5 - Li33SO- C -leo 4 ; .-L WARRANTY DEED THIS INDENTURE made this Ar,� day of December, 2010, by and between HARBOUR i ESTATES, L.L.C., a Florida limited liability company, of the County of Pinellas, in the State, bf = Florida, Party of the First Part, whose mailing address is 219 Windward Passage, Clearwater, FL 3'3167, and CLEARWATER MARINE AQUARIUM, INC., a Florida not for profit corporation of the'' County of Pinellas, in the State of Florida, Party of the Second Part, whose mailing address is 249 Windward Passage, Clearwater, FL 33767. ' WITNESSETH: ` That the said Party of the First Part, for and in considyraCwaf ttie titan o\KTen Dollars ($10.00) to them in hand paid by the said Party of the Second Part, t) e,receipt whS &,of ix hereby acknowledged, has granted, bargained and sold to the said Party of the Sccoi d110, them Heirs and assigns forever, the following described land, situate lying and being'i the Cottgty of Pinellas, State of Florida, to -wit: PARCEL I: The East 60 feet of Lot 6,ldck Cf) ,3LAN]} )STATES OF CLEARWATER, UNIT FIVE,.dcc6rding tdthe map or plat thereof recorded in Plat B9ek 5_1,-Page\34, of the Public R.eeprda of Pinellas County, Florida,',,' TOGETHI✓R VJ,i')1 H the non,ekclusive easement created by Reciprocal Easements and A aintenance Agreement recorded in Official Recor'ds\Qodk 14343, Page 2050, and re-recorded in O.R. Boolt 1\371, -Page 1733, and re-recorded in O.R. Book 14381, Page 7f3J 6 of tthe Fairlie RCeords of Pinellas County, Florida. PA1i;E�� 1TG ` The West/50 feet of Lots one (1) and four (4) and all of Lot 5, Block C, `I�LA34 'ESTATES OF CLEARWATER, UNIT FIVE, according to the PI'at thereof, recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. Subject to 2011 real estate taxes, restrictions, reservations and easements of record. Parcel I,D. No. 08/29/15/43380/003/0050 Original Received MAR 141011 Planning & Developmen PINELLAS COUNTY FL OFF. REC. BK 17103 PG 1761 And the said Party of the First Part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Party of the First Part has hereunto set their hand and seal the day and year first above written. Signed, Sealed and Delivered in Our Presence: Print Name 471 A"T Print Name WA7141d HARBOUR ESTATES, L.L.C, a Florida limited liability company _ By: HARBOUR WATCH, L.L.C., a limited liability company, its Managing Member ; By: WEATHERSTONE DEVELOPMENT', CORP., a Florida corporation, its Managing Member By:. FREDERICK H. WICK;. President F2. STATE OF FLORIDA ` - COUNTY OF PINELLAS I HEREBY CERTIFY, that qn this daj,pe(sonally appeared before me, an officer duly authorized to administer oaths and take aphnowl�dgments, FREDERICK H. HARDWICK, President, Weatherstone Developrnept)(.Pt-p., a Florida corporation, to me personally known or who has produced - - as identification, and known to me to be the individual(s) dcsci°ib@d. in\ and who executed the foregoing instrument and acknowledged before me that he exe44ed the'same for the purposes therein expressed. i %I WITNESS' iy handd`and offipi3f seal at Clearwater, said County and State s day of December, 2010 _ Notary Public Print Name My Commission Expires: err Notary Rdc stale of FW* rllo na II Myammuton Cmssbn DD838B18 Expires 03/1412011 HADW,URELWOLLEdlubm Ee OwMuimAquMulnd.dx Original Received MAR 14 201) Planning & Qeveluprni inw LEGAL DESCRIPTION/ LEGAL DESCRIPTION From the Southwesterly corner of Tract A of Unit 2, Island Estates of Clearwater (Plat Book 47, pages 19A and 20, Public Records of Pinellas County, Florida) , run N 49°2349" W, along the Northerly right-of-way line of Clearwater Causeway 575.00 feet for a Point of Beginning; thence continue N 49°23'41" W, along same line, 482.00 feet; thence run S 40°36'99" W, 147.50 feet along the outer face of a seawall; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90°00'00'; thence S 49234 1 " E, 362.00 feet along said face - thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet internal angle 90°00'00" thence N 40°36'19" E, 147.50 feet to the Point of Beginning. TOGETHER WITH Lots 5, 6, 7 and 8, and the West 50 feet of Lots I and 4, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER, according to the Plat thereof as recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. Original Received MAR 14 2011 Planning & Development t Northside EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECT Clearwater Marine Aquarium, Inc. 249 Windward Passage Discussion: Civil Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater- Management Utility Design Traffic Construction Administration The subject site is an aggregate of 4.53 acres and is comprised of three parcels, two of which are occupied by the existing marine aquarium and rehabilitation center for aquatic wildlife. The third parcel (located to the east) which is currently a vacant tract was acquired in 2010 with financial assistance from the City and will be the location of additional parking. The site is situated along the waterfront of Island Estates and is located within the Commercial (C) District. The Clearwater Marine Aquarium has existed at this location since 1978 and will continue to operate as a marine aquarium and rehabilitation center; this use does not vary from the permitted use. A recently produced Hollywood movie based on the story of Winter the dolphin is expected to draw tourists to the aquarium from around the world. In an effort to prepare and be a good neighbor, the Clearwater Marine Aquarium is proactively addressing future guest and staff parking demands due to the anticipated increase of expected patrons. A primary focus of the proposed new construction is to provide additional parking to the facility; the proposed renovation will include a relocated 105 -space surface parking lot to be located on the newly acquired parcel and a new 206- space three story parking garage to be constructed in the area which is currently surface parking. Bus parking for school field trips and other groups will be provided on the proposed surface lot. The second area of focus is the proposed renovation of the existing building; including the establishment of an identifiable main entrance, providing the building with a much needed face lift and interior renovations. The proposed work also includes enlarging Winter's live and play areas together with offering an expanded viewing opportunity for visitors. Original Received MAR 14 2011 1 Planning & Development C The proposed renovations and construction are within the allowable flexible standards with the exception of the proposed promenade along the waterfront; current development standards require decorative pavers meet the same setbacks as a building, placing this proposal into the Comprehensive In -fill Redevelopment Project category. Section B. Description of Request Specifically, the Applicant requests flexible development approval to permit the expansion of the Clearwater Marine Aquarium within the Commercial (C) District with the following: a. a Lot Area of 197,167 square feet (4.526 acres); b. a Lot Width of 546.30 feet along Windward Passage, 707.00 feet along the waterfront; c. a building height (above BFE) of 46.2 feet; d. a front (north) setback along Windward Passage of 15' to building (proposed garage) and 15'. to parking lot pavement; e. aside (east) setback of 7' to parking lot pavement and 181' to building; f. a side (west) setback of 10' to building (proposed garage); g. a side (north) setback of 5' to pavement, 25' to the dumpster enclosure and 30.6' to building (aquarium) h. a front (west) setback of 0' to the decorative brick promenade along the waterfront and 18' to buffer wall; i. a front (south) setback of 0' to the decorative brick promenade along the waterfront, and 12' to building (aquarium); j. a front (east) setback of 0'to the decorative brick promenade along the waterfront, and 18' to building (aquarium) k. ;providing a total of 3110 on-site parking spaces; 1. ' an impervious surface ratio of 0.84558 Original Received in. an F.A.R. of 0.26; o ZO MAR 14 7011 Planning & Developwnt ON n. allowing for an 8' high solid buffer wall surrounding the aquatic above ground tanks located along the west side of the aquarium building; o. approval of a two-year development order; as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-704.0 of the Code. Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the ; scale, bulk, coverage, density and character `of adjacent properties in which it is located. The aquarium has been a landmark at this location for approximately 33 years and has long been a good neighbor to the residents of Island Estates, the surrounding business owners and the community as a whole. The Aquarium is a redeveloped City water treatment plant. The proposed improvements seek to upgrade the facility, provide resources for heightened animal care, and reponse to increased public attendance due to the opening of the movie "Winter." The character of adjacent properties are mixed with residential townhomes to the west, a commercial parcel with a commercial building in the shape of an "outparcel" to the subject property, Residences at Windward Passage condominium to the north, as well as commercial retail closer to Island Way, and the Island Way Grill restaurant to the east. The area on which the aquarium facility is located is on a semi -circular shape which extends southerly into the water. The portions of the subject property adjacent to the neighboring parcels will be occupied by surface parking and the \ '0 Vx v parking garage pro- irding rasitionnom the other commercial uses to the R Aquarium. Island Estates is of residential, office and commercial parcels with varying heights as can be viewed across the causeway. ,The proposed height of the parking garage at 31' is reasonable as adjoining residential parcels ,would be allowed heights of up to 50' (through residential infill approval). The outdoor stadium and its associated suncover is located closest to the aquarium's proposed parking lot and the adjacent commercial property to minimize the impact to the nearby residential uses. The "outparcel" property has a two-story building and the other marina -based uses on the properties to the southwest support a \,,\O' larger, more densely development property on the Aquarium site. The restaurant to the east of the Aquarium will be buffered from the Aquarium by the proposed surface parking. With a proposed FAR of .26, the property: will notapeto be' crowded. Original Receiaed MAR 14 2011 Planning & Development The original use of the building as a City Water Treatment Plant is still somewhat evident from the existing architecture of the exterior of the building. As shown on the architectural plans, the proposed improvements to the exterior will provide a more harmonious existence with the adjacent and surrounding properties. 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 adjacent properties are currently developed. The proposed improvements will not discourage the appropriate development and use of the adjacent land and buildings, which are already developed, and the value of adjacent and surrounding properties will not be compromised. The adjacent parcels have a commercial zoning category and a land use category of commercial general and therefore can be development up to 50 ft. in height (greater than the proposed height of the stadium sunshade), and with an FAR of .55 (significantly greater than the proposed FAR). Properties across the Windward Passage right of way are residential medium land use category and medium density residential zoning and can be development with an FAR of .50 and height of 30-50 feet. Adjacent and neighborhood parcels will be enhanced by the proposed upgrading of this facility in a number of ways, including: A. Lush landscaping is included in the redevelopment proposal that will visually enhance the neighborhood and the waterfront. Noy B. New construction will meet current building codes and provide improved ,accessibility for those with disabilities and safety during storm events The proposed parking area and garage will have adequate stacking space and loading areas to eliminate traffic congestion on Windward Passage; accommodate staff and visitors to the aquarium; and provide parking areas for bus parking. D. The visitors of the aquarium will also provide support to the surrounding restaurants and retail businesses. E. The incorporation of the public pedestrian promenade around the site will enhance the waterfront and the neighborhood, providing waterfront access to adjacent properties. F. The Clearwater Marine Aquarium has long been a significant economic contributor to the City's economic base by diversifying the local economy and by creating jobs; G. The proposed use provides the development and or preservation of a working waterfront use. Original Received MAR 14 2011 Planning & Development 4 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The aquarium has existed in this location for approximately 33 years and none of the planned improvements will change the use or operation of the facility in a manner that will adversely affect the health or safety of persons residing or working in the neighborhood. The proposed use is not problematic and does not impact the health of residents or visitors as it has coexisted in the neighborhood for years. (The proposed parking on the site, including adequate loading area, will eliminate any possible traffic congestion on Windward Passage increasing the safety of neighboring residents. The promenade area leading to the city's docks will be lit making passage around the Aquarium safer. The proposed improvements to the building and site will comply as required with all applicable codes including the Florida Building Code, the Life Safety Code and the Florida Fire Prevention Code. 4) The proposed development is designed to minimize traffic congestion. The Applicant has included in this submittal a traffic assessment prepared by Gulf Coast Consulting, Inc. which determines that traffic impacts as a result of the proposed redevelopment will be minimal and further that nearby intersections and adjacent roadways will continue to operate at acceptable levels of service after the proposed improvements are completed. Special consideration has been given to the on site stacking ability to allow ample room for queuing and to not create a back up of traffic on to Windward Passage. Adequate parking will insure that guests to the aquarium will easily and quickly locate a parking space allowing for a smooth flow of traffic off the main street. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character of Island Estates is an island of mixed uses, ranging from retail to residential. As the Aquarium has been at this location for over 30 years it has become a part of the community character of Island Estates. The industrial -like look of the existing facility, although consistent with the boat repair and sales uses nearby, will be upgraded and modernized, more reflective of the nearby residential and restaurant uses. The proposed comprehensive infill redevelopment project does not represent a "new" project or a "new" use for the land but makes improvements to the existing facility which will visually enhance the area. Original Received MAR 14 2011 5 Planning & Development 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The existing development and proposed re -use of the site will not cause adverse effects on adjacent properties. The proposed redevelopment project will improve the visual appeal of the property as seen from the properties on Island Estates and from the Memorial Causeway. The architectural design of the project is appropriate and appealing. The outdoor viewing area and stadium seating is located on the southern corner of the property, behind the proposed parking garage. Educational presentations in the outdoor area will be during Aquarium hours. Currently, these u -!r presentations/shows do not occur later than 6:00 p.m. Sound will be focused toward the building — not toward the water or residential areas. The architectural components of the shade over the outdoor area will protect sound from 111$h 04 penetrating the residential areas to the north of the site. Any amplified sound will c°gl comply with the provisions of sec. 3-1508 of the Community Development Code. Live presentations currently are limited between the hours of 10 m. ani 4 p.m. during the week, with the last Friday/Saturday presentation a 6 p.m. It is not anticipated that show times or Aquarium hours will dramatica ange as a result of this redevelopment. Please see attached letter from CMA -moo ,�, � p,,%tw-r, -M t (SvwV CIS l3 The hours of operation are primarily daylight and will remain the same: Monday — Thursday from 9 am to 5 pm, Friday — Saturday 9 am to 7 pm and Sunday 10 am — 5 pm. The general operation of the facility will remain much the same as today so as not to impose any adverse effects. The placement of activities --and proposed structures, together with the architectural and site design minimize impacts on adjacent properties. Comprehensive Infill Redevelopment Project Criteria: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. The deviations proposed below are necessary and minimal to provide the proposed improvements to this highly visible waterfront site. Certain deviations are necessary to meet the special laws and regulations associated with the marine aquatic life as the Aquarium strives to be accredited by the Association of Zoos and Aquariums. A copy of the AZA standards are included with this submittal. Additionally, the deviations improve accessibility to the waterfront for all Original Received MAR 14 2011 6 Planning & Development including those with disabilities and to provide appropriate parking and vehicular accessibility. The Applicant has assembled land when possible to better meet the needs of the facility; however the land assembled is irregularly shaped which presents challenges to redevelopment and improvements in accordance with Code requirements. Hei ht The Commercial District allows flexible height of between 25'-50'; the proposed garage and shade structure are within the allowable limits of the flexible standards. The proposed three story garage is minimal and appropriate for area; the height of the proposed shade structure is the minimum necessary to accomplish the shade required for the marine life. The shade structure has been specifically located to the rear of the site as much as possible and is situated toward the adjacent commercial site. Setbacks The Commercial District allows flexible setbacks for front yards of between 15'- 25'; the proposed garage is within the allowable limits of the flexible standards and is proposed at a 15' front setback at the northwest corner and over 25' setback at the northeast corner. Pavement is proposed at a 15' front setback leaving generous area for landscape treatment and required buffers. Side yard flexibility of between 0'-10' is allowed, the proposed 10' side setback of the garage structure is within the allowable limits of the flexible standard and will allow more than sufficient room for the required 5' landscape buffers. Pavement is proposed at a minimum of 5' along the side yards providing area to address the required 5' landscape buffers. Because the District's maximum flexibility of rear yard setbacks allows between 10'-20', the Applicant seeks approval through the Comprehensive Infill process. The proposed setbacks associated with the building, pools and proposed wall/fence are all within the flexible standards however the promenade would need to be located a minimum of 10' from the seawall to meet the allowable flexible standards. The proposed setbacks associated with the buildings, parking area and pools are all within the flexible standards which would not require Comprehensive Infill approval. The use of the site as a marine aquarium beckons for direct access to the waterfront for the visitors of the Clearwater Marine Aquarium. Neither visibility nor use of land will be impeded on surrounding properties due to the proposed on grade promenade. Original Recelved Buffer Wall 7 MAR 14 7011 Planning 8 DeWoprnefti The Applicant requests a 8' high buffer wall along the western property line adjacent to waterfront and along a portion of the southern property line adjacent to the waterfront to encompass the outdoor rehabilitation tanks located on the west side of the building. The AZA rules and regulations discussed above and previously provided to city staff requires a secure area and minimum heights for walls and fences. Two -Year Development Order The Applicant requests a two-year development order to allow some latitude to complete construction if necessary for the Non Profit organization. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive -Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and r e€-this-z�ani istrict. The redevelopment will preserve a orking waterfront use Indoor Recreation uses are allowed in the "Commercial" zoning district and are consistent with the ,bre,. elkel-,LQ.l.°•. goals of the Comprehensive plan. Tourism is the major industry in the city and the commercial district is intended to provide access to goods and services in the community. The availability of tourist activities is integral to the community — both locally to Clearwater Beach and the broad Clearwater community. Additionally, thea lication is consistent ith the City's comprehensive plan as ,s ,�� the redevelopment rovides access to the ublic oa s i s adjacent to the Aquarium property and provides access to tourism activities. Applicable Comprehensive Plan Goals/Policies/Objectives include: A.6.6 Objective - Tourism is a substantial element of the City's economic base and as such the City shall continue to support the maintenance and enhancement of this important economic sector. . f A.6.7 Objective — Redevelopment activities shall be sensitive to the city's waterfront and promote appropriate public access to the city's waterfront resources. r� Wei X A.6.7.1 Encourage the preservation of recreational and commercial working waterfronts and marinas and other water -dependent facilities. dv� x E.1.6.2 The City will encourage the preservation of recreational and commercial working waterfronts and marinas and other water -dependent facilities. The Aquarium itself is identified as a major activity center in the comprehensive plan and this renovation will allow it to accommodate the visitors expected to patronize this facility. Original Received MAR 14 2011 8 Planning & Development 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The proposed project is compatible with the neighborhood, as is more particularly discussed in General Applicability Criteria 1 and Comprehensive Infill Criteria 4 below, and will not impede other development. The proposed improvements will benefit the community as a whole and specifically this district. The r improvements are limited to the Aquarium property, do not impact the traffic Pow, and the major setback relief is limited to the waterfront portion of the site. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The adjoining properties will not suffer detriment of any kind as a result of thiVO proposal; the proposed renovation/improvements will improve the value of the jadjoining properties by upgrading the look of the now institutional looking' property, increasing the capacity for the facility to withstand storms as the new portions will be constructed to current building codes, and generally upgrading a tired site. V, J The site will be in harmony with the surrounding community in much the same manner as in the past 32 years, however, the proposed parking, access; landscape 11_ improvements -and renovations to the building will improve the operation of the i�5 is uw-f� facility and its appearance. The building will no longer reflect its previous life as a water treatment facility and the upgrades will only provide improve benefits to the community. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; Original Received MAR 14 2011 9 Planning & Development e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or L The proposed use provides for the development of a new, and/or preservation of a working -waterfront use. The development proposal represents an expansion and redevelopment of the Clearwater Aquarium, which is an existing economic contributor to the City and identified in the comprehensive plan as a activity center. Most recently, a major motion picture based on Winter the dolphin was filmed at the Aquarium and at other locations in the City. Tourism is the top industry in the city and the Aquarium not only provides a resource to tourists but with the debut of the movie will become an attractor in itself. 6. Flexibility with regard to use, lot width, required setbacks, height and off- street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district. '4` The proposed and existing use of the site as a marine aquarium is permitted in the Commercial zoning district as recreational uses are a permitted use. The Aquarium has coexisted with surrounding properties ��� A.4, ��7 for over 33 years and has not impeded residential or commercial U k`;A . redevelopment in the area. The redevelopment of the Aquarium shoul create a more attractive site and therefore motivate other properties to I've � upgrade. As previously discussed in detail in General Applicability Criteria 1, the proposed improvements will not impede the surrounding properties. b. The proposed development complies with applicable design guidelines adopted by the City. . No specific design guidelines are adopted for this area of the City. 0 c. The design, "cal and-intens.i of the proposed development supports the estafilis ed or em�ging haracter of an area; &oVOT=he area is comprised of varying uses, designs, scale and intensity; the ed impomments will be compatible with the character of the area. There is no true "pattern" or "theme" of development. esigns range Receive 10 MAR 141011 from coastal (Island Way Grill), Mediterranean (residential), and �Jwaterfront industrial -like designs (marine uses and two-story office complex). Please see Comp. Infill Criteria 4 for additional discussion of compatibility with the neighborhood. �. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: JO Changes in horizontal building planes; (� Use of architectural details such as glum s, cornices, stringcourses, pilaster orticos, balconies, - ' in , awnings, etc; ? Variety in materials, colors an textures; Distinctive fenestration patterns; Building stepbacks; and Distinctive roofs forms. „ The proposed development utilizes massing of elements, fenestrations, �0' colors and textures to minimize the scale of the structure so as oto allow a `;cohesive ��`�. appearance with surrounding property aesthetics and zoning' uses. While the project makes a visual and bold statement from public (1. areas like the causeway, it also has a toned down, secure and quiet ,Haus l"3 atmosphere for neighboring residents. Architectural elements such as massing walls are used to obstruct direct vision of vehicular parking while � maintaining an open natural cross ventilation system. Plush landscaping -p will be placed along the entire facade to soften the appearance of a hard JIM � exterior on the new structure. Colors play an important role characterizing — the structures and portraying the excitement that has become part of the project as well as the community. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the (g,�,kt following design elements: changes in horizontal building planes; use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc; distinctive fenestration patters; building stepbacks; and distinctive roof forms. The proposed development utilizes a number of design elements in order to form a cohesive, visually interesting and attractive appearance. Each structure uses changes in horizontal building planes whicys visible at the mainJ structure Lnce and stadium. Architectural columns, pilasters, porticos, and rai add interest on both structures which can be seen at rp the parking garage corners and decks surrounding the show tanks. The incorporation of steel, stucco, masonry, and landscaping at both structures adds visual interest by using a variety of materials, colors and textures. Each structure's fenestration patterns are repetitive igaking MAR 14 2011 11 planning & Development it distinctive from surrounding projects and giving the project its own identity. Each structure has unique roof forms which will set it apart from w1� ,,----the surrounding areas and make it a visual landmark to visitors. These elements make the aquarium unique, visually interesting, and distinctive from surrounding areas. l b. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The proposed buffers and setbacks will provide appropriate buffers and distances between buildings; the proposed landscape buffers will meet or exceed the dimensional requirement of the code and will be professionally designed to offer a lush tropical appearance. This redevelopment proposal includes the addition of new large landscape areas not currently present on the site. The Applicant has simultaneously submitted a comprehensive landscape application with this application. The proposed development provides buffers within the development itself and between the development and the adjacent properties. The current site includes little to no landscaping #554476 vl - Clwr Aquarium/Narrative for Resubmittal Original Received MAR 141011 Planning & DeMopment 12 °Clearwater Planning S Development Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 11/29/2010) PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Clearwater Marine Aquarium, Inc. MAILING ADDRESS: 249 Windward Passage, Clearwater, FL 33767-2244 PHONE NUMBER: CELL NUMBER: 727-480-6704 E-MAIL ADDRESS: PROPERTY OWNER(S): List ALL owners on the deed Agent Name AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Clearwater Marine Aquarium, Inc. (Joe Burdette - Consus Group, LLC) 727-458-4528 hunraf@aol.com 618 Pineland Ave, Belleair, FL Northside Engineering Services, Inc. (Roush Ghovaee and/or Renee Ruggiero) 300 South Belcher Road Clearwater, FL 33765 727-443-2869 FAX NUMBER: 727-446-8036 727-235-8475 E-MAIL ADDRESS: renee@northsideengineering.net The landscaping requirements of Article 3, Division 12, may be modified or waived as part of a Level One (Flexible Standard) or Level Two (Flexible Development) application, as the case may be, if the application for development approval includes a Comprehensive Landscape Program, which satisfies the following criteria. The use of landscape plans, sections/elevations, renderings and perspectives may be necessary to supplement the information provided on this worksheet. Landscaping associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. Please See Narrative OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. Please See Narrative Page 1 of 2 06glnaece lveu MAR 14 2011 Planning & Development 2. LIGHTING: Any lighting proposed as a part of a comprehensive landscape program is automatically controlled so that the lighting is turned off when the business is closed. Please See Narrative 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. Please See Narrative 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. Please See Narrative 5. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Please See Narrative 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. t� Signature o property owner or representative STATEOF FLORIDA, COUNTY OF PINELLAS - K Sworn to subscribed before me this 11 day of A.D. 20 )1 to me and/or by who is personally known has pro used . L. . as identification. Notary public, My commission expires: M 3, Original Received MAR 14 2011 planning & Development WA. GOEL ` lle'"MISSION#DDS49832 ��IkES: May 3, 2014 WWW Thm Budget Naar sahces C:0ocuments and Settingslderek.fergusonlLocal SettingslTemporary /ntemet FileslContent.Out/ooklKPMVX8F11Comprehensive Landscape Program 11 2010.docx Page 2 of 2 COMPREHENSIVE LANDSCAPE PROGRAM NARRATIVE Clearwater Marine Aquarium 249 Windward Passage Request: To allow a reduction to the required landscape buffers along the eastern property line from 10' to 5', along the northern property line (near Marina Way) from 10' to 5' and along the Public Waterway (Causeway Right of Way) from 15' to 0' adjacent to the pedestrian promenade and a request to allow a reduction to the minimum size of some of the proposed landscape islands. 1. Architectural Theme: a. The Contemporary Mediterranean landscape design, consisting of silvers, greens and native contemporary plantings will compliment the contemporary architectural theme of the building. b. To provide a landscape plan that is demonstrably more attractive the following are some of the measures taken: i. The proposed number of plantings well exceeds the number prescribed by Code. ii. The proposed variety of plantings exceeds the variety prescribed by Code. iii. Virtually all available -green space contains drought tolerant plantings. iv. The plan offers 5-6 levels of plantings; the design will greatly enhance and improve the streetscape. v. Although a reduction to some of the landscape islands is requested, the site design provides 14.4% parking lot interior landscaping where 10% is the minimum required. Some proposed landscape islands are over the minimum size required. 2. Lighting: No outdoor lighting is proposed at this time and any future proposed light will meet required code. 3. Community Character: The proposed installation of over 5,800 new plantings, consisting of 23 different varieties, will provide immediate visual rewards to the vicinity and community. Additionally, the proposed plan provides landscaping that is tolerant to the Florida environment. 4. Property Values: The proposed landscape design, with the proposed number and quality of plantings will offer upgraded and positive value to the immediate vicinity for many years to come. 5. Special Area or Scenic Corridor Plan: N/A Original Rec" MAR 1.4 mit 03.14.11/rmr March 10, 2011 Frank Dame, Executive Vice -President Clearwater Marine Aquarium, Inc. 249 Windward Passage Clearwater, Florida 33767 Reference: Clearwater Marine Aquarium ATTN: Dear Mr. Dame: tom,, O Lard Planning Due D ligence Reports rte-Zonin'-1Land„Armee; mon Utilaq Design '� raffic Co, 11swocotiAdiii SLt-aU01). Per the rules and regulations of the Southwest Florida Water Management District, we are required to furnish you with a set of instructions for maintenance and operation of the underground vault. The vault is designed to maintain ie `o.€ l volumes of rainfall runoff corresponding to specific water elevations in the vault. The control structure regulates the level of the water in the vault. The volume above the slot should be discharged under a grease skimmer and through the slot within a few hours following a storm event. The volume below the slot should take less than 24 hours to be discharged through filtration underdrains. The water level in the vault should drop below the slot and the vault should be dry within 24 hours following a storm event, assuming there is no interceding rainfall. Here are some suggested procedures to keep the system functional: • The bottom of the vault should be inspected regularly to assure that excess siltation has not occurred. Siltation of the vault shall be controlled to assure that the storage volume is not affected. Periodic cleaning of the vault bottom and removal of silts is required. It is required that cleaning be done every six (6) months. PO. Boy 4948 Original Received Cle:try✓acre FL 3-4758-4948 tc�hr c r artlisi icen +r7�ar rn.c m MAR 14 2011 72.7 443 2869 Fax 727 446 80-16 Planning & Development • Grass clippings and other debris should be removed from the parking arca to assure they are not transported to the retention vault. • The underdrain system should be back flushed periodically, in the same manner as you would back flush a swimming pool filter, to assure proper operation of the system. • The control structure should be checked monthly and all debris cleared. • Your Management of Surface Water Permit should contain a number of conditions which must be met. , , . If you have any questions or concerns about this project please do not hesitate to call our office. Sincerely, Northside Engineering Services, Inc. To acknowledge and accept the above operation and maintenance schedule, please sign below and return to Northside Engineering Services, Inc. Frank Dame, Executive Vice -President Clearwater Marine Aquarium, Inc. Original Received MAR 14 2011 Planning & Development CLEARWATER MARINE AQUARIUM VAULT BUOYANCY CALCULATIONS VOLUME OF VAULT BELOW SEASONAL HIGH WATER ELEVATION Inside Dimensions of Vault= 84' x 45' ft Depth of Vault = 4.0 (SHW) — 0.50 (bottom elevation) = 3.5 ft Volume of Displacement = 84' x 45' x 3.5' = 13,230 cf UPLIFT ON VAULT BELOW SHW EL. -= 13,230 cf x 62.4 lbs/cf = 825,552 lbs. NOTE: seasonal high water elevation assumed to be 12 inches below existing ground. t WEIGHT OF THE VAULT Weigh of the Walls = (2581f x 0.67'x 4') x 1501bs/cf = 103,716 lbs Weight of Top and Bottom Slabs = ((84' x 45' x 0.67') x 150 lbs/cf) x 2 = 759,780 lbs TOTAL WEIGHT OF VAULT = 103,716 lbs + 759,780 lbs = 863,496 lbs. 825,552 lbs < 863,496 lbs OK 3�►y�11 Original Received MAR 14 2011 Planning & Development Horths� �de Civil Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration STORMIWATER REPORT FOR: THE CLEARWATER AQUARIUM 300 South Belcher Road Clearwater, Florida 33765 tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 PROJECT Ram A. Goei, PhD., P.E. #47431 January 31, 2011 Project No. 1031 Original Received MAR 14 2011 Planning & Development DRAINAGE NARRATIVE The proposed construction activities consist of the following: • Construction of 78,814 S.F. of open impervious vehicular use, which includes the parking lot, parking garage and sidewalk areas. • Construction of an underground vault is proposed to provide water quality treatment for a volume equal to 3/4" of runoff over the entire drainage basin area. • Treatment of stormwater will be achieved through. an effluent underdrain system integral to the vault. • No Seasonal High Water Elevation determination or Percolation Test shall be required, as the vault and underdrain system are self- contained. elfcontained. No ground water intrusion into the system shall occur, and. therefore will have no effect on the functionality of the stormwater system itself. • The overflow will be piped directly into Clearwater IIarbor. Therefore no attenuation shall be required. • The Drainage Calculations have been prepared. in accordance with the City of Clearwater Drainage Manual and The Southwest Florida -Management District. • The project is located in an open basin. • No wetland impacts will result from construction of this project. Original Received MAR 14 2011 Planning & DeveloPment PROJECT NAME: PROJECT NO.: EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERU. AREA= CLL;.A11WATEPI AQUARIt1M 1031 98,697' SF = 2.27 ACRES 0 SF = 0.00 ACRES 0 SF = 0.00 ACRES 98,697 SF = 2.27 ACRES 98,697 SF 0SFOFIMP. AREA @C= 0 SF OF POND AREA @ C = 98,697 SF OF PERV. AREA @ C = C = 0.20 T.O.C. = 60 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV. AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV. AREA= 98,697 SF = 78,814- SF = 0 SF = 19,883 SF = 2.27 ACRES 1.81 ACRES 0.00 ACRES 0.46 ACRES 98,697 SF 78,814 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 19,883 SF OF PERV. AREA @ C = C = 0.80 T.O.C. = 60 MINUTES 0.475 1 0.2 0.95 1 0.2 Original Received MAR 14 2011 Planning & Development PROJECT NAME: PROJECT NO. : CLEARWATER AQUARIUM 1031 POND'S STAGE STORAGE DATA: T.O.B. EL.= D.H.W. 25 EL.= W.Q. EL.= BOTTOM EL.= STAGE ft-NGVD AREA SF . 3,780 AREA AC 0.087 STORAGE CF 12 285 5.00 4.50 3,780 0.087 10,395 4.00 3,780 0.087 8,505 3.42 3,780 0.087 6,313 3.00 3,780 0.087 4,725 2.00 3,7801 0.087 945 1.7 5 3,7801 0.087 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME = PROPOSED OUTFALL ELEVATION = AVAILABLE WATER QUALITY = 98,697 SF 0.75 IN 6,169 CF 3.42 FT 6,313 CF Original Received MAR 14 2011 Planning & Development NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: CLEARWATER AQUARIUM PROJECT NO. 1031 RUN-OFF COEFFICIENTS PRE -CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA=-- PERV.AREA= C= 0.20 POST -CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= n7F STORAGE CALCULATION WEIR DESIGN PRE -CONSTRUCTION DRAINAGE AREA = TIME OF CONC. Tc = I @ Tc =60 (25 YEAR EVENT)= Q(OUt)=CXIXA= POST -CONSTRUCTION 98,697 SF 2.27 AC 0 SF OF IMP. AREA @ C = 0.475 0 SF OF POND AREA @ C = 1 98,697 SF OF PERV. AREA @ C = 0.2 98,697 SF 2,27 AC 78,814 SF OF IMP. AREA @ C = 0.9 0 SF OF POND AREA @ C = 1 19,883 SF OF PERV. AREA @ C = 0.2 2.27 AC 60 MIN 3.60 IN/HR 1.63 CFS TIME (MIN.) I (IN/HR) _ Q(in) (CFS) ' INFLOW (CF) 60mof 3.60 6.19 22,287 TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= H= Q= L=Q/3.1"H^1.5 = 4.00 FT 3.42 FT 0.58 FT or T' 6.19 CFS 4.50 FT (MIN) USE UFT Original Received MAR 14 2011 Planning & Development NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: CLEARWATER AQUARIUM PROJECT NO.: 1031 VOLUME PROVIDED = 6,313 C.F. BOTTOM OF SLOT ELEV. = 3,4.2 BOTTOM OF POND ELEV.= 1,75 UNDERDRAIN INVERT ELEV. = 1,00 COEFFICIENT OF PERMEABILITY (K) = 0.09 FT/MIN LENGTH OF UNDERDRAIN = 78 FT SIZE OF UNDERDRAIN = 6 INCH POND AREA (SF) = 3,780 S.F. POND AREA (SF) = 3,780 S.F. ELEV. I AVG. HEAD INCR HEAD L (AVG) HYD. GRAD. FILTER AREA FLOW POND AREA INCR VOL. INCR TIME FT I FT FT FT FT/FT S.F. CFM S.F. C.F. MIN. 3.42 3,780 -` 1.96 0.42 2.75 0.71 117. 7.51 1,578 210 3.00 3,780 1.54 0.42 2.75 0.56 117 5.91 1,578 267 2.59 _ 3,780 1.13 0.42 2.75 0.41 117 4.31 1, 578 366 2.17 3,780 0.71 0.42 2.75 0.26 117 2.71 1,578 582 1.75 3,780 TOTAL DRAWDOWN VOLUME _ TOTAL DRAWDOWN TIME = 6,313 C.F. 23.7 HOURS Original Received MAR 14 2011 Planning & Development LABINS - Res -Lilts of Map Query Vis, pJ.,.................._,:._..., Results of Map Query This query reports for all layers, even those not turned on. Coordinate Position Albers (East, North,'83, Mt.): 514980, 444759 State Plane North (X,Y,'83, Ft.): 2508222, - 358418 State Plane East (X,Y,'83, Ft.): 66093, 1338494 (zone 17) State Plane West (X,Y,'83, Ft.): 388822, 1334980 (zone 17) Geographic (NAD83): 820 49' 43" W 28°0'14"N UTM: 320206, 3098966 (zone 17) Base Information County: Pinellas Quad Name: DUNEDIN Quarter -Quad: SW Tide Interpolation Points Iden 100097 NTDE83-01 NAVD 88 Method Station 1 Station 2 Mean High Water 0.67 ft Mean Lo%At Water -1.21 ft Seasonal High Water Download Approval Form If you do not see the data that you expected, try zooming in'closer. 8ou,ndary,Iil ormgtion System......_ ._._. Page l of 1 Original Received MAR 14 1011 Planning & Development httn•//rlat-i nrcr/imM/TMT-TW'I/(-.xt/i7-i-f31)ri11T(iPtitifvMiill-T,a.vers.isr:?x1=514980.6015058239c�Zv1=444... 1/31/201.1 LABINS - Results of Map Query Results of Map Query This query reports for all layers, -- even those not turned on. Coordinate Position Albers (East, North,'83, Mt.): 514889, 443269 State Plane North (X,Y,'83, Ft.): 2507949, - 363303 State Plane East (X,Y,'83, Ft.): 65675, 1333621 (zone 17) State Plane West (X,Y,'83, Ft.): 388445, 1330105 (zone 17) Geographic (NAD83): 82° 49'46" W 270 59' 25" N UTM: 320079, 3097481 (zone 17) Base Information County. Pinellas Quad Name: CLEARWATER Quarter -Quad: Nin/ Tide Interpolation Points Iden 100098 NTDE83-01 NAVD 88 Method Station 1 Station 2 Mean High Water 0.66 ft Mean Low Water -1.22 ft Seasonal High Water Download Approval Form If you do not see the data that you expected, try zooming in closer. __._....!��nd_t3o�ndarytiiformal;i�ll.�yst�em __,_ Page 1 of 1 Original Received MAR 14 2011 Planning & Development :tn://da.1:..la.l)ins.ere/imf3/TMT-TW3/extlimf3Dri1lTcl.enf:INMultT,avers_isn?x1=514899.9503161005Rrv1=443 1 /31 /x(111 LABINS - Results of Map Query It ILIA_ s Results of Map Query r This query reports for all layers, even those not turned on. Coordinate Position Albers (East, North,'83, Mt.): 514718, 441768 State Plane North (X,Y,'83, Ft.): 2507411, - 368223 State Plane (East (X,Y,'83, Ft.): 64991, 1328721 (zone: 17) State Plane West (X,Y,'83, Ft.): 387802, 1325201 (zone 17) Geographic (NAD83): 821 49' 53" W 270 58' 37" N UTM: 319870, 3095988 (zone 17) Base Information County: Pinellas Quad Name: CLEARWATER Quarter -Quad: NW Control Tide Station Location ID: 872-6724 County: Quad Name: DEP Method: 1 (For DEP Use Only) Tidal Benchmark from DEP: 6724 (PDF format) Status: Published Report Date: Latitude (Dec Deg): Longitude (Dec Deg): If you do not see the data that you expected, try zooming in closer. Land Boundary Idlformalion System Page 1 of 1 Original Received MAR 14 2011 Planning & Development ittn://data.labins. oris/imf3/1MIIW3/exit/i1nf3Drillld.entifvMultLavers.isp?x1=514718.7202910673 &y].=441.... 1/31/2011 Epoch Tidal Epoch: 1983-2001 NAVD 88 Mean High Water: 0.59 ft Mean Low Water: -1.28 ft Download Approval Form If you do not see the data that you expected, try zooming in closer. Land Boundary Idlformalion System Page 1 of 1 Original Received MAR 14 2011 Planning & Development ittn://data.labins. oris/imf3/1MIIW3/exit/i1nf3Drillld.entifvMultLavers.isp?x1=514718.7202910673 &y].=441.... 1/31/2011 LABINS - Results of Map Query Results of Map Query This query reports for all layers, even those not turned on. Coordinate Position Albers (East, North,'83, Mt.): 515393, 440267 State Plane North (X,Y,'83, Ft.): 2509656, - 373128 State Plane East (X,Y,'83, Ft.): 67090, 1323753 (zone 17) State Plane West (X,Y,'83, Ft.): 389940, 1320252 (zone 17) Geographic (NAD83): 820 49' 29" W 27° 57' 48" N UTM: 320510, 3094475 (zone 17) Base Information County: Pinellas Quad Name: CLEARWATER Quarter -Quad: NW Township -Range -Section: 29S 15E 17 Tide Interpolation Points Iden 692 NTDE83-01 NAVD 88 Method Station 1 6706 Station 2 Mean High Water 0.65 ft Mean Low Water -1.24 ft Seasonal High Water Download Approval Form If you do not see the data that you expected, try zooming in closer. _...__Land Clown I Iticforrn Lon ystei Page 1. of 1 Original Received MAR 14 2011 Planning & Development htti� //r�ais lahin.c oi-o/inin/TMT-TW3/ext/imf3Dri11TdcntifvM.ultLavers.isn?x1=515393.5680367862&vl.=440... 1/31/2011 LABINS - Res -Lilts of Map Query Results of Map Query This query reports for all layers, even those not Curried on. Coordinate Position Albers (East, North,'83, Mt.): 517186, 439361 State Plane North (X,Y,'83, Ft.): 2515570, - 376067 State Plane East (X,Y,'83, Ft.): 72912, 1320641 (zone 17) State Plane West (X,Y,'83, Ft.): 395785, 1317189 (zone 17) Geographic (NAD83); 821 48' 24" W 270 57' 18" N UTM: 322284, 3093527 (zone 17) Base Information County: Pinellas Quad Name: CLEARWATER Quarter -Quad: NE Township -Range -Section: 29S 15E 16 National Geodetic Survey (NGS) PID: AG0998 Stamping: Designation: Control Tide Station Location ID: 872-6706 County: Quad Name; DEP Method: 1 (For DEP Use Only) Tidal Benchmark from DEP: 6706 (PDF format) Status: Published Report Date: Latitude (Dec Deg): Longitude (Dec Deg): If you do not see the data that you expected, try zooming in closer. ______ land B0Undary S;nfnrm�!tion System Page 1. of I Original Received MAR 14 2011 Planning & Development itt7, : //data.labins. orR/imf3/IMHW3/extlilnf3Dri111dentifvMultLavers.i sb?x 1=517186.44712242746 &v1=43 ... 1/3'1/2011 Epoch Tidal Epoch: 1983-2001 NAVD 88 Mean High Water: 0.64 ft Mean Low Water: -1.25 ft Download Approval Form If you do not see the data that you expected, try zooming in closer. ______ land B0Undary S;nfnrm�!tion System Page 1. of I Original Received MAR 14 2011 Planning & Development itt7, : //data.labins. orR/imf3/IMHW3/extlilnf3Dri111dentifvMultLavers.i sb?x 1=517186.44712242746 &v1=43 ... 1/3'1/2011 LABINS - Results of Map Query Results'& Map Query This query reports for all layers, A� even those not turned on, Coordinate Position Albers (East, North,'83, Mt.): 518374, 444447 State Plane North (X,Y,'83, Ft.): 2519395, - 359383 State Plane East (X,Y,'83, Ft.): 77228, 1337199 (zone 17) State Plane West (X,Y,'83, Ft.): 399965, 1333776 (zone 17) Geographic (NAD83): 821 47' 38" W 28°0'2"N UTM: 323599, 3098572 (zone 17) Base Information County: Pinellas Quad Name: DUNEDIN Quarter -Quad: SE Quad Name: CLEARWATER Quarter -Quad: NE Township -Range -Section: 28S 15E 34 Tide Interpolation Points Iden 2719 NTDE83-01 NAVD 88 Method Station 1 Station 2 Mean High Water 0.74 ft Mean Low Water -1.26 ft Seasonal High Water Download Approval Form If you do not see the data that you expected, try zooming in closer. __L7nd _..iioundarnfioi mationsi:em Page 1 of l Original Received MAR 14 2011 Planning & Development ifn //rima IAI-)i .,z nrc,/17nf�/TMNW�/axi/imf�T�rillTrlantif��l��fiiltT.avarc icm2v1—S1 R'1'7d ORdOd'19ISRk-vI1 Add 1 /q1 /9()11 National Tidal Epoch 1983-2001 This site provides tidal datums based on the current epoch in accordance with the national standards and procedures established by the National Ocean Service. Read More about NTDE 83-01 Map Layers H-1-122 Ri LAB I S Mean High eater interactive Map ® Control Tide Station Location ip National Tidal Epoch 1983-2001 This site provides tidal datums based on the current epoch in accordance with the national standards and procedures established by the National Ocean Service. Read More about NTDE 83-01 Map Layers H-1-122 Ri Background images u Mean High Water Data ® Control Tide Station Location Show Labels Tide interpolation Points !J Show Labels Erosion Control Line Snow Labels National Geodetic Survey (NGS) ...... Preliminary NGS Geographic Boundaries 171 Automatically Refresh Map iv C) ca a CQ' go =a CD o CDCD C Yage 1 of v^`SU!r eaU Of SU ley aL-j cj Land Boundary Information bystem http://data.labins.org/imf3/IMHW3/imfStyle2.j sp 113112011 +7- 'W�rwtrw.+. M w . ..w . rR "!II••.+ . .nr•�r w�e+wrfiiaie Jtw,tt•, N , • • ..M w pops" . . r 86ZO84 7 o-N-6319pid 799 ' CITY Or CLEARWATER DEED OF CONVEYANCE STP.TF.OF FLORIDA Sep id r COUNTY OF PINELL AS JtitJ THIS INDRNTUR£, matt the I'ltil day of 3e .bis A. D. 19 86 w amu icisl cot ration, party of the first an �Itn' 1 AR3NL7 SCIEN'E Cft.�;'} it. _�, n I. j.pnciL or ��inr� nT�s of t'tc C:t,un[l of and Stu �r�t� o � ` t b' a secb t whox mailing address is. T49'f71-rTH�iS'S'"F�11119 i!_ lZtS_5'3dT�t i ii i WITNESSETH, That the f the fir.r part• for and in eonsidertton of the sum of one Dallas and other goad and valwtble t r)nsid uatiart to it in hand paid by said parry_._.____ of the second part, at or before the ensraling u•+d .lelivery of these present', the receipt tvheteof is hereby irknowledred.11"$rant• q Msold. cuavoy sd and confittuv. unto the said pan V - of rhe se:orid part. and ca .6, - W11 fa. -ever. oU tl.t• ft.ltou•iug ppiiece, pace!. lot or river of Jami, situate, lying and being in the County of Pmeshm and Stutz of Fiurida, and dcseribed as follows, to•wict ;tte Hxhib.it 11 nt.ttr:h•:d cirri-t•o .and mndo a part hi:r:'oC. ! Ot rash 11 agjeat. Lo the rt-utriel:irsut: Hurl liwiLutiMit s(•`. Earl.!) in lixhibxt D. •1 til FivO ,ref t.iy� �' L :? !nt I TOGETHER WrM A and stn•7trlar the tenenteuu, Imediuments and appurtatwt'cs thcreuuto belungingy o: appertaining', and .."cry right, titre or interest, legal or cquit i6le. of the said party :i tits filet pan of. in antl to the sante. auar:e9nors 'M HAVE AND TO HO Sa the ,date unto the sai.i party of the second part. -J ` NIM and stet gins. tots.: c. --two, paps- use, bend t and behoof foreter. iN WITNESS W.M1,11-Elal . thr and party of the ilryt pnrt hr [roused these pteietm, to be eattutcd in its name by its City M., A-er. f icl Clerk, counters!y-ned by its Mayor Commissioner. and approwd ns co form and eormerreii by itt Cot• Attrnnet_•, and its corporate seal to be hereunto attached. the da r and year illst abut -c tvt!tten. n CITY OF .11A \'I ER, Ft.l Conn • si[ine Be:tester �— �% � /err 1 i ,• ! � � ��±� � L+y .oturntssi:n'.: � , •~City Clerk Signed. staled and del: aml. in pmenya STATE OF FLOit IDA COUNTY OF PINFLi AS Apprnv.•1 as t runn a. tkarregnc�; {'! . 17/i .'�wrG,V.r�'t�.l i -t .\unrnt: I HERESY CERTIFY. that an tltts J.. of \. U. 19 t1t, l cinrc use F rn 7 �•t_tt+may t M. A. r11.1brir*it, !t .. Ctv1tria r:, peraona.ly an•,crurd .:7.:7.`.a3__:_..::.t_�. � • Ghl ti'^t• t 7[11,6 KAI.i.l••: J_.'.+sttj,T. n�prr::crit City Manigeaf:tn _1r:orret, Cite Clerk and of t17e City of C'earwatm... minucIPA ct.t rorarion dvistme :[nth r;ic lattc of ille State of F10*0da. to nsr I.nrvwn to be the inditidu.d' and :ii art, thtscril•rd ,n .nJ %% ho e:ceruayl the ;:rte- going conveyance, MCI 'ever '16-nmuledged the execution rhetrnf tc, be their fret -it- ami d.e.i a#. such ufficcrs thcrauntu dull iut::mucd: Jnd that thr ifficiai -cal of said mimic -pal corronvu+n is du!v aftixrd thereto, and thtsAd ^.m:•:,vmtr a' :ha act and dred t.t's.ud corpur.ttitm. WiTNESS ret sigmau%c and official seal at dcarwott•r in the gaunt% of P:ncilas Jnd i.mv of Flontit the day and year last abuvr wi nten. �7• P r. l IL Nolan Pu .ic ytatapt rluria it L+r� L Ott- 03mrn6siur rspirei: ti'rlap• Wok. Stale of "cam ,, NI Counattiaa.Lrprrs Sete 18�IM • t, 1 +• • 1 t,, t It � :� t .Lc.• N r.. .: lr• v •ata. "7 •• . ORIGINAL RECEIVED FEB 01 21111 PLAN;�ING DEPARTMEhr CITY OF CfEARIOATEP '�-,: .t.. ,,1 >>i H,�f''i•� 77� cit S, p.. ... L . LEGAL MCR]PTTON . . -. .. • .M .. .. .. 0.140319 P4m 800 Frr,:i then s,outhweet.,rly corner r_P Ta act. A at Unit 2, Isl.tnu Estattz of Clearwater (flat Buoy 47, �xwles 19A and 20, Public aecorde of rinollas County, Florida), + •. run N 4923'41" IV, along the Northcxly right-of-way line of 4;narwatar Causeway, 575.00 font for a Poinl GE Saginnirgl thence continue N 49°23141" W, along sr.me tire, 482.06 feut; thonce run S 40°36119" W, 147.50 Ceet along tan outer Faces of a seawall; thence ' 94.25 foot along a rurve to the left, nlosuy said I fucu, Rn,31urs 60,00 facet, )eternal nnglr: 90 00'00"; risenr.�s :: 1)''2i'el" R, 362.00 feet along said f.ice; thence 94.:6 fact along a curvo to the left, 11101,9 r&id face, Radlu:s 60.011 feet, interni! uncilc' 70°00'00"; thence f7 4,1"36119' E:, 147.50 icoL Lo 010 Point of llec.inning. susift:P 'I'I zestrict.tom; alit] limitations sr.L torth in Exhlbit B. r - J'. EXHIBIT A ORIGINAL - RECEIVED KING I<fl;1w, ";, CITY 0!F Cg.V% , Via! o.e.63i9 int • $01 A8&THIM 11 AND 1.7MITAT H SUi1JFC'1• TO THE FOLLOWINGt The party .of the second part nnil its Auecemsorn and' semi ns uhall detvoLp the use of, the kinds unvayed heron solbly to ttla exiwinsion of the CloarwaOr Marino Science Center, facility, and if any pollicn Lf tne,l:inds conveyed horain should nvc•r bu usoa for ar,y, purpono other •t.hnn a Marine Scion" CenLer, not for profit, the title of saki lands shall automatically revert to the, amity .a: Clourwater, subject .to. any liPns..or encumbra:icW tt•s:rnon. Ti,e City of Clenrw4Lar shall have t%t i,pt,i.on to se►:isfy .any ]Linn and .cncuinbraucti:s or, said lands, but not tha obligation to do so. ALSO trimarf. r 'PO 'TBK VOLLOWINO: Neitnem, thin pvty of the sr.:.-ond. FMrt ni,r its succr onors or. assigns shall mmc fexn:it rhr. Ntoporiy to be ttitcumbered by hay mortyag-4 lion or other 1:n8 oz lions for tiny 'amatint excuediny, in thn ilyyrrgata, $600,JU0.00 Ot any On -A timo, and Chis proviuion :shall. ix 'a covenant running with the. latid, Ln.: hr,iich of which shell rosult.in a rev-rslun of th-i pr,7iwrLy to'ttiA City oC Clearwatur free and cl-cnr of at 1 1 is+tis end cnc:yinbl', scan axcopt for n mvr.tgago A xon at i l cian i n tta" tt99rron to principal.amount of $600,000.00 or Ines. Thin covuitrlt� shall oxpira upon .thc CI ; itrwatur Marine Scicnc,i ebi,t.a.0 fi obrn ink ng a const ructlun Joan for the p•..r_mhe of consupimatiny thA expansion plans of the CJt:+r.nt ?Iarino lciancu Centor. SUBJECT TO. all eovenonita and t:— ri,:eions or record, inclLclry na ci,tncinant d,:eid in favor. of Fi .rida Power Corpn••!•ion.as rtJcordud*on July 12, 1984, An offiviitl Rucor•tr Hogk ".'.ilu l , p tgv 1016, ut the Public Roacord" of Pi.ir.]laii CaunLy, Florida. BXIIiBIT a ORtafIVgQ. R�Cl�itiEt� � ,d 01ail tx y A 1LO,igat 8M U.90 BUBUX''1' f0 n nun=exclu9ive ensement which is retained Dy the Grantor ov+•r .the following dtwnc:riharl property Ear aidewdlk, drainage, utilities and aaoeaa,,And for' the+ parking of not more tnnn'twenty-two (22) motor vehicl.est From the suuthwegterly corner of Tract A of Unit'2,.1oland astotMs uE CleAYWtttar (Plat Book 47, Page. 19A and 20, Public Rcuoyda of Pinellas County, Florida) run N 49" 231411 W along the North•:rly right-of-way lino of rlenrwAtnr Caureway, 575.00 fact for a Point of Boginnina i11 thent:o -onticwe:• N 49°231410 W along same line, 4e2.00 fcut'l thence run H 30036119"'W, 147:50 foHt along the outer face or a st�Awnill thence run 94.26 feet along a curve to the left, along sail face, Radius.60.00 fuet, lnturnnl angle 90°001001; thence run S 49023141" E, 367.00 foot alury said face; thcnrn run 94.26 Brat along a curvo Lo.thn left, along -said Pace, Radius 60..Vil"Not, internal angle 90"001010'; t'heenex rur. .4 40036119" 9, 147.50 !ee.t t.n the Point of 114•ginuing 11; LESS AND BXLEr°P the following dascrim-d tenets 'From the amid Southweeter.ly corner oL Tract A c., lines. 2, Island Entatcx of Clunrwuter, run N 49923141" W along the Northerly righL-of-wny Lina of Cioarwatr,L' Cauuaway, 575.00 fcetl thence cookinuo N 490 21'41" W, along same ltno, 61.50.fer•t; thonre run S 40" 36' 19" W, ;:9..e10 tpt:t for a Point ur Betclinniny 42; Urince run 0 49013141" W, 206;00 rile(.; thence run S 37"00138" W. 5.28 rneL ; e.honve run y 52'W22" W, 16..73 root: thence run N :) W I$" E, 10.12 fact; �e:•:n,:t•� run N 4702.;'41" W. 139.On foot; thence run S 40"3b'19" W, 135.50 CouL, thence run B 44"231410 H,.28.25 fuut; Llivnr;r: a un r' 40°36' 19" W, 35.50 1veL; thence run 9 49°23141' 1;, 303.50 rcr-r1 Onrice run N 40"111:9" E, 36.50 feet; thenet- run ::.49423141" l:, 10.Ou f -.ret ; thence run N 4U" 361 19" E, 134: -erural Lu .Lhu Point or licsfinnsng 021 TOGMt.,t W1TH the right e.o att.ach plvro: anti dock4 to the ser►witl.j. lnd maintain the piern and Jovk4. Tho ret•:1►_,:r provision cal foi lit dixj-.-v hav beon irclndr+ci as required by Chapter 86•-345, 1-4ws r)f F•1orid.i. Speciat Acts or 1986, and in binding apo;: rhe -,,art; of rhre :iccond part and Its succommors and asnians. -2 L. 30 ®RIGINAY. RECEIVED FEB�I� I" PLAMING 13rP mmpr ,. Cnv<F c, rkw�. •� �.a.lTUi.7 � �+"" 1 ' 9W'1y Cor. Traci A Ua11. a Island, O rN¢las. ` OI Claorwatat •i x N'4003elq"E 147.50' ' NOTHtTAb to Oct a.f.+lntr! q.80A0' . 1 ` A1194.p0' l: L■YO°00'Op' r N.AO°38' wi 134.53' N } e N4Aa�6"'� 8 `I al °i 36.5a� p•I ecc "di�; , . � oy a) v i s. Yo. o. I n is W _ P \1 z ■ us 4 ; ui O � M tf CL ° g o w9ao°ae19"arll.� a MARINA WAY � z Z ; 3500'' o a Q1 z , ._ _. _ .. .... .. _ A 4011 36'19'W 137.50 m a I \ A-9ORIGINAL A■9o11o000 door RECEIVED j &'401136' 19"W 14750' r ^ ' FC� CI1 761 PLANNING DEPARTMENp NOVO. 9/29/86 CIN OF CLEARWATFR • r 'rex ID NumM:r of Polio Numtkr of Property: 08-29-15-03380-003-0060 Grantee's Social Security Number or Tax ID Nuniber 23-72.12598 Prepared by and AFrCR RECORDING RG•n1RN TO J Alam• Caey. Faquire Powell.1, mCamq', Hqa S Sib•entein, P A r . Post Oliice Box 1689 +SI. Petenbwg Florida 33731.1689 Dda-� —21345 - 433,2)o -1o3- colo 99-143738 MAY- .3-1999 12: M PINELLAS CD BK 10500 PO 335 111111 IN IIIII IN 111111111111111 IN Ill ,t t t t t t t I t i t at.bppv SPECIAL WARRANTY DEED NATIONSBANK, N.A., a national banking association, success4r`by mergO to BARNETT -BANK, N.A., successor by merger to BARNETT BANK OF PINELL, S WIJNTY ("Grantor") ._-.....whose address is 100 North Tampa Street, Suite 1700, FL 1-007-17-04, Tampa,,11orida 33602, for --and in consideration of the sum of TEN AND NO/100 D&I ARS ($10.00) paid to Grantor and ,)_>, a.. ao°ther good and valuable consideration, the receipt and sufficiency o f which ale hereby acknowledged, 4has GRANTED, SOLD and CONVEYED and does hereby GkAN'f,'SELL and CONVEY unto a' ....__.CLEARWATER MARINE AQUARIUM, INC., a Florida;not;for; profit corporation ("Grantee") whose address is 249 Windward Passage, CleafyvVer, Olp'YJd"a 33767, in fee simple, that certain land located in Pinellas County, Florida, beings moFe pArtiuulat'ay, described in Exhibit A, attached hereto and incorporated herein by reference, t6g,6ther with'all`impi ovements, if any, located on such land ? (such land and improvements being coll4ctively rdferred'to as the "Property"). i r This conveyance is mAde,and `accWtS - ubject to all matters (the "Permitted Exceptions") set forth in Exhibit B, attnhed iierpto ani. incorporated herein by reference. TO HAVE AND -1'O,�&D the Property, together with all and singular the rights and appurtenances pertainfng tJrorefo, including all of Grantor's right, title and interest in and to adjacent streets, alleys and�ri�ihts;ef--way, subject to the Permitted Exceptions, unto Grantee and Grantee's heirs, successoo-and as§i&ns forever. And Grantor hereby covenants with Grantee that, except as above noted; that a`t\tli� tnti�ofthe delivery of this Special Warranty Deed the Property was free from all encumbrances map$ by it and that Grantor will warrant and defend the same against the lawful claitii-An d,d>'mands bf all persons claiming by, through or under Grantor, but against none other. fi�pt for the limited warranty of title, GRANTEE ACKNOWLEDGES THAT GRANTOR HAS NOT MkDE, DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS 'ANY REPRESENTATIONS, WARRANTIES, PROMISES, COVENANTS, AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, WHETHER EXPRESS OR IMPLIED, ORAL OR WRITTEN, PAST, PRESENT OR FUTURE, OF, AS TO, CONCERNING OR WITH RESPECT TO (A) THE VALUE, NATURE, QUALITY OR CONDITION OF THE PROPERTY, INCLUDING, WITHOUT LIMITATION, THE WATER, SOIL AND GEOLOGY, (B) THE INCOME TO BE DERiVEDFROM THE PROPERTY, (C) THE SUITABILITY OF THE OR*INAL RECENEb LAMVIN B103900C.CMA 003 Wpd Special Warranty Oeed iP1"WlWtl3 "W5,4;.. 7 A PINELLAS COUNTY FLA. OFF,REC,BK 10500 PG 336 PROPERTY FOR ANY AND ALL ACTIVITIES AND USES WHICH GRANTEE MAY CONDUCT THEREON, (D) THE COMPLIANCE OF OR BY THE PROPERTY OR ITS ; OPERATION WITH ANY LAWS, RULES, ORDINANCES OR REGULATIONS OF ANY APPLICABLE GOVERNMENTAL AUTHORITY OR BODY, (E) THE HABITABILITY;---_',, MERCHANTABILITY, MARKETABILITY, PROFITABILITY OR FITNESS FOR -.A ----,', PARTICULAR PURPOSE OF THE PROPERTY, (F) THE MANNER OR QUALITY OF/TREI CONSTRUCTION OR MATERIALS, IF ANY, INCORPORATED INTO THE PROPERTY',' (G) THE MANNER, QUALITY, STATE OF REPAIR OR LACK OF REPAIR 6F` -TA PROPERTY, OR (H) ANY OTHER MATTER WITH RESPECT TO THE PRpPEliT Y,'ANQ SPECIFICALLY, THAT GRANTOR HAS NOT MADE, DOES NOT MAK>s "AI4' SPECIFICALLYDISCLAIMS ANYREPRESENTATIONS REGARDING COI�LIANCE WITH ANY ENVIRONMENTAL PROTECTION, POLLUTION OR LANaUSE,`ZONINTAND DEVELOPMENT OF REGIONAL IMPACT LAWS, RULES, REGQLATIONS, ORDERS OR REQUIREMENTS, INCLUDING THE DISPOSAL OR EXIS'T'ENCE, INS bR ON THE PROPERTY, OF ANY HAZARDOUS MATERIALS, WASTES OR'StS$TAtES DEFINED IN ANY FEDERAL, STATE OR LOCAL LAWS OR ANY OTHER SPECIA.-L"Y REGULATED MATERIALS INCLUDING, BUT NOTLIMITED TO, ASBESTOS, PETROLEUM PRODUCTS, POLYCHLORINATED BIPHENYL, OR RADON GAS, EXCEPT THEWARRANTY OF TITLE EXPRESSLY SET FORTH HEREIN. GRANTEr-,Tt,1RTHERACK'NOWLEDGES THAT TO THE MAXIMUM EXTENT PERMITTED BY LAVA , ,TH9 SAI E OF THE PROPERTY IS MADE ON AN "AS IS" CONDITION AND B AS1S',WITH'A'L,I -6A-U1TS. By acceptance of this Special4arreAty bgworantee agrees to and accepts all of the forgoing matters. oil -' EXECUTED on the date seh fo\rtl hrtheacknowledgment attached hereto to be effective as of the 36B—' day of April, 1999.; - Signed, scaled and delivctcd`in fhc presence of: NationsBank, N.A., a national banking ,�� ll association, successor by merger to Barnet Bank, iNL1nVJ�✓6'1,T, N.A., successor by merger to Barnett Bank of (Signaturg,drWitnl=ss), Pinellas County Chris,Egpher -Pe`nn6w ,11, Jr. \ (� (Print Itlame of Witng )" By: Gerald P. Ademy L I ICIL.Senior Vice President ,jS�natili*e ,of Witness) `Shaton -E: Taylor (CORPORATE SEAL} (print Name of Witness) Address: 100 North. Tampa Street, Suite 1700 -' FL 1-007-17-04 Tampa, Florida 33602 ORIGINAL LAWUAN 8W9\D0C.CMA.003.Wpd RECEIVED Special Warranty Deed ..- 2 FEB 0 121111 PLANNING DEPARTMEM CITY OF CLEARWAXV 4% 1 ';' . Lr.'.ti ,.. .. / f ,1 STATE OF FLORIDA ) COUNTY OF HILLSBOROUGH ) - 1 The foregoing instrument was acknowledged before me on the 28th day of April,1999, by Gerald P. Ademy as Senior Vice President of NATIONSBANK, N.A., a national. banklnj association, successor by merger to Barnett Bank, N.A., successor by merger to Baaiett-Bagk♦of . Pinellas County, on behalf of the association. He 00 is personally known to me or ❑ has produced as identification. \ ' zo ISUZANNEALBRI TON[E,EW COMMISSIONIcc8G8058 Name: Shari uzanne A BrittondI�NFahmary10, UmWw3NOTARYPUBLIC State of Fjd'r da,' / cWyPuSkUmlarw/ilore Serial Number (if any) CG $.a 0fl lb MyCommissioivEx ires: 2/10/03 \ \ J / 1 \ \ 1 I r \ 1 1 lAWU:W BM91D0C.ClVA.003.wpd Special Warranty Deed 1 1 I � _ lAWU:W BM91D0C.ClVA.003.wpd Special Warranty Deed EXHIBIT A + , I 1 II 1 1 LAND Lots 6, 7 and 8, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER,_- i according to the map or plat thereof as recorded in Plat Book 51, Page 34,zif Public Records of Pinellas County, Florida. IAM'U:W 8103900C.CMA.003.wpd Special Warranty Deed ORIGINAL RECEIVED F 1 01 7011 K"ING DEPS CM OF CLEARWAj'M r. •LI .I} I ! ! ♦ I ♦ I IAM'U:W 8103900C.CMA.003.wpd Special Warranty Deed ORIGINAL RECEIVED F 1 01 7011 K"ING DEPS CM OF CLEARWAj'M r. •LI .I} 2. 3 4. 5. 6. 7. 8. PINELLAS COUNTY FLA OFF.REC.9K 10500 PG 339 EXHIBIT B I PERMITTED EXCEPTIONS 1f j TO DEED - - - Rights of parties in possession, if any. Governmental rights of police power or eminent domain unless notice of the gxef I e o�ku k', rights appears in the public records as of the date hereof; and the consequq'npes of any,Rw, ordinance or governmental regulation including, but not limited tq,_bt ildldg and zohing ordinances. Defects, liens, encumbrances, adverse claims or other matters 1) lot; known jq the Grantor and not shown by the public records but known to the Grantee as ofthe datd hereof and not disclosed in writing by the Grantee to the Grantor prior to the date hereof; 2) resulting in no loss or damage to the Grantee; or 3) attaching or cteated subsequent to the effective -date hereof. Visible and apparent easements and all undergr§ci des s; if any, the existence of which may arise by unrecorded grant or by use,\ Any and all unrecorded leases, i£ariy, and rigFitg'ofparties therein. 1f f, Taxes and assessments forihq ye6r,pf closjng and subsequent years. All valid and enforEeable cQvenints, liens, encumbrances, defects, easements and other matters, if any ,ps Shown6'rthe public record. All matter!rwhich,%cjul&Aisclosed by an accurate survey performed as of the date of this Deed. if f . f f LAMM 910391D0C.CMA.003.wpd Special Warranty Deed ORIGINAL RECENED FAQ 01 xr i NAMING DEPAWWtr, Cant OF CLE Ajar I#: 2010338511 BK: 17103 PG: 1760, $1.8.50 D DOC STAMP COLLECTION $21, COUNTY, FL BY DEPUTY CLERK: CLKDMC9 PREPARED BY AND RETURN TO: THOMAS C. NASH, II, Esquire Macfarlane Ferguson & McMullen 625 Court Street, Suite 200 Post Office Box 1669 (33757) Clearwater, Florida 33756 /02/2010 at 04:41 PM, RECORDING 2 PA )0 KEN BURKE, CLERK OF COURT PINELL. 0$- li-15-Li • 0�-two WARRANTY DEED i., . .-A_ THIS INDENTURE made this, day of December; 2010, by and between HARBOUR ESTATES, L.L.C., a Florida limited liability company, of the County of Pinellas, in the State, of Florida, Party of the First Part, whose mailing address is 219 Windward Passage, Clearwater, FL 3'3167, and CLEARWATER MARINE AQUARIUM, INC., a Florida not for profit corporation of the County of Pinellas, in the State of Florida, Party of the Second Part, whose mailing address is 249 Windward Passage, Clearwater, FL 33767. % WITNESSETH: ' That the said Party of the First Part, for and in considgration of the kum ol;Tjen Dollars ($10.00) to them in hand paid by the said Party of the Second Part, the',receipt wliei'eof is hereby acknowledged, has granted, bargained and sold to the said Party of the Second%rt, their' Heirs and assigns forever, the following described land, situate lying and being'ittthe Cct4&gf Pinellas, State of Florida, to -wit: PARCEL I: The East 60 feet of Lot 6, f1dek Cf15LAN)�VSTATES OF CLEARWATER, UNIT FIA,dt 6rding td the map or plat thereof recorded in Plat B9ek 51,4Page,34, of the Public Reecccls of Pinellas County, Florida.,' ," TOGETHER W t H thenonic�' clusive easement created by Reciprocal Easer6r ts, and Maintenance Agreement recorded in Official Recor'ds$odk 14343, Page 2050, and re-recorded in O.R. Boob14371,-Paga V33, and re-recorded in O.R. Book 14381, Page 13]6 of flhe PU61ie Records of Pinellas County, Florida. PAItt 11IIt 'The Wast�50 feet of Lots one (1) and four (4) and all of Lot 5, Block C, `I9LAi4D'ESTATES OF CLEARWATER, UNIT FIVE, according to the PI"at thereof, recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. Subject to 2011 real estate taxes, restrictions, reservations and easements of record. Parcel I.D. No. 08/29/15/43380/003/0050 ORIGINAL RECEIVED MING City OF CW, �WAMF ; , PINF.LLAS COUNTY FL OFF. REC. BK 17" - PG 1761 And the said Party of the First Part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Party of the First Part has hereunto set their hand and seal the day and year first above written. Signed, Sealed and Delivered HARBOUR ESTATES, L.L.C, a Florida 1 ' in Our Presence: limited liability company _ By: HARBOUR WATCH, L.L.C., a limited liability company, , its Managing Member ; By: WEATHERSTONE DEVELOPMENT' CORP., a Florida corporation, - - its Managing Member ; By:� SEAcLY FREDERICK H. ftAfWWIdC,, - President STATE OF FLORIDA COUNTY OF PINELLAS ' I HEREBY CERTIFY, that gn this daj,peFsonally appeared before me, an officer duly authorized to administer oaths and take aFowlgdgments, FREDERICK H. HARDWICK, President, Weatherstone Developm\at CQfp., a Fltrrida corporation, to me personally known or who has produced - - as identification, and known to me to be the individual(s),'desct'ib@d, in\ an¢ who executed the foregoing instrument and acknowledged before me' t�at he exedtu ed the'same for the purposes therein expressed. L WITNESS i;liybai;,d`and offiFfal seal at Clearwater, said County and State s day of December, 2010.1, -- ` d Notary Public Print Name My Commission Expires: _ ThDn= C Nash 11 d MyC4mnaa1mDDM16 Expires 03114/2011 H:N)MAREUROLLEAub—En awM.WAq0W.1ad. ORIGINAL RECEIVED FEB Q 12110' NAMING DEPARTMEN1 CITY OF CLEARWATER "0' i vA. ;4- )e LEGAL DESCRIPTION LEGAL DESCRIPTION From the Southwesterly corner of TractA of Unit2, Island Estates of Clearwater (Plat Book 47, pages 19A and 20, Public Records of Pinellas County, Florida) , run N 49°23'41 " W, along the Northerly right-of-way line of Clearwater Causeway, 575.00 feet for a Point of Beginning; thence continue N 49°23'47" W, along same line, 482.00 feet; thence run S 40°36'19" W, 147.50 feet along the outer face of a seawall, thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90°00'00 thence S 49°23'41 " E, 362, 00 feet along said face- thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90°00'00 thence N 40°36'19" E, 147.50 feet to the Point of Beginning. WRICTAW./A AI % Lots 5, 6, 7 and 8, and the West 50 feet of Lots 1 and 4, Block C, UNIT 5 ISLAND ESTATES OF CLEAR WATER, according to the Plat thereof as recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. ORIGINAL RECEIVED pL*MING DEPARTMEN CITY OF CLEARWATF' CDB Meeting Date: May 17, 2011 Case Number: FLD2011-02006 Agenda Item: D. 1. Owners/Applicant: Clearwater Marine Aquarium, Inc. Representative: Housh Ghovaee / Renee Ruggiero, Northside Engineering Services, Inc. Address: 249 Windward Passage CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit the expansion of the Clearwater Marine Aquarium within the Commercial (C) District with a lot area of 197,167 square feet (4.526 acres), a lot width of 546.3 feet, a front (north) setback of 15 feet (to building/pavement), rear (south) setbacks of 12 feet (to building) and zero feet (to marina promenade), side (east) setbacks of 272 feet (to building) and 10 feet (to pavement), a side (west) setback of 10 feet (to building), and side (north) setbacks of 30 feet (to building) and 10 feet (to pavement), a building height of 42.33 feet, and 323 off-street parking spaces as a Comprehensive Infill Redevelopment Project pursuant to Community Development Code Section 2-704.C. along with a reduction to the perimeter buffer requirement along the south property lines from 15 feet to zero feet, and a reduction from the required number of trees within interior landscape islands from 34 to 27 as a Comprehensive Landscape Program pursuant to Community Development Code Section 3-1202.G., with a two-year Development Order. ZONING DISTRICT: Commercial (C) District FUTURE LAND USE PLAN CATEGORY: Commercial General (CG) PROPERTY USE: Current: Aquarium, Marina and Vacant Property Proposed: Aquarium and Marina EXISTING North: Commercial (C) District and SURROUNDING Medium Density Residential (MDR) District ZONING AND USES: Offices and Attached Dwellings South: Preservation (P) District Mandalay Channel (Intracoastal Waterway) East: Commercial (C) District and Preservation (P) District Restaurant and Mandalay Channel West: Commercial (C) District and Preservation (P) District Offices and Mandalay Channel Community Development Board —May 17, 2011 FLD2011-02006 —Page 1 of 12 ANAINSTS: Site Location and Existing Conditions: The 4.52 -acre subject property is located on the south side of Windward Passage approximately 210 feet west of Island Way. The property is comprised of three separate parcels of land that when combined result in an awkward property configuration. These properties consist of the existing 39,974 square foot, two-story Clearwater Marine Aquarium (CMA) building, a 25 -dock marina, and a mixture of improved and unimproved off-street parking (the majority of which does not comply with current parking design standards). The eastern third of the subject property is vacant. It is noted that at its meeting of March 17, 2011, the City Council approved a subordination agreement and approved the modification of the City's' reverter on the CMA property. The subordination agreement provides, among other things, that the City subordinate its reverter interest up to an $8.6 million loan. In return for the City's subordination, the City obtains the right of first refusal to acquire the first mortgage position and/or title, if applicable, to the property should the City elect to exercise its reverter rights by paying off the existing indebtedness in the event of the default or demise of the CMA property. Should the CMA fail and/or default on the outstanding indebtedness, and BB&T pursues its mortgage rights, the City would have the option to either obtain control of the entire CMA campus in return for payment of the then existing debt balance or waive this option with BB&T then able to proceed with foreclosure on the Parcels. The City has no obligation to purchase the mortgage nor is the City guaranteeing any debt. Development Proposal: The development proposal that is currently before the Community Development Board (CDB) will eliminate all of the existing conforming and non -conforming parking areas from the site and consists of the following improvements: ❑ The construction of an approximate 11,000 square feet of new floor area for the Clearwater Marine Aquarium building to include a new lobby and gift shop, as well as a new outdoor tank exhibit area with a 660 -seat outdoor stadium; ❑ The construction of several new outdoor aquatic tanks along the west side of the Clearwater Marine Aquarium building; ❑ The construction of a new 205 -space, four -level parking garage between the Clearwater Marine Aquarium building and Windward Passage; ❑ The construction of a new 118 -space surface parking lot on the eastern third of the subject property; ❑ The construction of a new 12 -foot to 14 -foot wide marina promenade along that portion of the property abutting the Mandalay Channel; ❑ The installation of a loading zone, dumpster enclosure and "T" turnaround for Fire Department access at the termination of the right-of-way for Marina Way on the subject property; ❑ The installation of perimeter, interior and foundation landscaping throughout the site; and ❑ The installation of stormwater drainage improvements including a vault beneath the surface parking area. Community Development Board —May 17, 2011 FLD2011-02006 — Page 2 of 12 The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Intensity: Pursuant to the Countywide Plan Rules and CDC Section 2-701.1, the maximum floor area ratio (FAR) for properties with a future land use plan designation of CG is 0.55. The proposed expansion will result in a total gross floor area of 52,323 square feet at a FAR of 0.265, which is below the above referenced maximum. Impervious Surface Ratio (ISR): Pursuant to the Countywide Plan Rules and CDC Section 2- 701.1, the maximum ISR for properties with a future land use plan designation of CG is 0.95. The proposed ISR is 0.852, which is below the above referenced maximum. Minimum Lot Area and Width: Pursuant to CDC Table 2-704, there is no minimum required lot area or lot width for a Comprehensive Infill Redevelopment Project. The lot area of the subject property is 197,167 square feet (4.53 acres) while the lot width along Windward Passage is 546.3 feet. It is noted that the lot area/width of the subject property exceeds that which is typical for uses in the C District. Minimum Setbacks: Pursuant to CDC Table 2-704, there are no minimum required setbacks for a Comprehensive Infill Redevelopment Project. The development proposal includes a front (north) setback of 15 feet (to building/pavement), rear (south) setbacks of 12 feet (to building) and zero feet (to pavement), side (east) setbacks of 272 feet (to building) and 10 feet (to pavement), a side (west) setback of 10 feet (to building), and north (side) setbacks of 30.6 feet (to building) and 10 feet (to pavement). It is noted that the proposed setbacks are generally consistent with what would typically be required in the C District and, for the most part, will not result in required perimeter landscape buffers being reduced, or result in a site design that is out of character for the surrounding area. The requested front setback of 15 feet to the proposed parking garage and surface parking area will help facilitate the opportunity to locate the facility in its proposed location which will in turn enable parking garage to effectively have a second function as physical buffer from the principal aquarium building and outdoor stadium/tank area and help mitigate any potential acoustic impacts that may stem from these elements. The requested rear setback of zero feet is in order to accommodate the construction of a paver brick promenade along the entire length of the waterfront property line. The promenade will provide a clearly defined path for pedestrian traffic along the waterfront and facilitate easy access to the existing marina/boat slips. Maximum Building Height: Pursuant to CDC Table 2-704, there is no maximum height for a Comprehensive Infill Redevelopment Project. The greatest height for the entire project is for the proposed sun shade over the outdoor stadium/tank area, which is 42.33 feet. The height of the principal aquarium building is 22.5 feet, and the height of the parking garage is 31.5 feet. It is noted that the proposed height is within the maximum range established for multiple uses within the C District and is compatible with the surrounding buildings. Community Development Board — May 17, 2011 FLD2011-02006 — Page 3 of 12 Minimum Off -Street Parking: Pursuant to CDC Table 2-704, the minimum off-street parking requirement for a Comprehensive Infill Redevelopment Project shall be determined by the Community Development Coordinator based on the specific use and/or ITE Manual standards. It is noted that the existing city -marina requires a total of 24 off-street parking spaces (one space per two slips), all of which are provided for and will be reserved exclusively for the use of marina tenants. The aquarium has been determined to have two distinct elements: the principal aquarium building and the 660 -seat outdoor stadium/tank area. The ITE Manual does not include an aquarium land use category; therefore alternate, similar comparables were sought out within the ITE Manual for the proposed use/elements. Based upon discussions with the applicant as well as the City's Traffic Engineering staff, the principal aquarium building was found to be most consistent with the Museum land use; and as a Museum the off-street parking requirement for the principal aquarium element was established as 1.32 spaces per 1,000 square feet, or 67.35 spaces. The outdoor stadium/tank area was found to be most consistent with the Live Theater land use; and as Live Theater the off-street parking requirement for the stadium element was established as 1 space per three seats, or 217.80 spaces. Based upon the above, the combined total of required off-street parking spaces for the principal aquarium building, the outdoor stadium/tank area, and the marina is 309. The application currently before the CDB proposes 323 off-street parking spaces, and therefore meets the requirements of CDC Table 2-704. Comprehensive Infill Redevelopment Project - Flexibility Criteria: Pursuant to CDC Section 2- 704.C.6.d, in order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ■ Changes in horizontal building planes; ■ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc; ■ Variety in materials, colors and textures; ■ Distinctive fenestration patterns; ■ Building step -backs; and ■ Distinctive roofs forms. As part of their written response to address the above flexibility criterion, the applicant has provided the following: "The proposed development utilizes a number of design elements in order to form a cohesive, visually interesting and attractive appearance. Each structure uses changes in horizontal building planes which is visible at the main structure entrance and stadium. Architectural columns, pilasters, porticos, and railings add interest on both structures which can be seen at the parking garage corners and decks surrounding the show tanks. The incorporation of a variety of materials and landscaping at both structures adds visual interest. Each structure's fenestration patterns are repetitive and rectilinear making it distinctive from surrounding projects and giving the project its own identity. Each structure has unique roof forms which will set it apart from the Community Development Board —May 17, 2011 FLD2011-02006 — Page 4 of 12 surrounding areas and make it a visual landmark to visitors. These elements make the aquarium unique, visually interesting, and distinctive from surrounding areas. " With regard to the aquarium building and outdoor stadium/tank area, staff generally agrees with the applicant that the necessary design elements are being incorporated into the building design and that said design will be visually interesting and attractive in its appearance. However, staff cannot make the same finding with respect to the proposed parking garage. The proposed architectural elevations for the parking garage have carried -over the same fenestration pattern found on the aquarium building, and have incorporated columns and railings as architectural details. However, the proposed columns add very little to the building aesthetic; seemingly acting as a structural element only, and the building appears rather plain, unadorned and devoid of any visually interesting and attractive architectural details. Further, there are no discernable changes in horizontal building planes, no use of building step -backs, or anything that would be considered a distinctive roof form. In short, the proposed parking garage does not comply with the required Comprehensive Infill Redevelopment Project criterion. Staff acknowledges that incorporating changes in horizontal building planes and building step - backs into a parking garage is difficult without compromising the functionality of the parking garage itself. Because of this, staff feels strongly that even greater attention must be paid to the incorporation of the other design elements into the final architectural elevations. The plans do not identify any proposed building materials other than concrete and no further specifics have been provided by the applicant in their written response. The parking garage structure will be concrete with no apparent variation in texture, and the only other material incorporated into the design is some type of metal railings for the staircase. Staff does not find that the proposal constitutes variety in materials and textures. Therefore, staff recommends that additional material be incorporated into the design; perhaps through the application of a decorative metal trim (although a different metal from the railings) on the cap of the fenestrated garage walls and stair towers. It is noted that through the incorporation of this trim into the design, the roof of the parking garage would become more distinctive than as presently proposed. Staff would also recommend that the fenestrated garage walls be textured differently from the balance of the garage exterior. Through these modifications staff would find that the design displays a variety in materials, colors and textures. As previously noted, the proposed architectural elevations incorporate columns and railings as architectural details, but that these do little to the overall building appearance. While it is not desirous to add architectural details to the parking garage that would be out of character for not only its style but also the style of the aquarium building and result in the creation of a less cohesive overall design, staff feels that through the incorporation of awnings into the design there will be a benefit to not only the appearance of the parking garage, but also to its functionality. Therefore, staff recommends that an awning be added at the vehicular entry into the parking garage (east elevation) as well as on the third level of the two fenestrated walls on the north elevation. The awnings must be canvas, aluminum or another material acceptable to the Planning and Development Department other than plastic, be of an adequate dimension to be of meaningful aesthetic value, and be of a color compatible with the chosen color palette. Community Development Board — May 17, 2011 FLD2011-02006 — Page 5 of 12 The west elevation of the proposed parking garage appears rather monotonous with a solid concrete wall, three sections of open parking deck, and an open stairwell. Staff would recommend that the center section of open parking deck be modified in some manner to provide architectural diversity to the elevation; perhaps through the utilization/installation of a living wall or green wall. The installation of such a wall, aside from the obvious aesthetic appeal, may also help to purify the air circulating from the parking garage and act as an acoustic control from the parking garage as well. Subject to the above discussed changes being incorporated into the final architectural design of the parking garage, a positive finding can be made with regard to the Comprehensive Infill Redevelopment Project flexibility criteria set forth in CDC Section 2-704.C. Mechanical Equipment: Pursuant to CDC Section 3-201.D.1, all outside mechanical equipment must be screened so as not to be visible from public streets and/or abutting properties. Based upon the plans submitted, it does not appear that any mechanical equipment will be located on the roof of the proposed buildings. Instead, any mechanical equipment would appear to be located within the CMA facility itself, or along the south side of the building adjacent to the promenade. Sight Visibili . Triangles: Pursuant to CDC Section 3-904.A, to minimize hazards at the proposed driveways on Windward Passage and where the property is accessed via Marina Way, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20 -foot sight visibility triangles. The proposal was reviewed by the City's Traffic Engineering Department and found to be acceptable. Utilities: Pursuant to CDC Section 3-912, for development that does not involve a subdivision, all utilities including individual distribution lines must be installed underground unless such undergrounding is not practicable. The existing building is served by overhead utilities. Should this application be approved, all utilities serving this building must be relocated underground on- site in compliance with this requirement. Landscaping_ Pursuant to CDC Sections 3-1202.D.1 and 3, there is a 15 -foot wide landscape buffer required along the property lines abutting the Mandalay Channel/Causeway right-of-way. The proposal includes a reduction to the landscape buffer along the Mandalay Channel/Causeway right-of-way from 15 feet to zero feet. Pursuant to CDC Section 3-1202.E.1, one tree is required within an interior landscape island for every 150 square feet of required greenspace. The proposal includes a reduction to this requirement from 34 to 27. Comprehensive Landscape Program: Pursuant to CDC Section 3-1202.G., the landscaping requirements contained within the Code can be waived or modified if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: Community Development Board — May 17, 2011 FLD2011-02006 — Page 6 of 12 The majority of the perimeter landscape buffer either meets or, as in the case of the buffer adjacent to Windward Passage, exceeds the minimums established in the Code. The exception to this is the south perimeter buffer abutting the Mandalay Channel/Causeway right-of-way. Perimeter buffers are typically desirable elements in the site design; however in the instance of the required south perimeter buffer its provision would actually be an impediment to the functionality of the site, impeding access to the existing, abutting marina/boat slips. As such, the applicant has proposed the construction of a paver brick promenade along the entire length of the waterfront property line. This promenade will provide a clearly defined path for pedestrian traffic along the waterfront and facilitate easy access to the existing marinalboat slips. Some landscaping will be provided between the aquarium building and the waterfront in the form of a three-foot wide planter area consisting of pitch apple and a silver button wood hedge. With regard to the interior of the surface parking area the proposal meets the majority of the applicable Code requirements. However, the application does request a reduction of the requirement to provide 34 trees within interior landscape islands (1 per 150 square feet of required greenspace) to 27 trees. While only 79% of the otherwise required interior trees are to be provided, it does not appear to be possible for the site to accommodate any further interior trees without substantially impacting the number of available off-street parking spaces through the addition of more landscape islands, or by planting further trees in the already proposed landscape islands at the expense of reducing the spacing between the trees and compromising the viability of all trees to be planted. Solid Waste: The development proposal provides for a new 15 -foot by 11 -foot (approximate) dumpster enclosure within the "T" turnaround area located off of Marina Way. The plans indicate this enclosure will be constructed to City standards. It is a requirement that the enclosure exterior must be consistent with the exterior materials and color of the building. The proposal has been found to be acceptable by the City's Solid Waste Department. Community Development Board — May 17, 2011 FLD2011-02006 — Page 7 of 12 Consistent Inconsistent 1. Architectural theme: a. The landscaping in a comprehensive landscape program shall be designed as a N/A N/A part of the architectural theme of the principle buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment X proposed in the comprehensive landscape program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is X automatically controlled so that the lighting is turned off when the business is closed. 3. Community character: The landscape treatment proposed in the comprehensive X landscape program will enhance the community character of the City of Clearwater. 4. Property values: The landscape treatment proposed in the comprehensive landscape X program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan: The landscape treatment proposed in the N/A N/A comprehensive landscape program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. The majority of the perimeter landscape buffer either meets or, as in the case of the buffer adjacent to Windward Passage, exceeds the minimums established in the Code. The exception to this is the south perimeter buffer abutting the Mandalay Channel/Causeway right-of-way. Perimeter buffers are typically desirable elements in the site design; however in the instance of the required south perimeter buffer its provision would actually be an impediment to the functionality of the site, impeding access to the existing, abutting marina/boat slips. As such, the applicant has proposed the construction of a paver brick promenade along the entire length of the waterfront property line. This promenade will provide a clearly defined path for pedestrian traffic along the waterfront and facilitate easy access to the existing marinalboat slips. Some landscaping will be provided between the aquarium building and the waterfront in the form of a three-foot wide planter area consisting of pitch apple and a silver button wood hedge. With regard to the interior of the surface parking area the proposal meets the majority of the applicable Code requirements. However, the application does request a reduction of the requirement to provide 34 trees within interior landscape islands (1 per 150 square feet of required greenspace) to 27 trees. While only 79% of the otherwise required interior trees are to be provided, it does not appear to be possible for the site to accommodate any further interior trees without substantially impacting the number of available off-street parking spaces through the addition of more landscape islands, or by planting further trees in the already proposed landscape islands at the expense of reducing the spacing between the trees and compromising the viability of all trees to be planted. Solid Waste: The development proposal provides for a new 15 -foot by 11 -foot (approximate) dumpster enclosure within the "T" turnaround area located off of Marina Way. The plans indicate this enclosure will be constructed to City standards. It is a requirement that the enclosure exterior must be consistent with the exterior materials and color of the building. The proposal has been found to be acceptable by the City's Solid Waste Department. Community Development Board — May 17, 2011 FLD2011-02006 — Page 7 of 12 Code Enforcement Analysis: There is no active Code Enforcement case for the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards as per CDC Section 2-701.1 and Table 2-704: Community Development Board —May 17, 2011 FLD2011-02006 — Page 8 of 12 Standard Proposed Consistent Inconsistent FAR 0.55 0.265 X ISR 0.95 0.852 X Minimum Lot Area N/A 197,167 square feet (4.52 acres) X Minimum Lot Width N/A 416.12 feet X Minimum Setbacks Front: N/A North: 15 feet (to building) X 15 feet (to pavement) Rear: N/A South: 12 feet (to building) X Zero feet (to pavement) Side: N/A North: 30.6 feet (to building) X 10 feet (to pavement) East: 272 feet (to building) X 10 feet (to pavement) West: 10 feet (to building) X Maximum Height N/A 42.33 feet (outdoor stadium/tank area) X 22.5 feet (aquarium) 31.5 feet (parking garage) Minimum Determined by the 323 parking spaces X Off -Street Parking Community Development Coordinator based on the specific use and/or ITE Manual standards Community Development Board —May 17, 2011 FLD2011-02006 — Page 8 of 12 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2-704.0 (Comprehensive Infill Redevelopment Project): Community Development Board —May 17, 2011 FLD2011-02006 — Page 9 of 12 Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building step backs; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board —May 17, 2011 FLD2011-02006 — Page 9 of 12 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3-914.A: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of March 3, 2011, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following: Findings of Fact. The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. The 4.52 -acre subject property is located on the south side of Windward Passage approximately 210 feet west of Island Way; 2. The subject property is zoned Commercial (C) District with an underlying future land use plan designation of Commercial General (CG); 3. The subject property has approximately 416.12 feet of frontage along Windward Passage; 4. The building setbacks are 15 feet (front), 12 feet (rear), 272 feet, 10 feet and 30.6 feet (side); 5. The pavement setbacks are 15 feet (front), zero feet (rear), and 10 feet (sides); 6. The height of the sun shade for the outdoor stadium/tank area is 42.33 feet, the principal aquarium building is 22.5 feet, and the parking garage is 31.5 feet; 7. Based upon discussions with the applicant and the City's Traffic Engineering staff, as well as in reviewing comparable land uses in the ITE Manual, the off-street parking requirement for the development proposal has been determined to be 309 parking spaces and 323 parking spaces are proposed; and 8. The development proposal will be compatible with the surrounding area. Conclusions of Law. The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Community Development Code (CDC) Tables 2-701.1 and 2-704; 2. That the development proposal is consistent with the Flexibility criteria set forth in CDC Sections 2-704.C; Community Development Board — May 17, 2011 FLD2011-02006 —Page 10 of 12 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of March 3, 2011, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following: Findings of Fact. The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. The 4.52 -acre subject property is located on the south side of Windward Passage approximately 210 feet west of Island Way; 2. The subject property is zoned Commercial (C) District with an underlying future land use plan designation of Commercial General (CG); 3. The subject property has approximately 416.12 feet of frontage along Windward Passage; 4. The building setbacks are 15 feet (front), 12 feet (rear), 272 feet, 10 feet and 30.6 feet (side); 5. The pavement setbacks are 15 feet (front), zero feet (rear), and 10 feet (sides); 6. The height of the sun shade for the outdoor stadium/tank area is 42.33 feet, the principal aquarium building is 22.5 feet, and the parking garage is 31.5 feet; 7. Based upon discussions with the applicant and the City's Traffic Engineering staff, as well as in reviewing comparable land uses in the ITE Manual, the off-street parking requirement for the development proposal has been determined to be 309 parking spaces and 323 parking spaces are proposed; and 8. The development proposal will be compatible with the surrounding area. Conclusions of Law. The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Community Development Code (CDC) Tables 2-701.1 and 2-704; 2. That the development proposal is consistent with the Flexibility criteria set forth in CDC Sections 2-704.C; Community Development Board — May 17, 2011 FLD2011-02006 —Page 10 of 12 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per CDC Section 3-914.A; and 4. That the development proposal is consistent with the Comprehensive Landscape Program criteria as per CDC Section 3-1202.G. Based upon the above, the Planning and Development Department recommends APPROVAL of the Flexible Development application to permit the expansion of the Clearwater Marine Aquarium within the Commercial (C) District with a lot area of 197,167 square feet (4.526 acres), a lot width of 546.3 feet, a front (north) setback of 15 feet (to building/pavement), rear (south) setbacks of 12 feet (to building) and zero feet (to marina promenade), side (east) setbacks of 272 feet (to building) and 10 feet (to pavement), a side (west) setback of 10 feet (to building), and side (north) setbacks of 30 feet (to building) and 10 feet (to pavement), a building height of 42.33 feet, and 323 off-street parking spaces as a Comprehensive Infill Redevelopment Project pursuant to Community Development Code Section 2-704.C. along with a reduction to the perimeter buffer requirement along the south property lines from 15 feet to zero feet, and a reduction from the required number of trees within interior landscape islands from 34 to 27 as a Comprehensive Landscape Program pursuant to Community Development Code Section 3-1202.G., with a two-year Development Order, subject to the following conditions: Conditions of Approval: 1. That any outstanding comments from the Engineering Department, Fire Department and Parks and Recreation Department be addressed prior to the issuance of any building permits or issuance of a Certificate of Completion/Occupancy, as applicable; 2. That the hours of operation and live presentation schedule remain generally consistent with those times provided to staff by the applicant, and that any substantial variation to those times require the approval of the Community Development Board; 3. That a decorative metal trim (although a different metal from the railings) be provided on the cap of the fenestrated garage walls and stair towers; 4. That the fenestrated garage walls be textured differently from the balance of the garage exterior; 5. That an awning be added at the vehicular entry into the parking garage (east elevation) as well as on the third level of the two fenestrated walls on the north elevation. The awnings must be canvas, aluminum or another material acceptable to the Planning and Development Department other than plastic, be of an adequate dimension to be of meaningful aesthetic value, and be of a color compatible with the chosen color palette; 6. That the center section of open parking deck on the west elevation be modified to provide architectural diversity to the elevation through the utilization/installation of a living wall or green wall; 7. That all utilities serving this building be relocated underground on-site in compliance with the requirement of CDC Section 3-912; 8. That all lighting must be automatically controlled so that it is turned off when the business is closed in compliance with the requirement of CDC Section 3-1202.G.2; 9. That, pursuant to CDC Section 3-1402.I.3, lighting levels in the parking garage shall meet or exceed the current minimum Illuminating Engineering Society (IES) standards, and that evidence depicting said compliance shall be provided prior to the issuance of any building permits for the parking garage; Community Development Board — May 17, 2011 FLD2011-02006 —Page 11 of 12 10. That, pursuant to a written statement provided by the applicants representatives, only low- level amplification be utilized during presentations, and that any amplified sound meet the requirements of any applicable Code requirement; 11. That, pursuant to a written statement provided by the applicants representatives, the parking garage shall be equipped with arms/gates to secure the parking garage when the aquarium is closed, and that details of the arms/gates be provided to and approved by the Planning and Development Department prior to the issuance of any building permits; 12. That the site and landscape plans be modified to provide for a pedestrian access between the western edge of the "T" turnaround, the door at the northwest corner of the aquarium building, and the promenade; 13. That the exterior of the dumpster enclosure must be consistent with the exterior materials and colors of the buildings; and 14. That, prior to the issuance of any building permits, the Parking Easement granting an easement from the Clearwater Marine Aquarium to the City for a total of twenty-four off- street parking spaces on the subject property as depicted and identified on the site plan as "Reserved for Municipal Slip Usage" ("Marina Spaces") is recorded in the Public Records. Prepared by Planning & Development Dept. Staff: /✓� Robert G. Tefft, Development Review Manager ATTACHMENTS: Location Map; Aerial Map; Zoning Map; Existing Surrounding Uses Map; Photographs of Site and Vicinity S: (Planning DepartmenAC D BIFLEX (FLD) IPendtng cases) Up for the next CDBI Windward Passage 249 Clearwater Marine Aquarium (C) 2011.05 - RTIStaff Report 2011 05-I7.docx Community Development Board — May 17, 2011 FLD2011-02006 — Page 12 of 12 Robert G. Tefft 100 South Myrtle Avenue Clearwater, FL 33756 (727) 562-4539 robert.tefft(d) mvc.learwater.coin PROFESSIONAL EXPERIENCE ■ Development Review Manager City of Clearwater, Clearwater, Florida August 2008 to Present Direct Development Review activities for the City. Supervise professional planners, land resource specialists and administrative staff. Conduct performance reviews. Serve as staff to the Community Development Board. ■ Planner III City of Clearwater, Clearwater, Florida June 2005 to August 2008 Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. ■ Planner II City of Clearwater, Clearwater, Florida May 2005 to June 2005 Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. • Senior Planner City of Delray Beach, Delray Beach, Florida October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezoning, land use amendments, and text amendments. Organized data and its display in order to track information and provide status reports. Make presentations to various City Boards. Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in-depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs/services to other professionals and the public. EDUCATION Bachelor of Arts, Geography (Urban Studies), University of South Florida, Tampa, Florida �a ,5 gvJ pPLM v v i z ST a� SAF pO�t3� gu � � v to N Po�Pti n z ST `t ~ DORY PASSAGE D 0 PROJECT Causeway Bid SITE n �rc� v o �0 WINDWARD p SAGE i i i O� ON -` DR WATER DR BAYSIDE LOCATION Owners: Clearwater Marine Aquarium, Inc. Case: FLD2011-02006 Site: 249 Windward Passage Property Size: 4.53 Acres PIN: 08-29-15-00000-130-0700 08-29-15-43380-003-0070 Atlas Page: 2678 08-29-15-43380-003-0050 Yid * , rp l • � �' e ;; 1 i � 1 � r AiF �/� r. AN 1 ��jqT ti_=' � � ' ,� , ♦ FIS f lAL .... � �-�� ,'� .'•_'fir+ . Y'7 AERIAL Owne-s: �:le irwater Marine Aquarium, Inc. Case: FLD201 1-02at, Site: 249 Windward Passage P, operft Size: 4.53 Acres PIN: D8-'z9-15-00000-130-0700 AtlaE FogE: 2676 )8-�9-15-43380-003-0070 D8-'z9-15-43380-003-0050 rvrLN146 tiry R 144 gbh 14 0 138 N�1�42 136 NoNN 134 132 �6h b� M 110 � tih �bh 0g hh100 �v 6^ S?oq rye^ � N 50 20 P 0� 's 0 IDR P P ZONING Owners: Clearwater Marine Aquarium, Inc. Case: FLD201 1-02006 Site: 249 Windward Passage Property Size: 4.53 Acres PIN: 08-29-15-00000-130-0700 Atlas Page: 267B 08-29-15-43380-003-0070 08-29-15-43380-003-0050 ST BRENDEN Q 7246 A c (c( s ] 6 ti 0� 5�� 5 1Q' L° Q 144 CHURCH 142 , o 140 0 4 R G� O%?i �qsF' O 138 = A 9 tigs� sin] �136134 Ayq g cN a 1332Q 1128 RAA 3 ry�h ,os s'�'ATT ED n , .� i 3ios 94 M '°tiq DW WN 14,M 2 TAIL S ES s RB �2 SF 41 n s 9 PHASE 99110 AND SE ICES A ygsF ,3io4 ,O Q�\[,P h^ ti 9 �h ^y ti OFFICES PHASE 10 o ryhh `Yss ,0 100 6^ ti �o ryQa oe e l � WINDWARD 9 1310] 7 2.25 A c (c) N 3 50 y �s 5 a 2 cyG 94.26 RESTAURANT C u� 16� A O ? SE P EXISTING SURROUNDING USES Owners: Clearwater Marine Aquarium, Inc. Case: FLD201 1-02006 Site: 249 Windward Passage Property Size: 4.53 Acres PIN: 08-29-15-00000-130-0700 Atlas Page: 2676 08-29-15-43380-003-0070 08-29-15-43380-003-0050 Looking SE from Windwand Passage at subject property Looldng SW fnn W .ndward Passage at the vacant po,-ton of the subject prcperte Lookng E along the waterf-ont frnm interior if subject property Look -ng N Iron.-ubject propery toward Marina Nay, Windward F.assage and surrourding development Looking NW fron- sub*t popery toward su-rounding development Looking N fron-_ sabj=t property across Windwarl PassEge towarg existng 3tach.-d dwellings 249 Windward Passage FLD 2011-02006 Map Request Planner Name: Robert Tefft Case Number: FLD2011-02006 Fr'(�a•s� ��'��` 5°"`O`'( �, [)ate Requested: f-ebi t 72.5--Z9 - Uate Requested for (date): i { Maps Requested Location Map Aerial Map Zoning Map Z Existing Surrounding Uses Map r Required Documents to be submitted to 'Engineering Z Legal Description �° °� Pte`' SYS Survey « ° n / Z Map with Proposed Site Highlighted i M ADDITION TO THE REQUESTED MAPS, PLEASE PROVIDE VERIFICATION THAT THE LEGAL DESCRIPTION WE HAVE PROVIDED IS'CORRECTCURATE Thomas Mahony, PSM, Geographic Technology Manager AC4"JI, S tur i Map Narne Owners: Clearwater Marine Aquarium, Inc. / r Case: FLD201 1-02006 / Site: 249 Windward Passage /A „� j Property Size: 4.53 Acres / PIN: 08-29-15-00000-130-0700 / Atlas Page: 2676 08-29-15-43380-003-0070 !/ 08-29-15-43380-003-0050 2588 0 learwater Prepared by: Engineering Department Geographic Division Technology 100 S. Myrtle Ave, Clearwater, FL 33756 Ph: 1727)562-4750, Fair: (727)526-4755 www.MyClarwidair.— 'v CA, W -Y J —ft :Plidl: APO—.— MP-101SA—W 2 2T—N r I inch = 200 feet E 200 100 0 200 Feet Legen L24!B 2mit MHP Lot Number Unincorporated Private Road / MHP Lot Line Agreement to Annex Building Footprint N City Owned Property: Vacant Parks & Recreation Area 321 A, Improved Leasehold CRA Owned 7- ga. 1234 Address? E23 5 SUB NUMBER I- - Refer to Plat) .. . ....... . 0 BLOCK NUMBER SUB PARCEL NUMBER PARCEL NUMBER (MBB) ....... . . . .... ... LAND HOOK (COMMON OWNERSHIP) �3 PLATTED SUBDIVISION BOUNDARY LOT OWNERSHIP LINE Lf.2 ORIGINAL PLATTED LOT LINE HOUSE ATLAS ........... ea 4-, I Dec 27, 2010 '10 NE 114 of 8-29-15 C 2768 267B w�ww.sunbiz.org - Department,-4'State Home Contact Us E -Filing Services revious on List Next on List Return To List ............-- .......................... . vents N....ame__Histo...ry. )etail by Entity Name lorida Non Profit Corporation .LEARWATER MARINE AQUARIUM, INC. Iling Information )ocument Number 722979 :EI/EIN Number 592086737 )ate Filed 03/23/1972 ;tate FL ;tatus ACTIVE .ast Event NAME CHANGE AMENDMENT :vent Date Filed 02/29/1996 :vent Effective Date NONE principal Address 49 WINDWARD PASSAGE ;LEARWATER FL 33767 ;hanged 04/18/2007 flailing Address 49 WINDWARD PASSAGE ;LEARWATER FL 33767 ;hanged 04/27/2009 tegistered Agent Name & Address 'ATES, DAVID P 49 WINDWARD PASSAGE ;LEARWATER FL 33767 US lame Changed: 03/06/2006 address Changed: 04/27/2010 Wicer/D i rector Detail lame & Address 'itle C )RR, THOMAS R '265 122ND WAY NORTH ;EMINOLE FL 33772 -itle VC )RAHEIM, JOHN 124 WINDWARD ISLAND ;LEARWATER FL 33767 Pagel of 3 http://sunbiz. org/scripts/cordet. exe?action=DETFIL&inq_doc_number=722979&inq_came... 2/4/2011 -I .sunbiz.org - Department -"'State Page 2 of 3 Title S LONGENECKER,ROSEMARY 201 PALM ISLAND SW CLEARWATER FL 33767 Title T VEGHTE, BRUCE 418 MIDWAY ISLAND CLEARWATER FL 33767 Title CEO YATES, DAVID P 249 WINDWARD PASSAGE CLEARWATER FL 33767 Title EVP DAME, FRANK 249 WINDWARD PASSAGE CLEARWATER FL 33767 Annual Reports Report Year Filed Date 2008 04/30/2008 2009 04/27/2009 2010 04/27/2010 Document Images 04/27/2010 -- ANNUAL REPORT View image in PDF format 04/27/2009 -- ANNUAL REPORT View image in PDF format 04/30/2008....-__-. AN.N,U..A....L._REPO,RT View image in PDF format 0.....4..../...1_.8.../..2....0..07....--...A....N....N UAL R.EPO.R.T. View image in PDF format 03/06/2006 -- View image in PDF format 03./...1.6/200..5.............. ANNUA..L...._R....E_PO,,,,R,T View image in PDF format 07/07/2004 -- ANNUAL REPORT View image in PDF format 05/01/2003 -- ANNUAL REPORT View image in PDF format 0..5/22/2002...--._ANNUA..L...._.R....E.PO...R...T View image in PDF format 0...5/...1...1/..2...00,1,....-.-._..A....NN.UAL ._ REPORT. View image in PDF format 05/1_..2.../20 9....--...A...NNUAL.._R..E.P.Q.—IR,,.T. View image in PDF format ..0...5,/..1.1_!...1.._999...-.-._AN_N....UAL „RE.POR T View image in PDF format 05/18/1998 -- ANNUAL REPORT View image in PDF format 05/09/1997 - ANNUAL REPORT View image in PDF format 05/01/1996 -- ANNUAL REPORT View image in PDF for 0..5/01_./..1.9„9.5...--..ANNUAL .._REPORT View image in PDF format Note: This is not official record. See documents if question or conflict. P.r..e...viou.s._on._Li.s,,,t Next._on._L...ist. Retur..n..._To.._L..ist Entity Name Search Events N_.O.m.e._History, Submit http ://sunbiz. org/scripts/cordet. exe?action=DETFIL&inq_doc_number=722979&inq_came... 2/4/2011 . Property Appraiser General In.' Zation Page 1 of 4 Interactive Map of this Sales Back to Query New Tax Collector Home Question/Comment about this parcel ue Results Search Page page 08-29-15-00000-130-0700 Portability Data Current as of February 03, 2011Improvement Value Calculator 110:24 am Friday February 4] Print Radius Search per F.S. 553.844 Ownership/Mailing Address Site Address CLEARWATER MARINE Year AQUARIUM INC 249 WINDWARD PSG 249 WINDWARD PASSAGE CLEARWATER 33767- CLEARWATER FL 33767-2244 Property Use: 3554 (Special Attraction - Tourist Attraction, Museum, Commercial Living Units: Pool, Aquarium, Permanent Exhibit & Ente) 0 [click here to hide] 2010 Legal Description COM AT MOST W'LY COR OF LOT 5 BLK C, ISLAND ESTATES OF CLEARWATER UNIT 5 TH N49D23'41 "W 55.5FT FOR POB TH S40D36' 19"W 147.5FT TH CUR RT RAD 60FT ARC 94.26FT CB S85D36'40"W 84.86FT TH N49D23'41 "W 362 FT TH CUR RT RAD 60FT ARC 94.26FT CB N04D23' 19"W 84.86FT TH N40D36' 19"E 147.5FT TH S491323'41 "E 482 FT TO POB CONT 2.25AC(C) 2011 Exemptions 9 File for Homestead Exemption Homestead: No Save -Our -Homes Cap Percentage: 0.00% Non -Homestead 10% Cap: Yes Government: No Institutional: Yes Agricultural: $0 Historic: $0 2010 Parcel Information 2010 Original Trim Notice Most Recent Conveyance uWarisoni Census Tract 11 Evacuation Zone Plat Book/Page 06319/0799 Sales—Query 12103026001 L A 2010 Value Information as corrected Year Just/Market Assessed Value/ County Taxable School Taxable Municipal Taxable Value SOH Cap Value Value Value 2010 $4,851,459 $4,851,459 $0 $0 $0 http://www.pcpao.org/general.php?strap=152908000001300700 2/4/2011 [click here to hide] Value History as Certified (yellow indicates correction on file) Year Save -Our- Just/Market Assessed Value/ Coun SchoolMunicipal arable Homes Cap Value SOH Cap Taxable Value Taxable Value Value 2010 No $4,851,459 $4,851,459 $0 N/A $0 2009 No $5,756,269 $5,756,269 $0 N/A $0 2008 No $6,181,400 $6,181,400 $0 $0 $0 2007 No $6,267,600 $6,267,600 $0 N/A $0 2006 No $6,376,200 $6,376,200 $0 N/A $0 2005 No $5,116,000 $5,116,000 $0 N/A $0 2004 No $2,992,900 $2,992,900 $0 N/A $0 2003 No $2,431,300 $2,431,300 $0 N/A $0 http://www.pcpao.org/general.php?strap=152908000001300700 2/4/2011 N `• Property Appraiser General In' nation Page 2 of 4 2002 No $1,955,100 $1,955,100 $0 N/A $0 2001 No $1,929,600 $1,929,600 $0 N/A $0 2000 No $1,902,000 $1,902,000 $0 N/A $0 1999 No $1,729,000 $1,729,000 $0 N/A $0 1998 No $1,740,300 $1,740,300 $0 N/A $0 1997 No $1,696,100 $1,696,100 $0 N/A $0 1996 No $1,700,700 $1,700,700 $0 N/A $0 2010 Tax Information Ranked Sales See all transactions Click Here for 2010 Tax Bill Tax District: CW Sale Date Book/Page Price Q/U V/I 2010 Final Millage Rate 20.9523 No recent sales on record 2010 Est Taxes w/o Cap or $101,649.22 Exemptions A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. 2010 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Tour Attract -Perm (35) 0x0 45.00 98361.0000 SF [click here to hide] 2011 Building 1 Structural Elements Back to Ton Site Address: 249 WINDWARD PSG CLEARWATER 33767 - Quality: Average Square Footage: 19052.00 Foundation: Spread/Mono Footing Floor System: Slab On Grade Exterior Wall: Concrete Blk/Stucco Roof Frame: Bar Joint/Rigid Frame Roof Cover: Blt Up Metal/Gypsum Stories: 1 Living units: 0 Floor Finish: Concrete Finish Interior Finish: Unfinished Fixtures: 6 http://www.pepao.org/general.php?strap=152908000001300700 2/4/2011 Property Appraiser General In' -iation Year Built: 1958 Effective Age: 23 Cooling: Wall/Floor Furnace Page 3 of 4 r-12- 10 j 1 140 BAS 2�� u , �'Tu �� i; E F'j- 4 23 Offen plot in New Window Building 1 Sub Area Information Description Building Finished Ft2 Gross Area Ft2 Factor Effective Ft2 Base 18,332 18,332 1.00 18,332 Utility Unfinished 720 720 0.40 288 Total Building finished SF: 19,052 Total Gross SF: 19,052 Total Effective SF: 18,620 $0 [click here to hide] 2011 Extra Features ROOF Description Value/Unit Units Total NewValue Depreciated Value Year ASPHALT $1.75 34,000.00 $59,500.00 $59,500.00 0 PATIO/DECK $24.00 112.00 $25688.00 $1,452.00 1993 15 Mar 20=07F-$2,575 [click here to hide] Permit Data Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in Permit Number Description Issue Date Estimated Value BCP2010-07474 POOL 27 Jul 2010 $120,000 CD3886208 BOAT LIFT/DAVIT 21 Feb 2008 $0 CD3861807 j DOCK 06 Dec 2007 $0 200706511 =1 ROOF O5 Sep 2007 $12,000 CD38202O7 BOAT LIFT/DAVIT 16 Am 20071 $0 200702533 SPECIAL USE 15 Mar 2007 $0 200702064 BOAT LIFT/DAVIT 15 Mar 20=07F-$2,575 http://www.pcpao.org/general.php?strap=152908000001300700 2/4/2011 Property Appraiser General Inr Zation Page 4 of 4 Interactive Map of this Sales Back to Query New Tax Collector Home Question/Comment about this parcel Query Results Sear -.h Page page http://www.pcpao.org/general.php?strap=152908000001300700 2/4/2011 Property Appraiser General Inf ration Pagel of 3 Interactive Map of this Sales Back to Query New Tax Collector Home Question/Comment about this parcel ue Results Search Pace pace 08-29-15-43380-003-0070 Portability Data Current as of February 03, 2011Improvement Value Calculator [ 10:25 am Friday February 4] Print Radius Search per F.S. 553.844 Ownership/MailingOwnership/Mailing Address Site Address CLEARWATER MARINE AQUARIUM INC No site address found 249 WINDWARD PSG Just/Market Assessed CLEARWATER FL 33767 County Property Use: 4000 (Vacant Industrial Land) Living Units: [click here to hide] 2010 Legal Description ISLAND ESTATES OF CLEARWATER UNIT 5 BLK C, LOTS 7 & 8 & NW'LY 40FT OF LOT 6 2011 Exemptions 3 File for Homestead Exemption Homestead: No Save -Our -Homes Cap Percentage: 0.00% Non -Homestead 10% Cap: Yes Government: No Institutional: Yes Agricultural: $0 Historic: $0 2010 Parcel Information 2010 Original Trim Notice Most Recent Conveyance Sales Com arison Census Tract Evacuation Zone Plat Book/Page 10500/0335 IL12103026001 IL A 051/034 Year 2010 Just/Market Value $884,368 2010 Value Information as corrected Assessed Value/ County Taxable School Taxable Municipal Taxable SOH Cap Value Value Value $884,368 $0 $0 $0 [click here to hide] Value History as Certified (yellow indicates correction on file) Year Save -Our- Just/Market Assessed Value/ County School arable Municipal Homes Cap Value SOH Cap Taxable Value Value Taxable Value 2010 No $884,368 $884,368 $0 N/A $0 2009 No $1,067,341 $1,067,341 $0 N/A $0 2008 No $1,133,700 $1,133,700 $0 $0 $0 2007 No $1,323,900 $1,323,900 $0 N/A $0 2006 No $1,067,300 $1,067,300 $0 N/A $0 2005 No $609,900 $609,900 $609,900 N/A $609,900 2004 No $0 $0 $0 N/A $0 2003 No $0 $0 $0 N/A $0 2002 No $0 $0 $0 N/A $0 2001 No $0 $0 $0 N/A $0 2000 No $0 $0 $0 N/A $0 1999 No $0 $0 $0 N/A $0 http://www.pepao.org/general.php?pn=152908433 800030070&sn=0&idTool=true&aerFlag... 2/4/2011 Property Appraiser General In' nation Page 2 of 3 1998 No $0 $0 $0 N/A $0 1997 No $0 $0 $0 N/A $0 1996 No $0 $0 $0 N/A $0 2010 Tax Information Ranked Sales See all transactions Click Here for 2010 Tax Bill Tax District: CW Sale Date Book/Page Price QIV V/1 2010 Final Millage Rate 20.9523 No recent sales on record 2010 Est Taxes w/o Cap or $18,529.54 Exemptions A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. 2010 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Vacant Industrial (40) 0x0 29.00 35877.0000 SF [click here to hide] 2011 Extra Features Description Value/Unit Units Total NewValue Depreciated Value Year No Extra Features on Record [click here to hide] Permit Data I Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in which the structure is located. Permit NumberDescri tion Issue Date Estimated Value No Permit Data Found adius �(ff_,efi- 906 erials: 2009 Color Fransparency:0.5 Update Map If you do not see map, the SVG viewer has not been installed. Click here for information and installation. How to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG"; Open a Word document; Select 'Paste Special' from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame"; Select "Open Frame in New Window": Print from the new window. http://www.pcpao.org/general.php?pn=152908433 800030070&sn=0&idTool=true&aerFlag... 2/4/2011 Property Appraiser General Ir. - mtior_ Page 3 of 3 IW Interactive Ma) of this Sales parcelue a Bac—'- ik, Cuery Nzm Tax Coll : t Dr Home Question/Comment about this Resold �calln Page page http:/iwww.pcpao.org/general.php -p =- 5290843:+3#}303007'0&srr-=0&idTocl=true&aerFlE-g... 2/4/2011 1 Property Appraiser General In" ration Page 1 of 3 Interactive Map of this Sales Back to Query New Tax Collector Home Question/Comment about this parcel Query Results Search Pace pale 08-29-15-43380-003-0050 Portability Data Current as of February 03, 2011 Improvement Value Calculator [ 10:25 am Friday February 4] Print Radius Search per F.S. 553.844 Ownership/MailingOwnership[Mailing Address Site Address CLEARWATER MARINE Save -Our- AQUARIUM INC No site address found 249 WINDWARD PSE School Taxable CLEARWATER FL 33767-2237 Property Use: 1000 (Vacant Commercial Land - lot & acreage) Living Units: [click here to hide] 2010 Legal Description ISLAND ESTATES OF CLEARWATER UNIT 5 BLK C, LOT 5 & NW'LY 50FT OF LOTS 1 & 4 & SE'LY 60FT OF LOT 6 (PER O.R. 14343 PG 2046 & O.R. 14371 PG 1728) 2011 Exemptions 3 File for Homestead Exemption Homestead: No Save -Our -Homes Cap Percentage: 0.00% Non -Homestead 10% Cap: Yes Government: No Institutional: No Agricultural: $0 Historic: $0 2010 Parcel Information 2010 Original Trim Notice Most Recent Conveyance I Sales Com arison Census Tract I Evacuation Zone Plat Book/Page 17103/1760 12103026001 A 051/034 2010 Value Information as corrected Year Just/Market Assessed Value/ County Taxable School Taxable Municipal Taxable Value SOH Cap Value Value Value 2010 $1,384,166 $1,384,166 $1,384,166 $1,384,166 $1,384,166 http://www.pcpao.org/general.php?pn=152908433 800030050&sn=0&idTool=true&aerFlag... 2/4/2011 [click here to hide] Value History as Certified (yellow indicates correction on file) Year Save -Our- Just/Market Assessed Value/ County School Taxable Municipal Homes Cap Value SOH Cap Taxable Value Value Taxable Value 2010 No $1,384,166 $1,384,166 $1,384,166 N/A $1,384,166 2009 No $1,628,432 $1,628,432 $1,628,432 N/A $1,628,432 2008 No $2,018,000 $2,018,000 $2,018,000 $2,018,000 $2,018,000 2007 No $2,880,100 $2,880,100 $2,880,100 N/A $2,880,100 2006 No $2,500,000 $2,500,000 $2,500,000 N/A $2,500,000 2005 No $3,257,100 $3,257,100 $3,257,100 N/A $3,257,100 2004 No $1,269,800 $1,269,800 $1,269,800 N/A $1,269,800 2003 No $1,033,800 $1,033,800 $1,033,800 N/A $1,033,800 2002 No $735,300 $735,300 $735,300 N/A $735,300 2001 No $729,900 $729,900 $729,900 N/A $729,900 2000 No $726,400 $726,400 $726,400 N/A $726,400 1999 No $719,300 $719,300 $719,300 N/A $719,300 http://www.pcpao.org/general.php?pn=152908433 800030050&sn=0&idTool=true&aerFlag... 2/4/2011 a. k Property Appraiser General In' cation Page 2 of 3 1998 No $720,800 $720,800 $720,800 N/A $720,800 1997 No $727,600 $727,600 $727,600 N/A $727,600 1996 No $727,600 $727,600 $727,600 N/A $727,600 2010 Tax Information Click Here for 2010 Tax Bill Tax District: CW 2010 Final Millage Rate 20.9523 2010 Est Taxes w/o Cap or Exemptions $29,001.46 A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. Ranked Sales See all transactions Sale Date Book/Page Price Q/U V/I 01 Dec 17103/ U $3,100,000 Q V 2010 1760 27 May 14343/ $3,000,000 Q I 2005 2061 9 27 May 14343/ 9 $600,000 U 1 2005 2046 15 Aug 12165/ $1,300,000 U I 2002 0877 2010 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Vacant Commercial (10) 0x0 34.00 63860.0500 SF [click here to hide] 2011 Extra Features Description Value/Unit Units Total NewValue Depreciated Value Year No Extra Features on Record [click here to hide] Permit Data I Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in which the structure is located. Permit Number IF—Description I Issue—b—a—te7 Estimated Value 200509401 IF DEMOLITION 11 28 Oct 2005 $0 200509472 IF DEMOLITION 11 28 Oct 20_0_5__T__$0 1248 2009 Color ! ransparency 0 5 If you do not see map, the SVG viewer has not been installed. Click here for information and installation. How to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG"; Open a Word document; Select "Paste Special" from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame"; Select "Open Frame in New Window'; Print from the new window. http://www.pcpao.org/general.php?pn=152908433 800030050&sn=0&idTool=true&aerFlag... 2/4/2011 a Property Appraiser General In' 7ation Page 3 of 3 Interactive Map of this Sales Back to Que_-v New Tax Collector Home Queston/Comment at cut this parcel QueU Re-.ults Search Page pace http://www.pcpao.org/general.php?pn=152908433800030050&sn=0&idToc,l--true&aerFlag .. 2W2011 E. D'ARMSTRONG III ALEKSAS A. BARAUSKAS BRUCE H. BOKOR CHARLES A. BUFORD GUY M. BURNS KATHERINE' -E. COLE JONATHAN S. COLEMAN MICHAEL T. CRONIN ELIZABETH J. DANIELS COLLEEN M. FLYNN JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW JENNIFER A. FICARROTTA JOSEPH W. GAYNOR RYAN C. GRIFFIN MARION HALE SCOTT C. ILGENFRITZ FRANK R. JAKES TIMOTHY A. JOHNSON, JR.* SHARON E. KRICK ROGER A. LARSON ANGELINA E. LIM Via Hand Delivery MICHAEL G. LITTLE SARAHJ.MANTHEY MICHAEL C. MARKHAM ZACHARY D. MESSA F. WALLACE POPE, JR. ROBERT V. POTTER, JR. DARRYL R. RICHARDS PETER A. RIVELLINI DENNIS G. RUPPEL CHARLES A. SAMARKOS 911 CHESTNUT ST. • CLEARWATER, FLORIDA 33756 POST OFFICE BOX 1368 • CLEARWATER, FLORIDA 33757-1368 TELEPHONE: (727) 461-1818 • TELECOPIER: (727) 462-0365 March 22, 2011 Mr. Stephen L. Doherty City of Clearwater Engineering Department 100 South Myrtle Avenue, #220 Clearwater, FL 33756 Re SCOTT E. SCHILTZ• KIMBERLY L. SHARPE WILLIAM B. SPOTTSWOOD JOAN M. VECCHIOLI STEVEN H. WEINBERGER JOSEPH J. WEISSMAN STEVEN A. WILLIAMSON *OF COUNSEL FILE No. 47123.120221 Clearwater Marine Aquarium, Inc./249 Windward Passage Request for Partial Vacation of Easement Dear S� Enclosed is an original Vacation Request Filing Form requesting the partial vacation of an easement in favor of the City of Clearwater located on Clearwater Marine Aquarium, Inc.'s property. Also enclosed are (i) the applicant's check, in the amount of $400.00 for the filing fees, (ii) a signed and sealed sketch and legal of the portion of the easement area proposed to be vacated and (iii) letters received from Verizon, Knology, Bright House and Progress Energy. We are still awaiting a letter from Progress Energy Transmission Department and we will forward it to you as soon as we receive it. Verizon has indicated an objection and we will contact Verizon to determine if their facilities are within the area that is proposed to be vacated in this partial vacation. This application is filed in connection with the proposed expansion and renovation of the Clearwater Marine Aquarium as depicted on the proposed site plan that is being reviewed as FLD2011-02006. Please schedule this vacation request for the April 20 City Council meeting. CLEARWATER ♦ TAMPA .DOL JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW Mr. Stephen L. Doherty March 22, 2011 Page 2 If you need any additional information, please do not hesitate to contact my legal assistant, Jayne Sears, or me. Very truly yours, ': � � , �,)- Katherine E. Cole KEC/js encl. cc w/encl: V14r. Robert Tefft, Planning Dept. Ms. Renee Ruggiero Mr. Joe Burdette #556514 v1 - Clwr Aquarium/Doherty Ltr CLEARWATER MARINE AQUARIUM INC BOND PROJECT ACCT 1020 CITY OF CLEARWATER 3/21/2011 1111 • CIP - BOND PROJECTS: 1111.1 • Easement vacation request filing 400.00 BOND PROJECT FLI 400.00 CITY OF CLEARWATER Engineering Department FORM NUMBER 100 South Myrtle Avenue, Room 220 1311-0104 P.O. Box 4748, Clearwater, FL 33758-4748 Ph.: (727) 5624750, Fax: (727) 5624755 VACATION REQUEST FILING FORM Note: Responses to Items 1— 9 are required 1. NAME OF APPLICANT OR DESIGNATED REPRESENTATIVE: Name: Clearwater Marine Aquarium Inc. Phone: (727)480-6,704 Address: 249 Windward Passaige_Clearwater FL 33767-2244 HEREBY PETITIONS THE CITY COUNCIL OF THE CITY OF CLEARWATER FOR THE VACATION OF THE FOLLOWING: ® EASEMENT TYPE: Easement for sidewalk drainage, utilities, access and parkin? of 22 vehicles in favor of City of Clearwater, as reserved in deed recorded in O.R. Book 6319, Page 799. Public Records of Pinellas County Florida. ❑ STREET RIGHT-OF-WAY: ❑ ALLEY: ❑ OTHER: 2. LEGAL DESCRIPTION OF PROPERTY TO BE VACATED: THIS IS A REQUEST FOR A PARTIAL VACATION. See Exhibit "A" attached for the proposed areas to be vacated (2 parcels). 3. STREET ADDRESS OR SIMPLE LOCATION: Located on the Clearwater Marine Aquarium property at 249 Windward Passage. 4. PROPOSED USE OF VACATED'PROPERTY: See proposed site plan for Clearwater Marine Aquarium renovation, a copy of which is attached as Exhibit "B." The site plan is being reviewed in connection with FLD2011-02006. 5. ZONING OF ADJOINING PROPERTY: North: MDR South: P & Water East: MDR & C West: C & Water 00 Printed on recycled paper Page 1 Revised 5/04/2010 6. REQUIRED ATTACHMENTS: a. Proof of Property Ownership b. Land Survey of Property c. Site Plan showing Proposed Use of Vacated Property d. Filing Fee per Ordinance No. 5969-96: ($500.00 for a Right-of-Way/alley or $400.00 for an Easement) 7. THE FOLLOWING FOUR LETTERS OF NO OBJECTION ARE REQUIRED: a. Progress Energy b. Verizon Florida, Inc. c. Knology Broadband of Florida, Inc. d. Bright House 8. NAME, ADDRESS AND TELEPHONE NUMBER OF PROPERTY OWNER (PLEASE PRINT) ® Same as Applicant Name: f�.4�-�-► 2 /�24, An,� c.� Phone: `Z Z 7 - V q / / 7 96 Address: Z s' 5' &g.,o4-4-j tQAX S'c e -Z, yg*�-A- G 33 7 e.'� 9. OWNERS SIGNATURE:�� Date: 3_ZU Zi,[ Authorized Agent NOTARY ACKNOWLEDGEMENT STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of March. 2011, by T who i personally known to me or has produced (Type of identification) My CQmpti§sign exEires: BRIDGET WESTER Notary Public - State of Florida .= My Commission Expires Jun t, 2011 W Commission # DD 649402 Bonded TW* National Notary Assn. as identification. Name of notary typed, printed or stamped: Ca Printed on recycled paper Page 2 Revised 5/04/2010 BXHIBIT,A ................ EMME Land S.,drveying, LLC. 300A SOUTH BELCHER ROAD, CLEARWATER, FLORIDA 33765 OFFICE (727) 474-3751, FAX (727) 474-3753 email: emmelandsurveyOgmail.com CERTIFICATE OF AUTHORIZATION LB NO. 7895 FOR THE BENEFIT OF: CLEARWATER MARINE AQUARIUM, INC. JOB NUMBER: 1128X SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA Portions of that Non-exclusive Easement for sidewalk, drainage, utilities and access, and for the parking of not more than twenty-two (22) motor vehicles, as recorded in Official Records Book 6319, Page 802, of the Public Records of Pinellas County, Florida, being further described as follows: PARCEL 1: COMMENCE at the Southwesterly corner of Tract A, of UNIT 2, ISLAND ESTATES OF CLEARWATER, as recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida; thence N.49'23'41"W. (being the basis of bearings for this description), along the Northerly Right of Way of Clearwater Causeway, for 575.00 feet to an Easterly corner of that Non-exclusive Easement for sidewalk, drainage, utilities and access, and for the parking of not more than twenty-two (22) motor vehicles, as recorded in Official Records Book 6319, Page 802, of the Public Records of Pinellas County, Florida; thence continue N.4923'41"W., along a Northeasterly boundary of said Easement, for 61.50 feet; thence leaving said Northeasterly boundary of Easement, S.40'36'19"W., for 20.43 to the POINT OF BEGINNING; thence S.49'23'41"E., for 42.92 feet; thence S.40'36'19"W., for 127.13 feet to the beginning of a curve concave Northerly having a radius of 41.50 feet; thence Southwesterly, 65.19 feet along the arc of said curve, through a central angle of 90'00'00" (chord bearing S.85'36'19"W., 58.69 feet) to the end of said curve; thence tangent, N.49'23'41"W., for 25.67 feet to the beginning of a non -tangent curve concave Northeasterly, having a radius of 18.50 feet and a radial bearing of N.06'47'18"W.; thence Northwesterly, 27.77 feet along the arc of said curve, through a central angle of 86'00'44" (chord bearing N.53'46'56"W., 25.24 feet to a Northeasterly boundary of aforesaid Non-exclusive Easement for the end of said curve; thence non -tangent, S.49'23'41"E., along said Northeasterly boundary of Easement, for 19.42 feet; thence along a Westerly boundary of said Non-exclusive Easement the following three (3) courses; thence (1) N.40'36'19"E., for 36.50 feet; thence (2) S.49'23'41"E., for 30.00 feet; thence (3) N.40'36'19"E., for 134.06 feet to the POINT OF BEGINNING. Containing7,977 square feet, or 0.1831 acres, more or less. Closure: 0.0040' TOGETHER WITH PARCEL 2: COMMENCE at the Southwesterly corner of Tract A, of UNIT 2, ISLAND ESTATES OF CLEARWATER, as recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida; thence N.4923'41"W. (being the basis of bearings for this description), along the Northerly Right of Way of Clearwater Causeway, for 575.00 feet to an Easterly corner of that Non-exclusive Easement for sidewalk, drainage, utilities and access, and for the parking of not more than twenty-two (22) motor vehicles, as recorded in Official Records Book 6319, Page 802, of the Public Records of Pinellas County, Florida; thence continue N.49'23'41"W., along a Northeasterly boundary of said Easement, for 423.25 feet; thence leaving said Northeasterly boundary, S.40'36'19"W., for 52.05 feet to the POINT OF BEGINNING; thence along an Easterly boundary of said Easement the following three (3) courses; thence(1) continue S.40'36'19"W., for 103.44 feet; thence (2) S.4923'41"E., for 28.25 feet; thence (3) S.40'36'19"W., for 33.45 feet; thence leaving said Easterly boundary of Easement, N.49'23'41"W., for 26.88 feet to the beginning of a curve concave Easterly, having a radius of 41.50 feet; thence Northerly, 65.19 feet along the arc of said curve, through a central angle of 90'00'00" (chord bearing N.04'23'41"W., 58.69 feet) to the end of said curve; thence tangent, N.40'36'19"E., for 95.39 feet; thence S.49'23'41"E., for 40.13 feet to the POINT OF BEGINNING. Containing 6,069 square feet, or 0.1393 acres, more or less. Closure: 0.0001' DESCRIPTION, SEE PAGES 2 AND 3 FOR SKETCHES SURVEYOR'S NOTES: 1.) NOT A BOUNDARY SURVEY. 2.) THE BASIS OF BEARINGS FOR THIS DESCRIPTION AND SKETCH IS THE NORTHERLY RIGHT-OF-WAY OF CLEARWATER CAUSEWAY, BEING N.49' 23'41-W., AS DESCRIBED IN OFFICIAL RECORDS BOOK 6319, PAGE 802, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 3.) NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN HEREON. 4.) THIS DESCRIPTION WAS PREPARED WITH THE BENEFIT OF A BOUNDARY AND TOPOGRAPHIC SURVEY OF THE CLEARWATER MARINE AQUARIUM, PERFORMED BY ELANDSURVEYING, HAVING JOB NUMBER 112BREV1110, AND A LAST DATE OF FIELD WORK OF 11/22/2010. CERTIFIED AS A DESCRIPTION AND SKETCH ELIZAOETH KATHUtEN MERTA, P.S.M. 6113 STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. PAGE Z OF 3 ..�... EMME Land S..rrveying, LLC. 300A SOUTH BELCHER ROAD, CLEARWATER, FLORIDA 33765 OFFICE (727) 474-3751, FAX (727) 474-3753 email: emmelandsurvey®gmail.com CERTIFICATE OF AUTHORIZATION LB NO. 7895 FOR THE BENEFIT OF: N SCALE: 1" = 30' NEWLY O.R. 'rl INC. JOB NUMBER: 1128X SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDFj l 7 h�ppe Qp �� I `a� I t 1 OQ Y. OF ESMT IN C\ 23 41 "E.Z ���°�. ,�V�� o ' .42.�.�` �,r�p• q�fi• A, O Radial Bearing N.06'47'18"W. i H V RADIUS = 18.50' ARC = 27.77' DELTA = 86 00'44" BEARING = N.53'46'56"W. l CHORD = 25.24' AA SKETCH P SURVEYOR'S NOTES: 1.) NOT A BOUNDARY SURVEY. 2.) THE BASIS OF BEARINGS FOR THIS DESCRIPTION AND SKETCH IS THE NORTHERLY RIGHT—OF—WAY OF CLEARWATER CAUSEWAY, BEING N.49° 23'41"W., AS DESCRIBED IN OFFICIAL RECORDS BOOK 6319, PAGE 802, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. 3.) NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN HEREON. 4.) THIS DESCRIPTION WAS PREPARED WITH THE BENEFIT OF A BOUNDARY AND TOPOGRAPHIC SURVEY OF THE CLEARWATER MARINE AQUARIUM, PERFORMED BY ELANDSURVEYING, HAVING JOB NUMBER 1128REV1110, AND A LAST DATE OF FIELD WORK OF 11/22/2010. C, 9�.�N ���y ✓ 6� P.O.C. BEARING = S.85*36'19"W. CHORD = 58.69' S.W. CORNER OF ABBREVIATIONS P.0.8. LEGEND: = POINT OF BEGINNING TRACT A. UNIT 2 = POINT OF COMMENCEMENT SEC. ISLAND ESTATES TWP. = TOWNSHIP P.B. 47, PG. 19A & RADIUS a 41.50' ARC : 65.19' DELTA = 90'00'00" BEARING = S.85*36'19"W. CHORD = 58.69' ABBREVIATIONS P.0.8. LEGEND: = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT SEC. = SECTION TWP. = TOWNSHIP RGE. = RANGE O.R. - OFFICIAL RECORDS BOOK P.B. = PLAT BOOK PG. = PAGE P.S.M. = PROFESSIONAL SURVEYOR & R W= RIGHT—OF—WAY B DY. = BOUNDARY ELY EASTERLY WLY WESTERLY NL"LY NORTHEASTERLY EMT EASEMENT COR. CORNER IRCEL 1. SEE PAGE 1 FOR DESCRIPTION I E2;12 DESCRIPTION AND SKETCH ELIZAtETH KATHL EN MERTA, P.S.M. 611 STATE OF FLORIDA. PROFESSIONAL SURVEYOR AND MAPPER UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VAUD. PAGE 2 OF 3 EMME Land S.-rveying, LLC. 300A SOUTH BELCHER ROAD, CLEARWATER, FLORIDA 33765 OFFICE (727) 474-3751. FAX (727) 474-3753 email: emmelandaurvey®gmall.com CERTIFICATE OF AUTHORIZATION LB NO. 7895 AQUARIUM, INC. 4yZ _-oti �pOQ QO. Oy 10�pGGO�,. P JOB NUMBER: 1128X SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST ` CITY CLEARWATER, PINELLAS COUNTY, FLORIDA s4t� l0 01Oc'�af Y' RADIUS = 41.50' ARC = 65.19' DELTA = 90'00'00" BEARING = N.04'23'41'W. CHORD = 58.69' 1 41 SURVEYOR'S NOTES: 1.) NOT A BOUNDARY SURVEY. 2.) THE BASIS OF BEARINGS FOR THIS DESCRIPTION AND SKETCH IS THE NORTHERLY RIGHT—OF—WAY OF CLEARWATER CAUSEWAY, BEING N.49' 23'41'W., AS DESCRIBED IN OFFICIAL RECORDS BOOK 6319, PAGE 802, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 3.) NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN HEREON. 4.) THIS DESCRIPTION WAS PREPARED WITH THE BENEFIT OF A BOUNDARY AND TOPOGRAPHIC SURVEY OF THE CLEARWATER MARINE AQUARIUM, PERFORMED BY ELANDSURVEYING, HAVING JOB NUMBER 1128REV1110, AND A LAST DATE OF FIELD WORK OF 11/22/2010. ti �y 0P OT �'��• s3gy � oqG� 1r?N c F.4sr �9t cFs9�F�i •�S�Oa /ti �oyOG A. esMi INR99R/ O O.R. 63 91 / / SSS / w 0o• �Y / ABBREVIATIONS P.O.B. LEGEND: = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT SEC. = SECTION TWP. TOWNSHIP RGE. = RANGE O.R. = OFFICIAL RECORDS BOOK P.B. PLAT BOOK PG. PAGE P.S.M. = PROFESSIONAL SURVEYOR & MAPPER R/W =RIGHT—OF—WAY BI4DY. BOUNDARY E'LY EASTERLY WLY WESTERLY NE'LY NORTHEASTERLY ESMT = EASEMENT COR. = CORNER DESCRIPTION CERTIFIED AS A DESCRIPTION AND SKETCH ELIZABETH KATHLEEN MERTA, P.S.M. 6113 STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VAUD. PPA OE 3 OF 3 EXL1IBiT,A E E Land Surveying, LLC. 300A SOUTH BELCHER ROAD, CLEARWATER, FLORIDA 33765 OFFICE (727) 474-3751, FAX (727) 474-3753 email: emmelandsurvey®gmail.com CERTIFICATE OF AUTHORIZA11ON LB NO. 7895 01 FOR THE BENEFIT OF: CLEARWATER MARINE AQUARIUM, INC. JOB NUMBER: 1128X \ SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA DESCRIPTION: Portions of that Non-exclusive Easement for sidewalk, drainage, utilities and access, and for the parking of not more than twenty-two (22) motor vehicles, as recorded in Official Records Book 6319, Page 802, of the Public Records of Pinellas County, Florida, being further described as follows: PARCEL 1: COMMENCE at the Southwesterly corner of Tract A, of UNIT 2, ISLAND ESTATES OF CLEARWATER, as recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida; thence N.49'23'41"W. (being the basis of bearings for this description), along the Northerly Right of Way of Clearwater Causeway, for 575.00 feet to an Easterly corner of that Non-exclusive Easement for sidewalk, drainage, utilities and access, and for the parking of not more than twenty-two (22) motor vehicles, as recorded in Official Records Book 6319, Page 802, of the Public Records of Pinellas County, Florida; thence continue N.49'23'41"W., along a Northeasterly boundary of said Easement, for 61.50 feet; thence leaving said Northeasterly boundary of Easement, S.40'36'19"W., for 20.43 to the POINT OF BEGINNING; thence S.49'23'41 "E., for 42.92 feet; thence S.40'36'19"W., for 127.13 feet to the beginning of a curve concave Northerly having a radius of 41.50 feet; thence Southwesterly, 65.19 feet along the arc of said curve, through a central angle of 90'00'00" (chord bearing S.85'36'19"W., 58.69 feet) to the end of said curve; thence tangent, N.49'23'41"W., for 25.67 feet to the beginning of a non -tangent curve concave Northeasterly, having a radius of 18.50 feet and a radial bearing of N.06'47'18"W.; thence Northwesterly, 27.77 feet along the arc of said curve, through a central angle of 86'00'44" (chord bearing N.53'46'56"W., 25.24 feet to a Northeasterly boundary of aforesaid Non-exclusive Easement for the end of said curve; thence non -tangent, S.49'23'41 "E., along said Northeasterly boundary of Easement, for 19.42 feet; thence along a Westerly boundary of said Non-exclusive Easement the following three (3) courses; thence (1) N.40'36'19"E., for 36.50 feet; thence (2) S.49'23'41 "E., for 30.00 feet; thence (3) N.40'36'19"E., for 134.06 feet to the POINT OF BEGINNING. Containing 7,977 square feet, or 0.1831 acres, more or less. Closure: 0.0040' TOGETHER WITH PARCEL 2: COMMENCE at the Southwesterly corner of Tract A, of UNIT 2, ISLAND ESTATES OF CLEARWATER, as recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida; thence N.49'23'41"W. (being the basis of bearings for this description), along the Northerly Right of Way of Clearwater Causeway, for 575.00 feet to an Easterly corner of that Non-exclusive Easement for sidewalk, drainage, utilities and access, and- for the parking of not more than twenty-two (22) motor vehicles, as recorded in Official Records Book 6319, Page 802, of the Public Records of Pinellas County, Florida; thence continue N.49'23'41"W., along a Northeasterly boundary of said Easement, for 423.25 feet; thence leaving said Northeasterly boundary, S.40'36'19"W., for 52.05 feet to the POINT OF BEGINNING; thence along an Easterly boundary of said Easement the following three (3) courses; thence (1) continue S.40'36'19"W., for 103.44 feet; thence (2) S.49`23'41 "E., for 28.25 feet; thence (3) S.40'36'19"W., for 33.45 feet; thence leaving said Easterly boundary of Easement, N.49'23'41"W., for 26.88 feet to the beginning of a curve concave Easterly, having a radius of 41.50 feet; thence Northerly, 65.19 feet along the arc of said curve, through a central angle of 90'00'00" (chord bearing N.04'23'41 "W., 58.69 feet) to the end of said curve; thence tangent, N.40'36'19"E., for 95.39 feet; thence S.49'23'41 "E., for 40.13 feet to the POINT OF BEGINNING. Containing 6,069 square feet, or 0.1393 acres, more or less. Closure: 0.0001' DESCRIPTION, SEE PAGES 2 AND 3 FOR SKETCHES SURVEYOR'S NOTES: 1.) NOT A BOUNDARY SURVEY. 2.) THE BASIS OF BEARINGS FOR THIS DESCRIPTION AND SKETCH IS THE NORTHERLY RIGHT-OF-WAY OF CLEARWATER CAUSEWAY, BEING N.49' 23'41"W., AS DESCRIBED IN OFFICIAL RECORDS BOOK 6319, PAGE 802, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 3.) NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN HEREON. 4.) THIS DESCRIPTION WAS PREPARED WITH THE BENEFIT OF A BOUNDARY AND TOPOGRAPHIC SURVEY OF THE CLEARWATER MARINE AQUARIUM, PERFORMED BY ELANDSURVEYING, HAVING JOB NUMBER 1128REV1110, AND A LAST DATE OF FIELD WORK OF 11/22/2010. CERTIFIED AS A DESCRIPTION AND SKETCH r C_ Lo EEIZAO&H KATHLEEN MERTA, P.S.M. 113 STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. PAGE I OF 3 FOR THE BENEFIT OF: N SCALE: 1" = 30' NE'LY BNDY. OF ESMT IN O.R. 6319, PG. 802 S.49'23'41 "E. X19.42' •� EMME Land Surveying, LLC. 300A SOUTH BELCHER ROAD, CLEARWATER, FLORIDA 33765 OFFICE (727) 474-3751, FAX (727) 474-3753 email: emmelandsurvey®gmail.com CERTIFICATE OF AUTHORIZATION LB NO. 7895 CLEARWATER MARINE AQUARIUM, INC. JOB NUMBER: 1128X SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEARWATER, PINELLAS COUNTY, FLORID 9'901 \ f�j' � s�'hcFi 1 i Fss l tpv ,&�o�o1-h C PARCEL 1 S 7'� 3� 6 j c9 7- 9 cF GSF�L re ` a �s, E'ESMTO N , I R �q'Qiti C '� O.R. 6319, PG. 802 ���pQQp �• ���,�,R1/ SSS \ �' Aco co 0A GG p� cco •P •ki 0� N�� .�� 04, f RADIUS = 41.50' y ARC = 65.19' P.O.C. DELTA = 90100'00' BEARING = S.85 -6'19"W. CHORD = 58.69' RADIUS = 18.50' ARC = 27.77' DELTA = 86'00'44" BEARING = N.53'46'56"W. CHORD = 25.24' lot— SKETCH PARCEL 1 SURVEYOR'S NOTES: 1.) NOT A BOUNDARY SURVEY. 2.) THE BASIS OF BEARINGS FOR THIS DESCRIPTION AND SKETCH IS THE NORTHERLY RIGHT—OF—WAY OF CLEARWATER CAUSEWAY, BEING N.49° 23'41"W., AS DESCRIBED IN OFFICIAL RECORDS BOOK 6319, PAGE 802, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 3.) NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN HEREON. 4.) THIS DESCRIPTION WAS PREPARED WITH THE BENEFIT OF A BOUNDARY AND TOPOGRAPHIC SURVEY OF THE CLEARWATER MARINE AQUARIUM, PERFORMED BY ELANDSURVEYING, HAVING JOB NUMBER 1128REV1110, AND A LAST DATE OF FIELD WORK OF 11/22/2010. ABBREVIATIONS P.O.B. LEGEND: = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT SEC. = SECTION TWP. = TOWNSHIP RGE. = RANGE O.R. = OFFICIAL RECORDS BOOK P.B. = PLAT BOOK PG. = PAGE P.S.M. = PROFESSIONAL SURVEYOR & R = RIGHT-OF-WAY B DY. = BOUNDARY E'LY = EASTERLY W'LY - WESTERLY NE'LY - NORTHEASTERLY ESMT - EASEMENT COR. - CORNER SEE PAGE 1 FOR DESCRIPTION CER11FIE AS A DESCRIPTION AND SKETCH 3 /Z ELIZ ETHWKATHLERTA, P.S.M. 611 STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. PAGE 2 OF 3 F E E Land Surveying, LLC. 300A SOUTH BELCHER ROAD, CLEARWATER, FLORIDA 33765 OFFICE (727) 474-3751, FAX (727) 474-3753 email: emmelandsurvey®gmail.com CERTIFICATE OF AUTHORIZATION LB NO. 7895 FOR THE BENEFIT OF: CLEARWATER MARINE AQUARIUM, INC. JOB NUMBER: 1128X SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST j CITY I OF CLEARWATER, PINELLAS COUNTY, FLORIDA yr` l ��0' le A <*> G' y1 4 ` co do Fo py cqG r9 0'� SF�L i ?L4�s ti BF s� / \• A9 q,Q S O.R. 6319 802 / Al RADIUS = 41.50' �y� �• ARC = 65.19 . : 0 DELTA = 90'00 00 M "9•� BEARING = N.04'23'41 "W. `�� �� 5• CHORD = 58.69' ABBREVIATIONS LEGEND. �I P.O.B. = POINT OF BEGINNING P.O.C. _ POINT OF COMMENCEMENT I ! , SEC. = SECTION C \� TWP. - TOWNSHIP RGE. = RANGE \ O.R. = OFFICIAL RECORDS BOOK P.B. BOOK =, PAGE P <Q\ P.S.M. = PROFESSIONAL SURVEYOR & MAPPER \II R//Wyy. = RIGHT-OF-WAY �j \ { j BNDY. = BOUNDARY lee\! ' E'LY - EASTERLY \ I WLY = WESTERLY ESMT = EAASEMMENTSTERLY COR. - CORNER le SKETCH PARCEL 2, SEE PAGE 1 FOR DESCRIPTION SURVEYOR'S NOTES: 1.) NOT A BOUNDARY SURVEY. 2.) THE BASIS OF BEARINGS FOR THIS DESCRIPTION AND SKETCH IS THE NORTHERLY RIGHT-OF-WAY OF CLEARWATER CAUSEWAY, BEING N.49° 23'41"W., AS DESCRIBED IN OFFICIAL RECORDS BOOK 6319, PAGE 802, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 3.) NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN HEREON. 4.) THIS DESCRIPTION WAS PREPARED WITH THE BENEFIT OF A BOUNDARY AND TOPOGRAPHIC SURVEY OF THE CLEARWATER MARINE AQUARIUM, PERFORMED BY ELANDSURVEYING, HAVING JOB NUMBER 1128REV1110, AND A LAST DATE OF FIELD WORK OF 11/22/2010. CERTIFIED AS A DESCRIPTION AND SKETCH ELIZABETH KATHLEEN MERTA, P.S.M. 6'f13 STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. PAGE 3 OF 3 ♦ ol PAVEMENT LEGEND $XHIBIT �% /♦ ! i/, , NEW ASPHALT... rO p V ♦ ♦ "n` ��, / �j/ ' /� ♦ NEW CONC. d- d�` se}c ♦ HEAVY DUTY D 8" THICK LIGHT DUTY I :-.: -- :i 6" THICKi? SIDEWALK SIDEWALK`r• 4" THICK INTERIOR ♦ / ° `T! -?,o•, - I LANDSCAPE NEW BRICK PAVERS _ x xx r x ��r r r �. r r - • x.- RADIUS=190.00' � Delto=39/'75'24" T_ ARC=130.18' JS�FE VACATE EASEMENT ��._ �"_--=�SROASD00 CHORD -127.65' BEARING 569'01'23"E AM s�/♦ S/ .5 ' WNDWARDPASSAGf �- - _ ,- O' 9 �. fie, e'1 I I � I I Q I LOT 1 I I BLOCK D I r' -- RADIUS= 60.00' DELTA = 90'00'00' ARC = 94.26' CHORD - 84.85' BEARING - S 04'23'41' E �r,.. f V ; !// 9'23'i I 1SLANDWAY GRILL 6 ♦ t , iL00R ELI' 53 Idol LOT 9 h RESTAURANT I BLOCK C 11 J A,L,1P—, F12� in RADIUS= 60.00' DELTA = 90'00'00' ARC = 94.26' CHORD - 84.85' BEARING - S 04'23'41' E — — -_ _ �r,.. f V ; !// 9'23'i I 1SLANDWAY GRILL 6 ♦ I I STORY E:.�ILC"Yv O , iL00R ELI' 53 Idol LOT 9 h RESTAURANT I BLOCK C 11 J A,L,1P—, F12� in �/.',� V 1 icy iZ I �mra�irm a ti[.�mrapl�m P�+tnpan eeioca n Ilan - NBB51[B t O,CLl151/iC BxNl x�K { Yo1Ral,r fBBx „E xEMRSi BlBt t BVx I � 11b OVPx1�l,p M7 S' PBBP09D IAxBSCYE Bund it LOT 1 iCO 237.50' I .w ,eepwmr..wseAPc`srcB " 0�4 — — -_ _ y ; !// I 1SLANDWAY GRILL 6 ♦ ` , I ae 09 I RESTAURANT I� �/.',� V icy .i. �A' mics u h » ia' I LOT 1 �) Ir ;, o BLOCK C sse s 7acs<. u>e s s « « P'=' I -v 1T •' se s o I NEW PARKING GARAGE FIRST 6.0 ® _ ;. - »EL 1 J Al 4i4 Q' 30' 18' S' 18 24' 1 18' 18' 2i 16' 2i hi OY w ^ ✓ iI�III� Bi111FB .nu L � �.:1d,TMBax,) (oos) MANDALAY CHANNEL 1 I I� icy .i. i OY w ^ ✓ iI�III� Bi111FB .nu L � �.:1d,TMBax,) (oos) MANDALAY CHANNEL --- ` _' \,\ `RADIUS 60.00' 362.00' J •• ./ \'v� DELTA = 90'00'00' ARC - 94.26' CHORD - 84.85' I BEARING - S 85'36'79' E I SCALE: I"=30' NN"w7 30 0 15 30 60 NorMSide V�O U I� icy .i. i R/W LINE OF CLE -RW -TER -USE WAY] 14, --- ` _' \,\ `RADIUS 60.00' 362.00' J •• ./ \'v� DELTA = 90'00'00' ARC - 94.26' CHORD - 84.85' I BEARING - S 85'36'79' E I SCALE: I"=30' NN"w7 30 0 15 30 60 NorMSide V�O U -U.s = 60.00r— OELT 90'00'00' ARC = 9,2e' CHORD - ".85, 9E0ZING - S 04'23'41' E to 67nY j D,. LOT 4 BLOCK C Po RADIUS -190 w, D'It-3915,24' ARC -130 16, CH�" D�127.6 SCARING M I, (p) WINDWARD PASSAGE "a rev'J. N' S 4913'41 E o. LOT LOT J BLOCK C BLOCKIC A. noxo un. up 9OCK c OT 6 '�Il BLOCK C LOT I LOT 8 LOT 7., BLOCK P BLOCKIC BLOCK C 4 Al. �SLIJVlj TES OF ]$A lRbEATER U11T ell UlvjT K '6 dE W 11 1 1 11 - 1� '� I. — SECTION 8, TOWNSHIP 29 SOUTH. RANGE 15 EAST PINELLAS COUNTY, FLORIDA 49�3*�" E In 30DA SOUTHBELCHE" ROAD e ond SurveyCLEARWA.R. FLORIDA.33765 v —T �c �c (p) BRANCH BANK & TRUST COMPANY OFFICE (727) 474-3751FAX (727) 474-3753 MACFARLANE FERGUSON & AMMULLEN PROFESSIONAL SURVEYORS & MAPPERS D ro-A C' E^11.f., I— 107E) ti MIM FIRST AMERICAN TITLE INSURANCE OR CERTIFICATE OF AUTHORIZATION FUNI'D IN E59 L —7- .rax COMPANY UB NO. 7728 AND MAPPER C=i v 1-7! g E X I S T I NG PUBLIC WATER WA Y (CAUSEWAY RIGRT—OF—WAY) LEGAL. DESCRIPTION F,—Ne SI,,th.-Illy cornerIf T,llj A If Unit 2. blandE.I.- It e CI .1 .7 pages 19A — 20. P.tl;c R.—. ,f P-1.1 N 4923'41' W. 11-9 Nor y '—A—M ll"` - IXI f� I Pl..t 'igh—fc I� If 0.1— �—� 57— _-Y T I= 4913'C" �. w, I— E— — .51 .18., � -S - — "2.W 1� 1— 5 WM*19' W. 141.� 1.1 o curve to Ine left, I- R-5 60.00 TIC, �—lM1enca 9X26 feet l gle CW'00'; 5 49'2341" L W2.00 — 4.9 . id flll; th—I 94.26 Paulus —1 E.— internalgm '..71h'-l'lt�.`N-'4g IIIe, tWIIN'th' TOGETHER — 2 LIU, 5, 6, 7 I,d 8. — the — W 1.1 .1 Lots I 4. Ft— C. UNIT 5 ISLAND ESTATES OF (--R—ER. —dmq to - Fiat —T dId � RIt 8-51, Pl� 34, If thI P.blic R-- . 1 P.Il-Cwnty .1= 4' A00'2 MW fApwO S 4913'41- ERADIU A 60.00' DELTA 9= DD" 362.00" All - 94.26' CHORD 84.85' 65'wlg' IE M A N D A L A Y C H A JV N E L NO.: I'll P— F- THE BENEFIT CLEARWATER MARINE AQUARIUM, INC. 30DA SOUTHBELCHE" ROAD e ond SurveyCLEARWA.R. FLORIDA.33765 r'F —T �c �c BRANCH BANK & TRUST COMPANY OFFICE (727) 474-3751FAX (727) 474-3753 MACFARLANE FERGUSON & AMMULLEN PROFESSIONAL SURVEYORS & MAPPERS D ro-A C' 112f;E"11D FIRST AMERICAN TITLE INSURANCE OR CERTIFICATE OF AUTHORIZATION FUNI'D IN E59 L .rax COMPANY UB NO. 7728 AND MAPPER 700 Carillon Parkway, Suite 6 St. Petersburg, :F.L.33716-.1101 tel 72:32.9:2000-`:" U ii{�%t.i .. .' : 3 JCr;.:� r ��� ±1i:. ,+b:i.�s.?.iii l.'•ifli'.:r'ij :!(; r;E���# � �■ Ight house ; NETWORKS Davv,� Mar 118th.201 1: Re: 249 Windward Passage Vacate of Easement Dear .Katie: l anL you for advising res of subject proposed project/ vacation/ adjustment. X-'-- 1:3right House has no objection. SEE NO'.MS. Briglit' ouse has no objections provided easements for our _facilities are granted or retained as shol.1-in cin the attacked drawing. -- Bright Houso has no oi-Ject:ioris bears the expense for relmua.tion ofaity Bright Ho.ase t iclfl .ies to mi alDtail] to customers, affi-ete'u 1;;- the nrorosed vacation. In order to properly evaluate this request, Bright House will need detailed plans of facilities proposed for subject areas. Bright House has facilities within this area.. which may conflict with subject project please call one call locating. SEE NOTES Bright House requires 30 days w-ritter� notice prior to construction start date to relocate their facilities. Please refer any further correspondence and pre -construction meeting notices lo: W. Scott Creasy at (727)329-2 17 NOTES: No Objection. Sincerely, W. Scott Creasy Field Engineer III Bright house Networks Network Engineering And Planning March 15, 2011 Katie Cole Johnson, Pope, Bokor, Ruppel, & Burns, LLP 911 Chestnut St P.O. Box 1368 Clearwater, FL 33756 RE: Request for Partial Vacation of Easement Verizon Central Office 5211 Dear Ms. Katie Cole: 1280 Cleveland St., FLCW5033 Clearwater, FL 33755 727.562.1101 727-562-1193 Fax: 727.562.1175 We are in receipt of your request for information. Verizon objects to the proposed plan due to conflict with company facilities. The applicant must arrange through this office for the relocation of Verizon facilities and bear all costs associated therewith. Upon completion of this requirement, Verizon will issue a "Letter of No Objection" to the applicant. Thank you for your cooperation with this office. Should you have any questions, please call Terry Waidley at 727-562-1124 in the Clearwater OSP Engineering Office. Sincerely, Farms. Peter Keel Section Manager -OSP Engineering PK/LB/sc 5W ly Cor. Tract A Jai" 2 Island Fortes Of Clear-oter �j�Yjf v p iS M Y1 N I o N 0 7 2 N 40'3G'&q`E 147.50 NOTE: TA:s Is ooi c sw iey' N 40°3r.' 19"E 134.50` !� o ar N t °NN :. r• 'I n 'o.y ai � O N Go I 0 V � •" s r co v - N M s ,lam I 0 to ; c I 01 a_ O.R.63D PAGE ov 1 -�� til o� C) (✓ al N ca '-4 a (n ��I 3 Co CL -------• — • — M h N G a M A R I kn. WAY z �s40 It I V N z ........... .. — �: c 4?)° 36 19� W 135.50, v C61 \ 5 40° 36' 19"W 147.50' A. �iey,4i\?ti; ��c:•?i i�•.KW TL': ��'.'��%1 � 'ie'.s:'.1 �: �l_j:;-•�i.��f`*�``j.`r •.y, NOVO e/211/e6 R-60.00' A-44.26' i,- 90°00,00° R=60.06' A: 9':.2e' --A- 90006od, Progress Energy March 15, 2011 Katie Cole Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33757 RE: Approval of Partial Vacation of Easement Parcel #08/29/15/00000/130/0700 249 Windward Passage, Clearwater, FL Dear Ms. Cole: Please be advised that Progress Energy Florida, Inc. (formerly known as Florida Power Corporation) has "NO OBJECTIONS" to the approval of the partial vacation of a City of Clearwater easement as recorded in Official Record Book 6319, Page 799, Public Records Pinellas County, Florida, a copy of which is attached. See the accompanying Exhibit "A'' attached hereto and incorporated herein by this reference. This approval is contingent upon receipt of a separate letter of approval from PEF's Transmission Department. Should you need to contact Transmission, please call Todd Boyer at (407)942-9374. If I can be of further assistance, please do not hesitate to contact me. Sincerely, Diane Emanuel for Tuyet N. La Land Agent Distribution Right of Way - Florida cc: Todd Boyer, PEF Transmission Department 2166 Palmetto Street •Clearwater • Florida • 33765 • CW -13 Telephone (727) 562-5795 • Facsimile (727) 562-5753 E-mail. Diane. Emanuel@pgnmail.com EXHIBIT "Al J, WPM" 86218647 0-k-63f9pila* 799 CITY OF CLEARWATER DEED OF CONVEYANCE CI Liife� -STj*,.'lA OF FLORIDA COUNTY OF PINELL.A0. SEP I'd THIS INDENTURt.. made the -"L7 �day of September —_A.D. 10 P6 t)ICCQ*V OF CLEAKWA—MR FUDRIVA a niuiiiciml corporation, party of the first art SCI-MYCE CPW;'l.R, PNici. Fl, not, Tor "If ti�c T " iinrl-I —5., Intl St - I Florfd, Tj�) I . er�ec whose mailing address is. P34 1. That the party of dic fir.r part, for and in consideration of the sunt of One Delius and oth-.-r g,)od amej valu.il:ile ct;nsi-i,:raticr, to it in hand paid by Said pUrt!4____ of dw second part, at of befure the cnF.-2!Ih9 xrd delivery of rbzsz presents, the receipt wheteof is hereby acknowledt:cd, has iratir- fold. co%,tr! 3T"l cont tated unto the said part y— __ of rhe se-;Omi part, and to __j gj= aril. Mlelllt A[ tl.e folIONN1111 Plecc. P.U-CC!. lot or tract of laiui, situate, lying and being in the County of F`i!ieila,•.and Statz. of Fiorida, aal described as follows, to -wit: Stye F - z P (m U xhib-it A and made� I -av h -:. C. of ojigi-h to t; hi., r.ul- I- ic!: J om; rind I im i Lit L i on!l fii•': I or J.h in bi B. M Rev. !ni TOGETHER WITI-1 ;.Ii ant'. mn7,ular the tenements, hereditaments and appurt, ri;:n -t:s thereunto belonging c,;- appertaining; and vary right, ii, -'C or ;rtttrest, ip.gal ser quiz tibie, of the said party :t'6w first pa -t of. in at to the same. rWCOOSSUI-s ro HAVE At -1} 70 HCA.0 d- ,time unto tivc sass: part V of the second part. --i ko'% a nd Assigns, to 'i". .' prr-pe, Lisp, henvf,t anal behoof forever. IN W WITNESS !-(KKEO! . the s;,id party tf I' i*vr! vn.r- bas caused these Preirms to be cxectmri in its name by its City Ciz.. Clerk, courito�rs-.p d Ily iti'Malvot Conimissioner, and apprrived as to fomand corrtctr�e;-, by i -,!and its corpora-! se.1'; to be hcreurro attached. the (!a,, and veat fi-st abuse wtitten. cxv),Oiytl ryX! EN r I. Ak :aver fl vy) Am-st: _j S*w_ned. sexed and dei-ve;.-d in proen", of ,62h kit Approv,:%! as to Drift .11c % ) /* J STATE OF r LO I 11 DA COUNTY OF PINFLI ,%S I HEREBY CENTIVY, thar .,it L!Its 1 21::1 , .;. �:..t J.", A A ._c ell>!. --I ;mk. C:!%- Manager. f::r, At:.,r!-,,. City Clerk and Ma---t;T C;;m or -".1c Citv !!.III w1pal It:orarion --isime :ac •la\%*S of the State of Flo'oia. to., fix 1:1-01%ln t,)'bv ),e i.di,idCA' ATM or !;(V:'1 4i1.S.:T1b0d in !I,) ! - � oing conveyance, and I;; .. •Ic;-.1to-.v!eJLcd the execution dmo)f v, be thc;i free i,-. .,n,i decd 5;,,711 'cc._ thereunto dull aut.-.-mized: and -hat the ,ffilc:ai -cal is duly j!'fixcd the -CIO. and the slid '-ht act and deed ;X>atd vorpurition. WITMES.S in% i;gni-,u-z. and offlki;j! sv.,j at Ocirwai,r in the Count% of P:oellas 111e Niatc of the 4av un,i year last aboe wijEt;-!;. Lei!, Notjr% Pub'ic Crate of r Nuridj it"arz, My Commi'sior. Expires: Wary POW. Stale of RGr* My (ow.mimoi Lppv;-i hjc 18. 1938 ......... EXHIBIT "All EXHIBIT A m EXHIBIT "All M, TV ffil 800 LEGAL f11 S(_R) F -TON Terrx'-i ';t)Utl1wC.SLi-r:y corner of Tinct. A of Unit 2, lslr-,nd Est:" .t. -.s of (Plat Nook 47, on,jes 19A and 2G, Puljji: Recortifi., of Pinclias Comity, "Joricla), run N 49'23'41" tv, along che Northerly right-of-way line of C;t�arwi::tcr. Causeway, !i7b.00 fenL for; a Point of gjagirlij.1r;q; t1jencp continuc, N 49'23'41" W. along semr, line, 482.06 foot; thence run S 40'.36119" W, 747.50 ft%ev along tnq outer Fac(• of a qea%jall; thence 94.26 tciet along a nurve to the left, al - ung said fam, Rivliv.s 60.911 feat, ;ntornal angle': 90'010'00"; cKlerlrr! 4')`23'41" E' 362.00 feet along said face.; t1jerle:c. feet n1f))jt7 a curvo to the left., 110:,g caid Radial; 60.00 feet, internal an -.0t., 90000'0011; tilerwc .10".07,'19" E, 147.50 fcct. Lo Llhi^ iInint of. SUBJECT TO) -,estrict.Lons and limitations s(!L torth in Exhibit 1. EXHIBIT A m EXHIBIT "All M, TV ffil NOTE: This 16 not a sat ley' O.R.6319PAtE* 803 SWly Car. Traci A Unii 2 lq!ond roots In o0 0, - N 40-36'14"-r 147.50 - q - 6 0.0cf, \\ ��\ A=94.2C' L,-90000,00" 0 40* 3f,' 19 "E !.'.4.50` v .C' C! CD t�r ai N C1 to Tr V M I rl r-- Npq Z in Im 4 rG1 to Li Ol 0 N —0 In""J S; a- In A WAY 'j M A R I Nw r v 4-')* 36'19"W 135.50' 11:60.06' A=94.26' azg0000,od, S 40* 36' 19"W 147.50' " Novo 8/28/86 EXHIBIT All L- KNOLOGY@ Telephone Cable TV Internet Katie Cole Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut St Clearwater, Fl. 33756 Date: March 11, 2011 Re: Request for Partial Vacation of Easement (File No. 120221) Dear Katie Cole: Thank you for advising Knology of the Request for Partial Vacation of Easement _XX_ Knology Broadband of Florida, Inc. has no objection/conflict. In order to properly evaluate this request, Knology Broadband of Florida, Inc. will need detailed plans of facilities proposed for the subject area. Knology Broadband of Florida, Inc. has facilities within this area that conflict with the subject request. Knology Broadband of Florida, Inc. has no objections provided easements for our facilities are granted or applicant bears the expense for relocation of associated Knology Broadband of Florida, Inc. services. Please refer any further correspondence and pre -construction meeting notices to: Knology Broadband of Florida, Inc. John Burlett Construction Coordinator 3001 Gandy Blvd. N. Pinellas Park, FL 33782 Notes: Knology Broadband does maintain overhead facilities on the Progress Energy distribution pole line in the east Right -of -Way of Marina Way. Sincerely, Jo urlett Construction Coordinator Knology Broadband of Florida, Inc. (727) 239-0158 Office (727) 2354470 Cell 3001 Gandy Boulevard North - Pinellas Park, FL 33782 - Tel: 727.239.1000 - www.knology.com E. D. ARMSTRONG III ALEKSAS A. BARAUSKAS BRUCE H. BOKOR CHARLES A.;$UFORD GUY M. BURNS KATHERINE E. COLE JONATHAN S. COLEMAN MICHAEL T. CRONIN ELIZABETH J, DANIELS COLLEEN M. FLYNN 1W JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW JENNIFER A. FICARROTTA JOSEPH W.GAYNOR RYAN C. GRIFFIN MARION HALE SCOTT C. ILGENFRITZ FRANK R. JAKES TIMOTHY A. JOHNSON, JR.* SHARON E. KRICK' ROGER A. LARSON ANGELINA E. LIM Mr. Jay Young Knology Broadband 3001 Gandy Blvd. North Pinellas Park, FL 33782 MICHAEL G. LITTLE SARAH J. MANTHEY MICHAEL C. MARKHAM ZACHARY D. MESSA F. WALLACE POPE, JR. ROBERT V. POTTER, JR. DARRYL R. RICHARDS PETER A. RIVELLINI DENNIS G. RUPPEL CHARLES A. SAMARKOS 911 CHESTNUT ST. • CLEARWATER, FLORIDA 33756 POST OFFICE BOX 1368 • CLEARWATER, FLORIDA 33757-1368 TELEPHONE: (727) 461-1818 • TELECOPIER: (727) 462-0365 March 10, 2011 Re: Request for Partial Vacation of Easement Dear Mr. Young: SCOTT E. SCHILTZ' KIMBERLY L. SHARPE WILLIAM B. SPOTTSWOOD, JR. JOAN M. VECCHIOLI STEVEN H. WEINBERGER JOSEPH J. WEISSMAN STEVEN A. WILLIAMSON *OF COUNSEL FILE NO. 120221 This firm represents Clearwater Marine Aquarium ("CMA"), which owns the property located at 249 Windward Passage that is encumbered by a City easement recorded in O.R. Book6319, Page 799, Public Records of Pinellas County, Florida, a copy of which is enclosed. In. connection with partial redevelopment of the property, CMA will apply to the City for a partial vacation of the easement. Enclosed for your information is an aerial photo of the property. This is a request for a letter of no objection in connection with the proposed vacation. If you have utilities located in the area proposed to be vacated, please respond as to your requirements for relocation of those utilities. We would appreciate receiving your response in the enclosed stamped, self-addressed envelope as soon as possible. If you need any additional information in connection with our request, please call or email me (katiec@jpfiem.com). Thank you. Si cerely, ati Cole Enc. cc`w/enc:. Mr. Joe Burdette #555259 v3 - CMA/Vacation Request Itr to utilities CLEARWATER ♦ TAMPA Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transportation • Permitting �I1 ICOT Center f' 13825 ICOT Boulevard, Suite 605 a. Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 March 16, 2011 Via -Hand delivery Mr. Himanshu Patni, P.E. City of Clearwater Traffic Engineering Division. 100 S. Myrtle Avenue, Suite 220 Clearwater, Fl 33756 Re: Clearwater Marine Aquarium — REVISED Traffic Impact Study Dear Mr. Patni: Please find enclosed three (3) signed copies of the Traffic Impact Study for the above - referenced property. This study was revised to include a weekend (Saturday) analysis of the entire study area as requested at DRC and subsequent correspondence. This revised analysis concludes the surrounding roadways and intersections presently operate at acceptable levels of service and would continue to do so with the proposed expansion. By copy of this letter I am also submitting fifteen (15) signed copies to Robert Tefft for the CDB packages. Thank you for granting the additional time to comply with your request for Saturday data collection and analysis. We look forward to the CDB hearing on April 19, 2011. Please call me if you have any questions. Si ely, Robert Pergolizzi, CP/PTP Principal Cc: Robert Tefft, (w/15 copies for CDB) 11-005 0MC n Oa :4) pu0 p _` m0 M t '� D �1 C= .� TRAFFIC IMPACT STUDY FOR CLEARWATER MARINE AQUARIUM 249 WINDWARD PASSAGE CLEARWATER , FLORIDA PREPARED FOR: CLEARWATER MARINE AQUARIUM, INC. GULF COAST CONSULTING, INC. REVISED MARCH 2011 PROJECT # 11-005 .- 4 w Robert Pergoli zi, CP, PTP AICP #9023, PTP #133 n� O2 m0 T O r— m Gl D11rn '� I. INTRODUCTION The Clearwater Marine Aquarium is located on the south side of Windward Passage immediately west of Island Way on Island Estates in Clearwater. (See Figure 1) The owner is proposing to modify the facility to include a larger lobby, a maintenance building, increased parking, and install viewing stands for new viewing tanks. The improvements to the property are the subject of a site plan application and this application requires an assessment of the traffic impacts of development. This report was revised based on reduced seating as well as comments and requests for additional information at the March 3, 2011 DRC meeting. The site is currently operating as an aquarium with the hours of 9 AM — 5 PM Monday through Thursday, 9 AM — 7 PM Friday and Saturday, and 10 AM — 5 PM on Sundays. Prior to completing this analysis a methodology was established with the City of Clearwater staff and amended after the March 3, 2011 DRC meeting. II. EXISTING TRAFFIC CONDITIONS The property has direct access to Windward Passage west of Island Way. Island Way is a four -lane divided roadway which is controlled by traffic signals at the Clearwater Memorial Causeway (SR 60) and at Windward Passage. As requested by the City of Clearwater traffic engineering staff PM peak period (4-6 PM) traffic counts were conducted in January 2011 at the following intersections: Island Way / Clearwater Causeway (SR 60) (signal) Island Way / Windward Passage (signal) Windward Passage / Site Driveway As requested at DRC a supplemental analysis was conducted for a Saturday and the same intersections were counted on March 12, 2011 between 11 AM and 1 PM. All traffic counts were converted to annual average equivalents using FDOT seasonal adjustment factors. Existing traffic volumes are shown in Figure 2 and Figure 2S. Existing intersections were analyzed using the HCS+ software. The HCS+ printouts are included in Appendix A. Presently the signalized intersection at Clearwater Memorial Causeway / Island Way operates at LOS B during the weekday PM peak hour with average delay being 13.5 seconds per vehicle. During the Saturday peak hour this intersection operates at LOS B with average delay being 14.4 seconds per vehicle. The intersection at Island Way / Windward Passage operates at LOS B during the weekday PM peak hour with average delay, being 12.0 seconds per vehicle. During the Saturday peak hour this intersection operates at LOS B with average delay being 11.9 seconds per vehicle. ORIGINAIn RECEIVED VIA Oil 1 c 2011 1 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL",, RECEIVED RAR 1 G 2011 FLAWING DEPARTMENT CITY OF CLEARWATER PROJECT LOCATION PROJECT NO: 11-005 DATE: FIGURE: Gulf Coast Consulting, Inc. Land Development Consulting JAN 2011 r`x" DRAWN BY: tl;.u.x ,oma" M K C MAa{ 1 e B 19 PLANNING DEPARTMENT CITY OF CLEARWATER PROJECT NO: EXISTING PM PEAK HOUR TRAFFIC VOLUME (2011) 11-005 Gulf Coast Consulting, Inc. DATE: FIGURE: �q4^ Land Development Consulting JAN/201 1 aw DRAWN BY: "', M+ M K C PLANNING DEPARTMENT CITY OF CLEARWATER PROJECT NO: EXISTING SATURDAY PEAK HOUR TRAFFIC VOLUME (2011) 11-005 DATE: FIGURE: Gulf Coast Consulting, Inc. Land Development Consulting MARCH/2011 �f2S • DRAWN BY: MKC At the existing site driveway (Drive A) to Windward Passage the westbound left turns operate at LOS A and the northbound approach (driveway) movements operate at LOS A all with minimal delay during the weekday PM peak hour and during the Saturday peak hour. Island Way functions as collector roadway and according to FDOT 2009 QLOS Handbook capacity tables has a LOS D capacity of 2,900 vehicles per hour on the four -lane divided roadway. The segment between the Clearwater Memorial Causeway and Windward Passage presently operates at LOS C during the weekday PM peak hour carrying 987 vehicles, and the segment north of Windward Passage operates at LOS C carrying 621 vehicles. During the Saturday peak hour Island Way carries 748 vehicles between Clearwater Memorial Causeway and Windward Passage and 536 vehicles north of Windward Passage which represents LOS C operations. The Clearwater Memorial Causeway is a four -lane divided arterial roadway with a LOS D peak hour capacity of 3,560 vehicles per hour. The causeway operates at LOS B during the weekday PM peak hour carrying 2,234 vehicles east of Island Way and 1,825 vehicles west of Island Way. During the Saturday peak hour the causeway operates at LOS B carrying 2,351 vehicles east of Island Way and 2,155 vehicles west of Island Way. III. FUTURE TRAFFIC CONDITIONS Existing traffic was adjusted by a 1% annual growth rate to the expected build -out year of 2012 to account for background traffic from other nearby redevelopment projects. The site will be redeveloped to include expanded parking, lobby area, and a 660 seat viewing area near the viewing tanks. Using Institute of Transportation Engineers (ITE) Trip Generation. 8a' Edition rates, the amount of project trips was calculated and estimate is shown below: TRIP GENERATION ESTIMATES Land Use Amount PM Peak Trips Saturday Peak hr Movie Theater 660 seats 53(19/34) 60(22/38) All vehicular access will be taken from Windward Passage which intersects with Island Way and the expected distribution is as follows: 95% to / from the south (50 PM peak trips, 57 Saturday peak hour trips) 5% to /from the north (3 PM peak trips, 3 Saturday peak hour trips) ORIGINAL RECEIVED 2 PLANNING DEPARTMENT CITY OF CLEARWATER PROJECT IMPACT CALCULATIONS With project traffic added the signalized intersection at Clearwater Causeway / Island Way would continue to operate at LOS B with average delay being 13.8 seconds per vehicle during the weekday PM peak hour. During the Saturday peak hour this intersection would operate at LOS B with average delay being 14.8 seconds per vehicle. With project traffic added the intersection at Island Way / Windward Passage would continue to operate at LOS B with average delay being 12.4 seconds per vehicle during the weekday PM peak hour. During the Saturday peak hour this intersection would operate at LOS B with average delay being 12.3 seconds per vehicle. At the site western driveway (Drive A) to Windward Passage the westbound left turns into the site would continue to operate at LOS A and the northbound approach movements would continue to operate at LOS A with minimal delay both during the weekday PM peak hour and the Saturday peak hour. Queue calculations indicate there would be no vehicle stacking for any movement at this driveway. At the proposed eastern driveway (Drive B) to Windward Passage all movements would operate at LOS A with minimal delay both during the weekday PM peak hour and the Saturday peak hour. Queue calculations indicate there would be no vehicle stacking for any movement at this driveway. With background traffic and project traffic added the segment of Island Way between the Clearwater Memorial Causeway and Windward Passage would carry 1,047 vehicles during the weekday PM peak hour and the segment north of Windward Passage would carry 630 vehicles during the weekday PM peak hour. This represents LOS C operations which are acceptable. During the Saturday peak hour Island Way would carry 811 vehicles between Clearwater Memorial Causeway and Windward Passage and 544 vehicles north of Windward Passage which represents LOS C operations. The Memorial Causeway would continue to operate at LOS B during the PM peak hour carrying 2,290 vehicles east of Island Way and 1,859 vehicles west of Island Way during the weekday PM peak hour. During the Saturday peak hour the causeway would continue to operate at LOS B carrying 2,412 vehicles east of ORIGINAL RECEIVED 3 VAR 1 6 2011 PLANNING DEPARTMENT Weekday PM Project Road Segment Lanes Project Trips Capacity Percent Island Way. (Causeway — Windward Pass) 4LD 50 2900 1.72% Island Way (Windward Pass - North) 4LD 3 2900 0.01% Memorial Causeway (East of Island Way) 4LD 34 3560 0.95% Memorial Causeway (west of Island Way) 4LD 16 3560 0.45% With project traffic added the signalized intersection at Clearwater Causeway / Island Way would continue to operate at LOS B with average delay being 13.8 seconds per vehicle during the weekday PM peak hour. During the Saturday peak hour this intersection would operate at LOS B with average delay being 14.8 seconds per vehicle. With project traffic added the intersection at Island Way / Windward Passage would continue to operate at LOS B with average delay being 12.4 seconds per vehicle during the weekday PM peak hour. During the Saturday peak hour this intersection would operate at LOS B with average delay being 12.3 seconds per vehicle. At the site western driveway (Drive A) to Windward Passage the westbound left turns into the site would continue to operate at LOS A and the northbound approach movements would continue to operate at LOS A with minimal delay both during the weekday PM peak hour and the Saturday peak hour. Queue calculations indicate there would be no vehicle stacking for any movement at this driveway. At the proposed eastern driveway (Drive B) to Windward Passage all movements would operate at LOS A with minimal delay both during the weekday PM peak hour and the Saturday peak hour. Queue calculations indicate there would be no vehicle stacking for any movement at this driveway. With background traffic and project traffic added the segment of Island Way between the Clearwater Memorial Causeway and Windward Passage would carry 1,047 vehicles during the weekday PM peak hour and the segment north of Windward Passage would carry 630 vehicles during the weekday PM peak hour. This represents LOS C operations which are acceptable. During the Saturday peak hour Island Way would carry 811 vehicles between Clearwater Memorial Causeway and Windward Passage and 544 vehicles north of Windward Passage which represents LOS C operations. The Memorial Causeway would continue to operate at LOS B during the PM peak hour carrying 2,290 vehicles east of Island Way and 1,859 vehicles west of Island Way during the weekday PM peak hour. During the Saturday peak hour the causeway would continue to operate at LOS B carrying 2,412 vehicles east of ORIGINAL RECEIVED 3 VAR 1 6 2011 PLANNING DEPARTMENT EMo� L CAUSEWgY 890 '�; 969 ti +6 v o WINDWARD PASSAGE 5 12 832 1112 12 2 1j?8 ti ORIGINAL RECEIVED MAR 16 2011 PLANNING DEPARTMENT CITY OF CLEARWATER PROJECT NO: FUTURE PM PEAK HOUR TRAFFIC VOLUME (2012) 11-005 Gulf Coast Consulting, Inc.InDATE: FIGURE: 0 Land Development Consulting MAR/201 1 gi{4 DRAWN BY: MKC o N r7 54 L8 —42 ► - 7 N d- O NN -2 S8 r-12 F12 l 121 1 L F35 ,--84 ,,- - 120 r f r 2- 112 ~112 4 4�j f EMo� L CAUSEWgY 890 '�; 969 ti +6 v o WINDWARD PASSAGE 5 12 832 1112 12 2 1j?8 ti ORIGINAL RECEIVED MAR 16 2011 PLANNING DEPARTMENT CITY OF CLEARWATER PROJECT NO: FUTURE PM PEAK HOUR TRAFFIC VOLUME (2012) 11-005 Gulf Coast Consulting, Inc.InDATE: FIGURE: 0 Land Development Consulting MAR/201 1 gi{4 DRAWN BY: MKC YEMOj�jA�'' L CAUSEWAY 1209 i +7 WINDWARD PASSAGE / N 244 12g 1041 65 ��� 14+ 856 1285 t 14 1727 ti ORIGIN4 MCEN D MAR i G 2011 PLANNING DEPARTMENT CffYOF CLEARWATER PROJECT NO: e FUTURE SATURDAY PEAK HOUR TRAFFIC VOLUME (2012) 11-005 DATE: FIGURE: Gulf Coast Consulting, Inc. Land Development Consulting MARCH/2011 DRAWN BY: 3Sv MKC Q 3 a o + M fr7 N L11 50 80 �— n °0 N —10 55� F 30 F 30 136 11 L 43 82 , � 133 7 f N ,N �, 6 J 10—o I N o PO N 117 Y- YEMOj�jA�'' L CAUSEWAY 1209 i +7 WINDWARD PASSAGE / N 244 12g 1041 65 ��� 14+ 856 1285 t 14 1727 ti ORIGIN4 MCEN D MAR i G 2011 PLANNING DEPARTMENT CffYOF CLEARWATER PROJECT NO: e FUTURE SATURDAY PEAK HOUR TRAFFIC VOLUME (2012) 11-005 DATE: FIGURE: Gulf Coast Consulting, Inc. Land Development Consulting MARCH/2011 DRAWN BY: 3Sv MKC Island Way and 2,194 vehicles west of Island Way. Future traffic volumes are shown in Figure 3 and Figure 3S, and the HCS+ printouts are included in Appendix B. IV. CONCLUSION This analysis was conducted in accordance with a specific methodology established with City of Clearwater staff. This analysis demonstrates traffic operations at nearby intersections and on adjacent roadways presently operate at acceptable levels of service and would continue to operate at acceptable levels of service with the project impacts. ORIGINAL RECENED j�,ffR 16 70 11 pIANNING DEPARTMENT CITY OF CLEARWATER 0 ORIGINAL RECEIVED MAR, 16, 2011 PLANNING DEPARTMENT CITY OF CLEARWATER 2009 Peak Season Factor Category Report - Report Type: ALL Category: 1500 PINELLAS COUNTYWIDE MOCF: 0.93 Week Dates SF PSCF 1 01/01/2009 - 01/03/2009 1.10 1.18 2 01/04/2009 - 01/10/2009 1.07 1.14 3. 01/11/2009 - 01/17/2009 1.05 1.12 4 01/18/2009 - 01/24/2009 1.03 1.10 5 01/25/2009 - 01/31/2009 1.01 1.08 6 02/01/2009 - 02/07/2009 0.99 1.06 7 02/08/2009 - 02/14/2009 0.97 1.04 * 8 02/15/2009 - 02/21/2009 0.95 1.02 * 9 02/22/2009 - 02/28/2009 0.94 1.01 *10 03/01/2009 - 03/07/2009 0.93 1.00 *11 03/08/2009 - 03/14/2009 KOM 0.98 *12 03/15/2009 - 03/21/2009 0.91 0.97 *13 03/22/2009 - 03/28/2009 0.91 0.97 *14 03/29/2009 - 04/04/2009 0.92 0.98 *15 04/05/2009 - 04/11/2009 0.92 0.98 *16 04/12/2009 - 04/18/2009 0.93 1.00 *17 04/19/2009 - 04/25/2009 0.94 1.01 *18 04/26/2009 - 05/02/2009 0.95 1.02 *19 05/03/2009 - 05/09/2009 0.96 1.03 *20 05/10/2009 - 05/16/2009 0.97 1.04 21 05/17/2009 - 05/23/2009 0.97 1.04 22 05/24/2009 - 05/30/2009 0.97 1.04 23 05/31/2009 - 06/06/2009 0.97 1.04 24 06/07/2009 - 06/13/2009 0.97 1.04 25 06/14/2009 - 06/20/2009 0.97 1.04 26 06/21/2009 - 06/27/2009 0.98 1.05 27 06/28/2009 - 07/04/2009 0.98 1.05 28 07/05/2009 - 07/11/2009 0.99 1.06 29 07/12/2009 - 07/18/2009 0.99 1.06 30 07/19/2009 - 07/25/2009 1.00 1.07 31 07/26/2009 - 08/01/2009 1.00 1.07 32 08/02/2009 - 08/08/200.9 1.01 1.08 33 08/09/2009 - 08/15/2009 1.01 1.08 34 08/16/2009 - 08/22/2009 1.03 1.10 35 08/23/2009 - 08/29/2009 1.04 1.11 36 08/30/2009 - 09/05/2009 1.05 1.12 37 09/06/2009 - 09/12/2009 1.06 1.13 38 09/13/2009 - 09/19/2009 1.07 1.14 39 09/20/2009 - 09/26/2009 1.06 1.13 40 09/27/2009 - 10/03/2009 1.06 1.13 41 10/04/2009 - 10/10/2009 1.05 1.12 42 10/11/2009 - 10/17/2009 1.05 1.12 43 10/18/2009 - 10/24/2009 1.05 1.12 44 10/25/2009 - 10/31/2009 1.06 1.13 45 11/01/2009 - 11/07/2009 1.07 1.14 46 11/08/2009 - 11/14/2009 1.08 1.16 47 11/15/2009 - 11/21/2009 1.08 1.16 48 11/22/2009 - 11/28/2009 1.09 1.17 49 11/29/2009 - 12/05/2009 1.09 1.17 ®RlGiNAL 50 12/06/2009 - 12/12/2009 1.09 1.17 RE��NED 51 12/13/2009 - 12/19/2009 1.10 1.18 52 12/20/2009 - 12/26/2009 1.07 1.14 53 12/27/2009 - 12/31/2009 1.05 1.12 * Peak Season Page 1 of 2 pWMING DEPARTMENT Cffy9F CLEARWATER Detailed Report Page 1 of 1 Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Gene"E2011 12:14 PM 13 2011 file:HC:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2kD4.t KING DEFARJi 2011 CITY OF CLEARWATER HCS+� DETAILED REPORT General Information Site Information Analyst Agency or Co. GCC Date Performed 1/20/2011 Time Period PM PEAK Intersection Area Type Jurisdiction Analysis Year Project ID CAUSEWAY/ISLAND WAY All other areas CLEARWATER 2011 EXISTING Volume and Timina In ut LT EB TH RT WB LT TH RT NB LT TH RT LT SB TH RT Number of Lanes, Ni 1 2 2 1 2 1 Lane Group L T T R L R Volume, V (vph) 130 824 712 377 321 159 % Heavy Vehicles, %HV 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Pretimed (P) or Actuated (A) A A A A A A Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type, AT 3 4 4 3 3 3 Unit Extension, UE 3.0 3.0 3.0 3.0 13.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike I RTOR Volumes 0 0 0 0 80 0 0 0 0 140 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nm I I , --+- Buses Stopping, NB 0 0 0 0 0 0 Min. Time for Pedestrians, Gp 1 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SB Only 06 07 08 Timing G= 15.0 G= 40.0 IY= G= G= G= 20.0 G= G= 1Y= G= 5 IY= 5 Y= Y= IY= 5 Y= ly= Duration of Analysis, T = 0.25 Cycle Length, C = 90.0 Lane Group Capaciltyy, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT I TH RT LT TH RT LT TH RT Adjusted Flow Rate, v 135 858 742 309 334 124 Lane Group Capacity, c 555 2365 1576 704 764 352 v/c Ratio, X 0.24 0.36 0.47 0.44 0.44 0.35 Total Green Ratio, g/C 0.67 0.67 0.44 0.44 0.22 0.22 Uniform Delay, d1 6.3 6.6 117.6 17.3 30.2 29.5 Progression Factor, PF 1.000 0.383 0.843 11.000 1.000 1.000 Delay Calibration, k 0.11 10.11 0.11 0.11 0.11 0.11 Incremental Delay, d2 0.2 0.1 0.2 0.4 1 0.4 0.6 Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 6.5 2.6 1 1 15.0 17.7 30.6 30.1 Lane Group LOS A A B B C C Approach Delay 3.2 15.8 30.4 Approach LOS A B C Intersection Delay 13.5 Xc = 0.46 Intersection LOS B Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Gene"E2011 12:14 PM 13 2011 file:HC:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2kD4.t KING DEFARJi 2011 CITY OF CLEARWATER PROJECT: LOCATION: DATE: LANE TYPE: NB SB EB WB PEAK HOUR 0 20 N/A zb OZ 84 16 56 1 = m® N/A 39 4 U— TIME NB NB r SB SB PEAK HOUR / P.H.F. DATA CLEARWATER MARINE AQUARIUM PROJECT NO: Island Way (SB) & Clearwater Memorial Causeway (E -W) January 19, 2011 SPEED LIMIT: SIGNAL TIMING: A_ (SECONDS) N/A NB N/A NB 4 Lane Div SB 30 SB 4 Lane Div EB 45 EB 4 Lane Div WB 45 WB 11-005 G Y R N/A N/A N/A N/A 20 N/A 4 84 16 56 1 4 26 N/A 39 4 U— PM PEAK HOUR COUNTS TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL HOURLY PM L T R L T R L T R L T R VOLUME VOLUMES 4:004:15 0 On ,u 634 Or" 92 .0 36a 31a- 217 001$2 jj.677 4:15-4:30 �0' �0�,�� 01 60,1 f0 ,"3OM` 3�7 2051 �0 013 55� 624 4:30-4:45 0 40t t 0/r r.a88 T p0 4r 3� 202" 0 D' t �1�83��$2:tii°- 601 4:45-5:00 w0 0�= �D? 74' 0 43136 `17DY 0 9,S3q R94 ,' 589 2,448 5:00-5:15Ok'" G0 ; 0 ,9 k0> 38 30k; 12230+1 _ 0 184 91,.' . 636 2,450 5:15-5:30 ° 0+ - 0 _ FOy 67 0 AU 28? - 211 , 0 185 7� 607 2,433 29 32¢41 535 2,367 HOURLY FLOW DIAGRAM 5:45-6:00 k0; , x0< e ; 0 F5401 _ M al 38 25_ .15y 0. y 98 X90 . 558 2,336 466 492 0 0 0 573 0 297 242 1,547 0 0 1,445 680 4,784 1 I TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 154 0 312 PM L T R L T R L T R L T R VOLUME I l I I—• 4:154:30 '7!, 0�,0 a 10i ; A 60 0 30 3i " 2 5 0 v 0 3 9 3 99 Ft"" 624 846 4-126 + 366 -+---1,058 4:30-4:45 %83 601 800 692 4:45-5:00 0 ,,0 0+74"*aro 4226�"70� <0 1 . '0„�1$3� ORA 589 926 0 0 —► 1,112 5:00-5:15 !? 0 a r D. ,.0k 90 nly0� 38 30.. 2231° x0,,0 , R 16r4�9 636 1 0 0 0 312 0 154 126 800 0 0 692 366 2,450 0I 0 0 INTERSECTION PEAK HOUR 4:15-5:15 INTERSECTION PHF 0.96 i 0 t 0 INTERSECTION PEAK HOUR VOLUME 2,450 PEAK HOUR VOLUME NB 0 PHF NB #DIV/01 PEAK HOUR VOLUME SB 466 PHF SB 0.88 = 1 PEAK HOUR VOLUME EB 926 PHF EB 0.92 l C,% PEAK HOUR VOLUME WB 1,058 PHF WB 0.91 31 Detailed Report Page 1 of 1 Copyright© 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated: 3/15/2011 9:21 AM ORIGIN& RECENED file:HCADocuments and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k65.tmp MAR 1 0 AV/2011 PLAWNING MART mm HCS+' DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 3/15/2011 Time Period SATURDAYPEAK Intersection Area Type Jurisdiction Analysis Year Project ID CAUSEWAY/ISLAND WAY All other areas CLEARWATER 2011 EXISTING Volume and Timing Input LT EB TH RT WB LT TH RT NB LT TH RT LT SB TH RT Number of Lanes, Ni 1 2 2 1 2 1 Lane Group L T T R L R Volume, V (vph) 121 848 1031 228 244 155 % Heavy Vehicles, %HV 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed (P) or Actuated (A) A A A A A A Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 12.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 12.0 12.0 Arrival Type, AT 3 4 4 3 3 3 Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike I RTOR Volumes 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nrn Buses Stopping, NB 0 0 0 0 0 0 Min. Time for Pedestrians, Gp 3.2 3.2 3.2 1 3.2 Phasing EB Only EW Perm 03 04 SB Only 06 07 08 Timing G= 15.0 G= 40.0 IY= G= G= G= 20.0 G= G= ly= 1Y= G= 1Y= 5 IY= 5 Y= IY= 5 Y= Duration of Analysis, T = 0.25 Cycle Length, C = 90.0 Lane Group CapacitWy, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate, v 127 893 1085 240 257 163 Lane Group Capacity, c 431 2365 1576 704 764 352 v/c Ratio, X 0.29 0.38 0.69 0.34 1 0.34 0.46 Total Green Ratio, g/C 0.67 0.67 0.44 0.44 0.22 0.22 Uniform Delay, d1 8.4 6.7 20.0 16.4 29.4 30.3 Progression Factor, PF 1.000 0.383 0.843 1.000 1.000 1.000 Delay Calibration, k 0.11 0.11 0.26 0.11 0.11 0.11 Incremental Delay, d2 0.4 0.1 1.3 0.3 0.3 1.0 Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 8.8 2.7 18.2 16.7 29.7 131.3 Lane Group LOS A A B B C C Approach Delay 3.4 17.9 30.3 Approach LOS A B C Intersection Delay 14.4 Xc = 0.58 Intersection LOS B Copyright© 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated: 3/15/2011 9:21 AM ORIGIN& RECENED file:HCADocuments and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k65.tmp MAR 1 0 AV/2011 PLAWNING MART mm -....,...F ...x.,11 k . k i.,., *c. +-4. In+creor+inn pcnk Method for determinina peak hour: Total Entering Volume LOCATION: Island Way -- Clearwater Memorial Causeway QC JOB #: 10592902 CITY/STATE: Clearwater, FL DATE: 3/12/2011 433 0.93 379 Peak -Hour: 11:15 AM -- 12:15 PM i t 168 0 265 Peak 15 -Min: 11:15 AM --11:30 AM s t 3.6 0.0 1.5I 12914, 132 f t 248 +11369 0.90 922 0.95 411121 0.94syY 1.5 1. 5.3 t t 2.0 ♦ 1.3 1054► 0Z h t r 0 *1186 7'*F- 0 0 0LJaL i t l091it (IQ 1.7 ♦ 0.0 i �� r 0.0 �► 1.3 h t P -140.0 0.0 0.0 0 0.00 0 -e:,iYisrr- a rar,1 -.r.,°. i tF 0.0 32 L 71 4X° 0 J ♦ 4 o s a t 2 6 �► ♦ 2 . o ';► � t � r o t : t *_ R - RTOR 15 -Min Count Period Island Way (Northbound) Island Way (Southbound) Clearwater Memorial Cau ewayClearwater Memorial Causeway Total Hourly Beginning At Left Thru RI - ht U R* Left Thru Ri ht U R* 61 0 33 0 0 Left Thu i 35 235 0 1 R" 0 Left TAM i R* 0 250 45 0 0 663 Totals _1 1:00 AM 0 0 0 0 0 ,:k'11,1_15. all 30 AM ` 0 ,+`"0-,- 0- 0 0 0 223".1 0"" 1 0 0" 268 65 Q 0.-;. 7 8 .7.031- " J 1.45 AM` 0<: ",. 0 0 0:''' 0 0 0"`,: 0 61 0 :: 51 0 0':' 34 0' 22 ,232 0 `' 1 0 ,41 -„204. _,.0:, 0 .. ".0 0'; 311 $6 0.: 0 O:X 260<, 63 _.. ,. 0.. 0 . 734 '°671 - 2848` .'2856> 12:15 PM 12:30 PM 0 0 0 0 0 0 0 0 0 0 53 0 31 0 0 62 0 40 0 0 26 224 0 0 26 213 0 0 0 0 0 293 75 0 0 0 317 66 0 0 702 724 2810 2831 12:45 PM 0 0 0 0 0 44 0 32 0 0 34 209 0 1 0 0 300 71 0 0 691 2788 1Zl --4 846 ---*p Peak 15 -Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right ht U R* Left Thru Ri ht U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 0 0 0 0 0 240 0 168 0 0 148 1052 0 0 8- 16 0 0 0 1128 255 0 0 0 12 8 2992 48 Heavy Trucks Pedestrians 0 0 0 0 4 0 0 56 92 0 148 Bicycles 0 0 0 0 0 0 0 2 0 0 1 2 5 Railroad Stopped Buses Comments: ORIGINAL Report generated on 3/14/2011 3:57 PM SUUKGt: uuaury L,Ounts, LLL, (hup:vrwwwrquatityuuunis.nct) MAR 1. 6 2011 PLANNING DEPARTMENT Detailed Report Page 1 of 1 Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 GeneratUptM 10:00 AM RECEIVED * .� r: •t:'I � file://CADocuments and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k5E.tmp 1/21/2011 pL"ING DEPARTMENt HCS+- DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 1/21/2011 Time Period PM PEAK Intersection Area Type Jurisdiction Analysis Year Project ID ISLAND WAY/WINDWARD All other areas CLEARWATER 2011 EXISTING Volume and Timing Input LT EB TH RT WB LT TH I RT NB LT TH RT LT SB TH RT Number of Lanes, Ni 0 1 1 0 1 1 1 2 0 1 2 0 Lane Group LT R LT R L TR L TR Volume, V (vph) 4 2 79 35 2 8 88 338 63 20 240 11 % Heavy Vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Pretimed (P) or Actuated (A) A A A A A A A A A A A A Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 2.0 2.0 12.0 2.0 Arrival Type, AT 3 3 3 3 3 3 1 3 3 Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 13.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 11.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR Volumes 0 0 20 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nrn Buses Stopping, NB 0 0 0 0 0 0 0 1 0 Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 Excl. Left NS Perm 07 08 Timing G= 15.0 G= IY= G= G= G= 9.0 G= 32.0 ly G= ly= G= ly= 4 1Y= Y= = IY= 5 Y= 5 Duration of Analysis, T = 0.25 Cycle Length, C = 70.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate, v 6 61 38 8 91 413 21 258 Lane Group Capacity, c 364 339 318 339 762 1583 660 1611 v/c Ratio, X 0.02 0.18 0.12 0.02 0.12 0.26 0.03 0.16 Total Green Ratio, g/C 0.21 0.21 0.21 0.21 0.66 0.46 0.66 0.46 Uniform Delay, di 21.7 22.5 22.2 21.7 4.4 11.7 4.4 11.1 Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration, k 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 Incremental Delay, d2 0.0 0.3 0.2 0.0 0.1 0.1 0.0 0.0 Initial Queue Delay, d3 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 21.7 22.7 22.3 21.7 4.5 11.8 4.4 11.2 Lane Group LOS C C I C j C A j B A I B Approach Delay 22.6 22.2 10.5 10.7 Approach LOS C C B B Intersection Delay 12.0 Xc = 0.26 Intersection LOS B Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 GeneratUptM 10:00 AM RECEIVED * .� r: •t:'I � file://CADocuments and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k5E.tmp 1/21/2011 pL"ING DEPARTMENt PROJECT: LOCATION: DATE: LANE TYPE: NB SB EB WB PEAK HOUR TIME PM 4:00-4:15 4:15-4:30 4:30-4:45 4:45-5:00 5:00-5:15 5:15-5:30 5:30-5:45 5:45-6:00 TIME PM 5:00-5:15 5:15-5:30 5:30-5:45 r-Ar_a.nn 11-005 G Y R 14 32 4 20 PEAK HOUR I P.H.F. DATA 25 4 CLEARWATER MARINE AQUARIUM PROJECT NO: 15 Island Way (N -S) S Windward Passage (E -W) N/A 15 4 1 35 January 20, 2011 1 1 SPEED LIMIT: SIGNAL TIMING: A TOTAL (SECONDS) 233 19 4 Lane Div NB 30 NB L T R 4 Lane Div SB 30 SB 1 I 2 Lane EB 25 EB PEAK HOUR VOLUME WB 2 Lane WB 25 WB 0.92 TIME PM 4:00-4:15 4:15-4:30 4:30-4:45 4:45-5:00 5:00-5:15 5:15-5:30 5:30-5:45 5:45-6:00 TIME PM 5:00-5:15 5:15-5:30 5:30-5:45 r-Ar_a.nn 11-005 G Y R 14 32 4 20 9 25 4 20 N/A 15 4 35 N/A 15 4 1 35 PM PEAK HOUR COUNTS NB NB NB SB SB SB EB EB EB WB WB WB TOTAL HOURLY L T R L T R L T R L T R VOLUME VOLUMES x,10;1 £ 2 208 227§ 17 4 154 1�1ss2 2 18 �1+g 2��2 209 $ 3 $911 7 x� a46 6; 1! «i�°''2� 73 14 201 '' 23. 77 13 5 ;57 $ 1 o- t0 27 1 i( fa k fit 218 836 251 77 '12 ¢5a u58 2' 4�9� X27 222 850 lbw 79�* 15 6x� °b7r 5gr 0% R01 '13�rhiGy7M:a0 3 199 840 22. 90 4 171„x,` 3 6 a 2x 0. 0 1 n z24' 82 17 . :6.��+'S4" X12 , 0 1" 24 .. 91 0 .:, 9 2r Q 223 862 221 865 HOURLY FLOW DIAGRAM 1 344 1 475 INTERSECTION PEAK HOUR VOLUME 865 263 340 158 609 116 36 469 23 8 11 169 78 7 17 1,701 1 1 NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 11 233 19 L T R L T R L T R L T R VOLUME I 1 I 222 99 4 —+ L- 8 44 199 2 --1- 2 223 83 —► 77 —j 34 - ► 82 — 221 47 f 86 328 61 19 233 11 4 2 77 34 2 8 865 86 3218 61 INTERSECTION PEAK HOUR 5:00-6:00 INTERSECTION PHF 0.97 1 344 1 475 INTERSECTION PEAK HOUR VOLUME 865 PEAK HOUR VOLUME NB 475 PHF NB 0.92 1 - fl. `� I ?9D PEAK HOUR VOLUME SB 263 PHF SB 0.95 Zp PEAK HOUR VOLUME EB 83 PHF EB 0.65 I + I J/ 1 PEAK HOUR VOLUME WB 44 PHF WB 0.92 ol ORIGINAL RECEMED n c> A NIAR PLANNING DEPARTMENT CITY OF CLEARWATER Detailed Report Page 1 of 1 copyright © 2007 University of Florida, All Rights Reserved NCS+TM Version 5.3 Generated: 3/157MM?D7 AM .i rl J 2011 fileMADocurnents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k78.tmp PLANN15ROMMENT CITY OF CLEARWATER HCS+'' DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 3/15/2011 Time Period SATURDAY PEAK Intersection Area Type Jurisdiction Analysis Year Project ID ISLAND WAY/WINDWARD All other areas CLEARWATER 2011 EXISTING Volume and Timing Input LT EB TH RT WB LT TH RT LT NB I TH RT LT SB TH RT Number of Lanes, Ni 0 1 1 0 1 1 1 2 0 1 2 0 Lane Group LT R LT R L TR L TR Volume, V (vph) 4 10 80 43 10 11 86 220 30 14 270 17 % Heavy Vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Pretimed (P) or Actuated (A) A A A A A A A A A A A A Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type, AT 3 3 3 3 3 3 3 3 Unit Extension, UE 3.0 3.0 3.0 1,3.0 3.0 3.0 3.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 11.000 1.000 1.000 1.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR Volumes 0 0 50 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nm Buses Stopping, NB 0 0 0 0 0 0 0 0 Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2 Phasing EW Perm 1 02 03 04 Excl. Left NS Perm 07 08 Timing G= 15.0 G= IY= G= G= ly= 1Y= G= 9.0 G= 32.0 G= G= 4 ly= Y= 5 Y= 5 Y= 1Y= Duration of Analysis, T = 0.25 Cycle Length, C = 70.0 Lane Group Capacitty, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH I RT LT TH RT LT TH RT Adjusted Flow Rate, v 14 31 55 11 90 260 15 299 Lane Group Capacity, c 381 339 319 339 734 1592 761 1607 v/c Ratio, X 0.04 0.09 0.17 0.03 0.12 0.16 0.02 0.19 Total Green Ratio, g/C 0.21 0.21 0.21 0.21 0.66 0.46 0.66 0.46 Uniform Delay, d1 21.8 22.0 22.4 21.8 4.4 11.1 4.2 11.3 Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration, k 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 Incremental Delay, d2 0.0 0.1 1 0.3 0.0 1 0.1 0.0 0.0 0.1 Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 21.8 22.2 22.7 21.8 4.5 11.2 4.2 11.3 Lane Group LOS C C C C A B A B Approach Delay 22.1 22.5 9.5 11.0 Approach LOS C C A B Intersection Delay 11.9 Xc = 0.22 Intersection LOS 8 ORIGINAL copyright © 2007 University of Florida, All Rights Reserved NCS+TM Version 5.3 Generated: 3/157MM?D7 AM .i rl J 2011 fileMADocurnents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k78.tmp PLANN15ROMMENT CITY OF CLEARWATER 'r........4 ..n..L k„,,. tie,.,,..e.,,,.+e,+• i„+orcor+inn peak Method for determining peak hour: Total Entering Volume Yr r— LOCATION: Island Way -- Windward Passage QC JOB #: 10592901 CITY/STATE: Clearwater FL DATE: 3/12/2011 328 0.92 254 Peak -Hour: 11:15 AM -- 12:15 PM t 19 294 15 �J Peak 15 -Min: 11:15 AM --11:30 AM a t 0.0 2.0 0.0 t o 120 4w 4 ,f L 11 ♦ 68 .85 10 ♦ 0.96 ♦ 10 0.74~ F0z —1J a 0* 0.0 ♦ 25.0 L 0.0 ♦ 0.0 *^ 101 �► 87 Z t i- 47 ♦ 58 93 239 33d ua a:Q Ut � Counts , 1.0 .► 0.0 x r 0.0 1.7 h t �► 0.0 5.0 3.0 430 0.96 365 r. rir,r >r 4riGy ; ; A '.L�i_i'ii't p-;; •;@f%V k_:a 1.4 3.6 I 5 J - K r 48 5 x 1J i 4 �� 0 -► CJ �YJ 4. 0 17 F 1 L 0 7 r 2 qtr• 0 3 0 ITA ®sem -- R - RTOR 15 -Min Count Period Island Way (Northbound) Island Way (Southbound) Windward Passage (Eastbound) Windward Passage (Westbound) Total Hourly Beginning At Left Thru Ri ht U R• Left Thru Right U R" Left Thru Right U 0 0 0 R* 14 Left Thru Right U R• 10 1 0 0 1 183 Totals 11:00 AM 1 15 21 54 6 1 1 6 t 0 �. 1 4 64 4 0 0 '4 7 0 74' 11,", 2 0` 3 5: 0 2 2 4 0 18 8' 0. > 8, cr1 1 0, 3 5 213` 11 30AM,' 11 45 AM"`, 18 63, t'S 2 25 ' 49 3 0. 2 t5 4 79 �: 4 0 2: 0 3 9 016 12:00-PNh`:• 26 .>.;. 60., . '. "9 0.:> . 5 6 .... 62 ::;.. 3 , 0 . , . 0:..,a,.0.,.�.Q:. 0 4 0 3 0 19 1... 12 0 0 0 2 213 ..: 184 .862.1 821 12:15 PM 12:30 PM 25 53 7 0 0 24 64 8 2 1 1 56 2 0 3 59 3 0 1 4 0 6 0 23 9 0 0 0 4 0 0 4 211 179 819 787 12:45 PM 33 59 6 0 2 3 39 3 0 0 1 1 9 0 13 5 1 SF=O.`i2-. 10 ?20 ;v Peak 15 -Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Ri ht U R• Left Thru Right U R' Left Thru Riht U R* Left Thru Ri ht U R" All Vehicies Heavy Trucks 88 268 24 0 8 0 20 0 0 316 12 0 4 0 4 0 0 12 20 0 0 0 0 56 72 4 8 0 8 0 0 0 900 24 Pedestrians Bicycles 8 0 2 0 0 0 2 0 32 0 0 0 4 1 0 0 44 5 Railroad Stopped Buses Comments: RECEIVED Report generated on 3/14/2011 3:57 PM SUUKGt: uuaii y t�ounLS, LLI, knEjP.//WWW.CiuGOLYWU11lJ.ncy MAR, 1.n2011 PLANNING DEPARTMENT CITY OF CLEARWATER Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY General Information ISite Information Analyst RP Agency/Co. GCC Date Performed 1/21/2011 nal sis Time Period PM PEAK Page 1 of 1 Intersection WINDWARD /AQUARIUM DRIVE Jurisdiction CLEARWATER Analysis Year 2011 EXISTING Project Description East/West Street: WINDWARD PASSAGE North/South Street: AQUARIUM DRIVEWAY Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 58 0 5 42 Peak -Hour Factor, PHF 1.00 0.92 0.92 0.92 0.92 1.00 Hourly Flow Rate, HFR veh/h 0 63 0 5 45 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 0 19 Peak -Hour Factor, PHF 0.92 1.00 0.92 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 0 0 20 0 0 0 Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 5 20 C (m) (veh/h) 1540 1002 v/c 0.00 0.62 95% queue length 0.01 0.06 Control Delay (s/veh) 7.3 8.7 LOS A A Delay (s/veh) -- -- 8.7 ,Approach pproach LOS -- -- A ORIGINAL nnn� i i -4 n .;a All D; o TM %i .: c o hanarated 1!21/2011 11:18 AM .------- _._ MAR 16 2011 file://C:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\u2k65.tmp 1/21/2011 I"'L4MING DEPARTMENT PEAK HOUR / P.H.F. DATA PROJECT: CLEARWATER MARINE AQUARIUM PROJECT NO: 11-005 LOCATION: Aquarium Driveway & Windward Passage (E-W) DATE: January 20, 2011 LANE TYPE: SPEED LIMIT: SIGNAL TIMING: A G Y R (SECONDS) NB driviway NB NB SB - SB SB EB 1 Lane ES 25 EB WB 1 Lane WB 25 WB PM PEAK HOUR COUNTS TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL HOURLY PM L T R L T R L T R L T R VOLUME VOLUMES 4:00-4:150y n 6 r0 t 0 0 <0 a9� 0�0 7.�.0 22 4:154:30 �0� rr0c Y�4 r �...YOx�$.��prpOstix 14" �?6N 29 4:30-4:45 l U'U I' v6 r. )0 i0 0'� R 0a 14 z0 1> ant . 10 t0 31 4:45-5:00 0, :' Ou 2 _�0�0' 03 0 +16 0 1 9 �0 28 110 5:00-5:15 Oz 0h GOh 0� D: ��0'}72'b �0� 2 12�* 0 33 121 5:15-5:30 0 0 K5� f0 1 70 14 106 5:30-5:45 00;!• s `3 0 0 80 16 91 HOURLY FLOW DIAGRAM 5:45-6:00 0;.0 p54_... On.i.r0�0_ 0.tzl4stO�,..,,�6_..,.14r„„A„0 39 102 0 0 0 0 36 0 0 0 0 87 0 12 77 0 212 1 1 PEAK HOUR TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 0 0 0 PM L T R L T R L T R L T R VOLUME I I I 4:154:30 � ;0� 0 41 f— 0 _ + �J i L� 0 -0---46 4:30 4:45 03 0� 6»O C A4 0 0 14 0 1 X10# �0 31 56 —► f— 41 4:45-5:00 Y 0 a Og 2' 80p �0 '00 16, a0 1 9 f X04,: 28 56 —► 0 f 5 —► 75 5:00-5:15 `0 "< 0� •' 7= . 0 00`y 4 50 --: 12^�,��x2.,2IO 33 f 0 0 19 0 0 0 0 56 0 5 41 0 121 0 OI 19 1 1 INTERSECTION PEAK HOUR 4:15-5:15 INTERSECTION PHF 0.92 5 19 INTERSECTION PEAK HOUR VOLUME 121 PEAK HOUR VOLUME NB 19 PHF NB 0.68 PEAK HOUR VOLUME SB 0 PHF SB #DIV/0! PEAK HOUR VOLUME EB 56 PHF EB 0.88 PEAK HOUR VOLUME WB 46 PHF WB 0.82 _ t. 00 m m m ;o 4 Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY General Information ISite Information 11 Analyst RP Intersection A.gency/Co. GCC Jurisdiction Date Performed 3/14/2011 Analysis Year nal sis Time Period SATURDAY PEAK Page 1 of 1 IDWARD /AQUARIUM VE :ARWATER 1 EXISTING Project Description East/West Street: WINDWARD PASSAGE North/South Street: AQUARIUM DRIVEWAY Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 55 3 38 50 Peak -Hour Factor, PHF 1.00 0.92 0.92 0.92 0.92 1.00 Hourly Flow Rate, HFR veh/h 0 59 3 41 54 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 1 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 2 16 Peak -Hour Factor, PHF 0.92 1.00 0.92 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 2 0 17 0 0 0 Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 I 0 0 0 0 0 Configuration LR Delay, Queue Length. and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 41 19 C (m) (veh/h) 1541 974 v/c 0.03 0.02 95% queue length 0.08 0.06 Control Delay (s/veh) 7.4 8.8 LOS A A Approach Delay (s/veh) -- -- 8.8 Approach LOS -- -- A oRIGIM ....TM ��___:_.. � o C;aneratari• �. 3�/-�i201 12:51 PN 11�� file:HC:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\u2kl7.tmp �& �/1 L2011 PLANNING DEPARTMENT PEAK HOUR / P.H.F. DATA PROJECT: CLEARWATER MARINE AQUARIUM PROJECT NO: 11-005 LOCATION: Aquarium Driveway S Windward Passage (E-W) DATE: March 12, 2011- Saturday LANE TYPE: SPEED LIMIT: SIGNAL TIMING: A G Y R (SECONDS) NB driviway NB NB SB SB SB EB 1 Lane EB 25 EB WB 1 Lane WB 25 WB PM PEAK HOUR COUNTS TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL HOURLY PM L T R L T R L T R L T R VOLUME VOLUMES 11:00 -11:1 `` 'tDaats°'D' j �".''0;_O �r Ek` Di• p 3 �. 9 PS's 'D �5 a r1�T""�'"0 34 11:15-11:30 0 0 h� O3 0 U' !4) 14 d0 02 0 31 11:30-11:454k �e $:0� 5 ` 0 �x4 ��p " s 41 1F 11:45-12:00 k�0 xD�5�, p s iso U ft3y1i�a . �� 0 67h 37 143 12:00-12:15 44 153 12:15-12:30 OAwka 0 a tN3 Of €D 0 0 , 43 165 12:30-12:45± �0 0 0 > 9t �rg12�'��,s.,- 43 167 HOURLY FLOW DIAGRAM 12:45-1:00 ..'t: ¢n D ui c 61 ry 'Dm D Q i0 r 3 ac fi .i?� 0� 3y4 .12 O x 47177 0 0 3 0 34 0 0 0 0 110 3 56 114 0 320 1 1 PEAK HOUR TIME NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 0 0 0 PM L T R L T R L T R L T R VOLUME i L 12:00-12:15s� 12 ' i 0 �, t Es tFYc�' f` r ass fi t�� 0� '! 9 U`Q : 44 56 �— 0 0 4-95 I t st sr3* s ��' . 0 - 0 Oe�."sg. 13 , - 'xk !�" n g .`�'" ! m3 12:15-12:30 ei 0 0 r a3 D € 0 6 1 10 13� Oa 43 60 —► t` _ue'+ a r' s t C .ss.I 54 12:30-12:45 �C?tp04ri0� yrat€6 0 0 F nt �* m'r A914 A 0 ,a 43 63 3 41 77 12:45-1:00°rr.f.�tis$�'�:��.�e6r",D.rv�noSS.D. ia':�"Ds'±. 16^'s�.E2i3..Yk ..i?d"312 x.. .' 47 2 0 17 0 0 0 0 60 3 41 54 0 177 2 0 17 INTERSECTION PEAK HOUR 12:00-1:00 INTERSECTION PHF 0.94 INTERSECTION PEAK HOUR VOLUME 177 PEAK HOUR VOLUME NB 19 PHF NB 0.79 PEAK HOUR VOLUME SB 0 PHF SB #DIV/01. PEAK HOUR VOLUME EB 63 PHF EB 0.93 PEAK HOUR VOLUME WB 95 PHF WB 0.91 1 1 44 19 7 I (p 1. O Z o :;�o m 0 mom_ m 4 1 1 44 19 7 I (p 1. Generalized Peak Hour Two -Way Volumes for Florida's SABLE Urbanized Areas' 10/4/10 STATE SIGNALIZED ARTERIALS Class I (>0.00 to 1.99 signalized intersections per mile) Lanes Median B C D E 2 Undivided 930 1,500 L- 600 *** 4 Divided 2,840 3,440 3,560 *** 6 Divided 4,370 5,200 5,360' *�`* 8 Divided 5,900 6,970 7,160 *** Yes +5% Auxiliary Ramp �' Av5 c. �• r,�! Yes Class It (2.00 to 4.50 signalized intersections per mile) Multi Lanes Median B C D E 2 Undivided ** 1,020 1,480 1,570 4 Divided 2,420 3,220 3,400 6 Divided ** 3,790 4,880 5,150 8 Divided Tm 5,150 6,530 6,880 4C-0 %:�" tt '71 r... a ?_ I lbo Z-1 0 CJ Class III/IV (more than 4.50 signalized intersections per mile) Lanes Median B C D E 2 Undivided ** 500 1,150 1,440 4 Divided ** 1,220 2,730 3,100 6 Divided ** 1,910 4,240 4,680 8 Divided ** 2,620 5,770 6,280 Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Major City/County Roadways -10% Other Signalized Roadways -35% State & Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Divided/Undivided &c Turn Lane Adjustments Exclusive Exclusive Adjustment Lanes Median Left Lanes Right Lanes Factors 2 Divided Yes No +5% 2 Undivided No No -20% Multi Undivided Yes No -5% Multi Undivided No No -25% Yes +5% s One -Way Facility Adjustment Multiply the corresponding two -directional volumes in this table by 0.6. UNINTERRUPTED FLOW HIGHWAYS Lanes Median FREEWAYS D Lanes B C D E 4 4,000 5,500 6,770 7,300 6 6,000 8,320 10,150 11,290 8 8,000 11,050 13,480 15,270 10 10,000 13,960 16,930 19,250 12 13,730 18,600 21,950 23,230 2 Freeway Adjustments Yes +5% Auxiliary Ramp Undivided Yes Lanes Metering Multi Undivided +1,800 +5% UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E 2 Undivided 730 1,460 2,080 2,620 4 Divided 3,220 4,660 6,040 6,840 6 Divided 4,840 6,990. 9,060 10,280 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors 2 Divided Yes +5% Multi Undivided Yes -5% Multi Undivided No -25% BICYCLE MODE (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage B C D E 0-49% ** 310 1,180 >1,180 50-84% 240 360 >360 *** 85-100% 620 >620 *** *** PEDESTRIAN MODE (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage B C D E 0-49% ** ** 480 1,390 50-84% ** ** 1,100 1,820 85-100% ** 1,100 1,820 >1,820 BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% >5 >4 >3 >2 85-100% >4 >3 >2 >1 1 Values shown are presented as hourly two-way volumes fur levels of service and are fur the automobile/truck modes unless specifically stated_ Although presented as peak hour two- way volumes, they actually represent peak hour peak direction conditions with an applicable D factor applied. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual, Bicycle LOS Model, Pedestrian LOS Model and Transit Capacity and Quality of Service Manual, respectively for the automobile/truck, bicycle, pedestrian and bus modes. 2 Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility. 3 Buses per hour shown are only for the peak hors in the single direction of the higher traffic flow. Source: ** Cannot be achieved using table input value defaults. Florida Department of Transportation *** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D Systems Planning Office become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including 605 Suwannee Street, MS 19 F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults. Tallahassee, FL 32399-0450 www dot.state.fl.us/plannine/systems/sm/los/default.shtm ORIGINAL RECEIVED 2009 FDOT QUALITY/LEVEL OF SERVICE HANDB00K PLANNING DEPARTMENT CITY OF CLEARWATER ®RIG'N UECEVVED 701 Pugl�tldftdG DEPAR'flUlf�f� CilY OF CLEAF�N fS§ Land Use: 445 Multiplex Movie Theater Description A multiplex movie theater consists of audience seating, a minimum of 10 screens, a lobby and a refreshment area. The development generally has one or more of the following amenities: digital sound, tiered stadium seating and moveable or expandable walls. Theaters included in this category are primarily stand-alone facilities with separate parking and dedicated driveways. All theaters in the category show only first -run movies or movies not previously seen through any other media. They may also have matinee showings. Movie theater without matinee (Land Use 443) and movie theater with matinee (Land Use 444) are related uses. Additional Data Caution should be used when applying these data, as the peaking characteristics for this land use could have a significant impact on trip generation rates. Peaking at movie theaters typically occurred in time periods shorter than an hour. Movie theaters, start and end times may be staggered to reduce peak surging impacts. Friday trip generation was typically higher than other weekdays. Therefore, Friday's data have been excluded from the weekday analyses and have been independently studied. Trip generation data for movie theaters have also been found to vary by month. Refer to Table 2 in movie theater with matinee (Land Use 444) for additional information. Multiplex theaters typically house a smaller number of seats per screen than traditional theaters. Data were collected throughout the year, excluding holiday peak periods. The majority of the theaters studied were open between 1 and 5 years at the time of the study. In addition, 10 theaters indicated that the distance to the closest competitor ranged from 1.5 miles to 5 miles. Several of the study locations also had a game -room facility on site. The majority of the surveyed sites consisted of stand-alone parking areas with minimal pedestrian and transit accessibility. One study reported that the theater was located on a bus route. The peak hour of the generator for multiplex movie theaters occurred during Friday and Saturday evenings between 6:00 p.m. and 10:00 p.m. For additional information on multiplex movie theaters, refer to the ITE Informational Report, Trip Generation Characteristics of Traditional and Multiplex Movie Theaters.' The sites were surveyed in the 1990s and the 2000s throughout the United States. At least four of the studies were conducted near or in college towns. Source Numbers 418, 433, 443, 450, 451, 452, 453, 455, 456, 457, 458, 459, 513, 618 1 tx < c � 3 ' Trip Generation Characteristics of Traditional and Multiplex Movie Theaters. Washington, DC, c' a USA: Institute of Transportation Engineers, March 2001.LM 0 v 4C z0 Trip Generation, 8th Edition 810 Institute of Transportation Engineers Multiplex Movie Theater (445) Average Vehicle Trip Ends vs: Seats On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 2 Average Number of Seats: 3,325 Directional Distribution: 36% entering, 64% exiting Trip Generation per Seat Average Rate Range of Rates Standard Deviation 0.08 0.06 - 0.09 Data Plot and Equation a 400 n 300 200 100 Caution - Use Carefully - Small Sample Size X 2400 2500' 2600 2700 2800 2900 3000 3100 3200 3300 3400 3500 3600 3700 3800 3900 4000 4100 4200 4300 X = Number of Seats X Actual Data Points ------ Average Rate Fitted Curve Equation: Not given R = **** 0 ! Trip Generation, 8th Edition 827 Institute of Transportation Engineers Multiplex Movie Theater (445) Average Vehicle Trip Ends vs: Seats On a: Saturday, Peak Hour of Adjacent Street Traffic, One Hour between 11 a.m. and 1 p.m. Number of Studies: Average Number of Seats: Directional Distribution: Trip Generation per Seat 7 4,099 72% entering, 28% exiting Average Rate Range of Rates Standard Deviation 0.09 0.06 - 0.14 0.30 Data Plot and Equation 600 500 U) LLJ O. 400 300 200 100 --------------------------------------------------------------- -------------- X -------------------------- X X ------- - --------------------------------------------- X ---------------------------- X --------------- .......... ----------- * -------------- 2000 X Actual Data Points Fitted Curve Equation: Not given 3000 X = Number of Seats 9 4000 5000 ------ Average Rate R2 = **** Trip Generation, 8th Edition 830 Institute of Transportation Engineers Detailed Report Page 1 of 1 Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated:0" 5 1:41 R 1 10 x,� file:HC:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2kA0.tmp �� HCS+'' DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 3/9/2011 Time Period PM PEAK Intersection Area Type Jurisdiction Analysis Year Project ID CAUSEWAY/ISLAND WAY All other areas CLEARWATER FUTURE WITH PROJECT Volume and Timing Input LT EB TH RT WB LT TH RT NB LT TH RT LT SB TH RT Number of Lanes, Ni 1 2 2 1 2 1 Lane Group L T T R L R Volume, V (vph) 137 832 719 393 346 171 % Heavy Vehicles, %HV 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.96 0.96 0.96 10.96 0.96 0.96 Pretimed (P) or Actuated (A) A A A A A A Start-up Lost Time, h 2.0 2.0 2.0 2.0 12.0 2.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 12.0 12.0 Arrival Type, AT 3 4 4 3 1 3 1 3 Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 13.0 Filtering/Metering, 1 1.000 1.000 10.0 1.000 1.000 1.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR Volumes 0 0 0 0 80 0 0 0 0 40 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nm Buses Stopping, NB 0 0 0 0 0 1 0 Min. Time for Pedestrians, Gp 1 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SB Only 06 07 08 Timing G= 15.0 G= 40.0 IY= IY= G= G= G= 20.0 G= G= 1Y= G= 5 5 Y= Y= 5 Y= Y= 1Y= Duration of Analysis, T = 0.25 Cycle Length, C = 90.0 Lane Group CapacitWy, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH I RT Adjusted Flow Rate, v 143 867 749 326 360 136 Lane Group Capacity, c 552 2365 1576 704 764 352 v/c Ratio, X 0.26 0.37 1 0.48 0.46 0.47 0.39 Total Green Ratio, g/C 0.67 0.67 0.44 0.44 0.22 0.22 Uniform Delay, d1 6.3 6.6 17.6 17.5 30.4 29.8 Progression Factor, PF 1.000 0.383 0.843 1.000 1.000 1.000 Delay Calibration, k 0.11 0.11 0.11 0.11 0.11 0.11 Incremental Delay, d2 0.3 0.1 0.2 0.5 0.5 0.7 Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 6.6 2.6 15.1 18.0 30.9 30.5 Lane Group LOS A I A B B C C Approach Delay 3.2 16.0 30.8 Approach LOS A B C Intersection Delay 13,8 Xc = 0.48 Intersection LOS B �. Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated:0" 5 1:41 R 1 10 x,� file:HC:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2kA0.tmp �� Detailed Report Page 1 of 1 Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated: 3/15/2011 10:58 AM ORIGINAL RECEIVED file:HCADocuments and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k8F.tmp MAR/11&29011 PM AteN.11 MI -M r%rOAD"Arkrf HCS+- DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 3/15/2011 Time Period SATURDAY PEAK Intersection Area Type Jurisdiction Analysis Year Project ID CAUSEWAY/ISLAND WAY All other areas CLEARWATER FUTURE WITH PROJECT Volume and Timing Input LT EB TH RT WB LT TH I RT NB LT TH RT LT SB TH RT Number of Lanes, Ni 1 2 2 1 2 1 Lane Group L T T R L R Volume, V (vph) 129 856 1041 244 271 168 % Heavy Vehicles, %HV 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed (P) or Actuated (A) A A A A A A Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type, AT 3 4 4 3 3 3 Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR Volumes 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nm Buses Stopping, NB 0 0 0 0 1 0 0 Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SB Only 06 07 08 Timing G= 15.0 G= 40.0 G= G= 1Y= G= 20.0 G= G= 1Y= G= 1Y= Y= 5 Y= 5 Y= Y= 5 Y= Duration of Analysis, T = 0.25 Cycle Length, C = 90.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate, v 136 901 1096 257 285 177 Lane Group Capacity, c 428 2365 1576 704 764 352 v/c Ratio, X 0.32 0.38 0.70 10.37 1 0.37 0.50 Total Green Ratio, g/C 0.67 0.67 0.44 0.44 0.22 0.22 Uniform Delay, d1 8.6 6.7 20.1 16.6 129.7 30.6 Progression Factor, PF 1.000 0.383 0.843 1.000 1.000 1.000 Delay Calibration, k 0.11 0.11 0.26 10.11 0.11 0.11 Incremental Delay, d2 0.4 0.1 1.4 0.3 0.3 1.2 Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 9.1 2.7 18.3 16.9 30.0 31.8 Lane Group LOS A A B B C C Approach Delay 3.5 18.0 30.7 Approach LOS A B C Intersection Delay 14,8 XC = 0.60 Intersection LOS B Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated: 3/15/2011 10:58 AM ORIGINAL RECEIVED file:HCADocuments and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2k8F.tmp MAR/11&29011 PM AteN.11 MI -M r%rOAD"Arkrf Detailed Report Page 1 of 1 Copyright© 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated' - 31912011 1:45 FM M, AR 2011 file://C:\Documents and Settin s er olizzi.GULFCOAST\Local Settin s\Tem \s2kB3.t PLANNING L= , /2011 g \rp g g P ' OF CtEARWA R HCS+- DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 3/9/2011 Time Period PM PEAK Intersection Area Type Jurisdiction Analysis Year Project ID ISLAND WAY/WINDWARD All other areas CLEARWATER FUTURE WITH PROJECT Volume and Timing Input EB LT TH RT WB LT TH RT LT NB TH RT LT SB TH RT Number of Lanes, Ni 0 1 1 0 1 1 1 2 0 1 2 0 Lane Group LT R LT R L TR L TR Volume, V (vph) 6 2 112 35 2 8 107 341 64 20 243 12 % Heavy Vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Pretimed (P) or Actuated (A) A A A A A A A A A A A A Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type, AT 3 3 3 3 3 3 3 3 Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 11.000 1.000 1.000 1.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR Volumes 0 0 20 0 0 1 0 0 0 0 0 0 0 Lane VUdth 12.0 12.0 12.0 112.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nm Buses Stopping, Ns 0 0 0 1 0 0 0 0 0 Min. Time for Pedestrians, Gp 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 Excl. Left NS Perm 07 08 Timing G= 15.0 G= G= 1Y= G= JG= 9.0 G= 32.0 G= G= Y= 4 Y= Y= IY= 5 Y= 5 Y= Y= Duration of Analysis, T = 0.25 Cycle Length, C = 70.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate, v 8 95 38 8 110 418 21 263 Lane Group Capacity, c 356 339 318 339 759 1583 657 1610 v/c Ratio, X 0.02 0.28 0.12 0.02 0.14 0.26 0.03 0.16 Total Green Ratio, g/C 0.21 0.21 0.21 0.21 0.66 0.46 0.66 0.46 Uniform Delay, d1 21.7 23.0 22.2 21.7 4.5 111.7 4.4 11.1 Progression Factor, PF 1.000 1.000 1.000 11.000 1.000 1.000 11.000 1.000 Delay Calibration, k 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 Incremental Delay, d2 0.0 0.5 0.2 0.0 0.1 0.1 0.0 0.0 Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 21.7 23.4 22.3 21.7 4.6 11.8 4.4 11.2 Lane Group LOS C C C I C A B A B Approach Delay 23.3 22.2 10.3 10.7 Approach LOS C C B B Intersection Delay 12.4 Xc = 0.30 Intersection LOS ORMfgl, Y Copyright© 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated' - 31912011 1:45 FM M, AR 2011 file://C:\Documents and Settin s er olizzi.GULFCOAST\Local Settin s\Tem \s2kB3.t PLANNING L= , /2011 g \rp g g P ' OF CtEARWA R Detailed Report Page 1 of 1 Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Gene�'3TM 2011 11:02 AM 0 201-1 AR file://C:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2kA1#r pjlNGpEP 3/15/2011 CffyOFCtFA0U1A1' N HCS+' DETAILED REPORT General Information Site Information Analyst RP Agency or Co. GCC Date Performed 3/15/2011 Time Period SATURDAY PEAK Intersection Area Type Jurisdiction Analysis Year Project ID ISLAND WAY/WINDWARD All other areas CLEARWATER FUTURE WITH PROJECT Volume and Timing Input EB LT TH RT WB LT TH I RT LT NB TH RT LT SB TH RT Number of Lanes, Ni 0 1 1 0 1 1 1 2 0 1 2 0 Lane Group LT R LT R L TR L TR Volume, V (vph) 6 10 117 43 10 11 108 222 30 14 273 18 % Heavy Vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2 Peak -Hour Factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Pretimed P) or Actuated (A) A A A A A A A A A A A A Start-up Lost Time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green, a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type, AT 3 3 1 3 3 3 3 3 3 Unit Extension, UE 3.0 3.0 1 3.0 3.0 3.0 3.0 13.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 11.000 1.000 Initial Unmet Demand, Qb 0.0 0.0 0.0 0.0 0.0 10.0 10,0 0.0 Ped / Bike / RTOR Volumes 0 0 50 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers, Nm Buses Stopping, NB 0 0 0 0 1 0 1 0 1 1 0 0 Min. Time for Pedestrians, Gp 3.2 f�_�3.2 1 3.2 1 3.2 Phasing EW Perm 02 03 04 Excl. Left NS Perm 07 08 Timing G= 15.0 G= G= IY= 1Y= G= ly= G= 9.0 G= 32.0 G= 1Y= G= 1Y= 4 Y= IY= 5 Y= 5 Duration of Analysis, T = 0.25 Cycle Length, C = 70.0 Lane Group Capacihy, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate, v 16 70 55 11 113 262 15 303 Lane Group Capacity, c 374 339 319 339 731 1593 760 1606 v/c Ratio, X 0.04 0.21 0.17 0.03 0.15 0.16 0.02 0.19 Total Green Ratio, g/C 0.21 0.21 0.21 0.21 0.66 0.46 0.66 0.46 Uniform Delay, d1 21.8 22.6 22.4 21.8 4.5 11.2 4.2 11.3 Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration, k 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 Incremental Delay, d2 0.0 0.3 0.3 0.0 0.1 1 0.0 0.0 0.1 Initial Queue Delay, d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 21.9 22.9 22.7 121.8 4.6 11.2 4.2 11.3 Lane Group LOS C C C C A B A B Approach Delay 22.7 22.5 9.2 11.0 Approach LOS C C A B Intersection Delay 12.3 Xc = 0.24 Intersection LOS B Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Gene�'3TM 2011 11:02 AM 0 201-1 AR file://C:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\s2kA1#r pjlNGpEP 3/15/2011 CffyOFCtFA0U1A1' N Two -Way Stop Control neral Information TWO-WAY STOP CONTROL SUMMARY Site Information Intersection C Jurisdiction nalvsis Year Analyst RP Agency/Co. GC Date Performed 3/9/2011 Analysis Time Period PM PEAK Proiect Description Page 1 of 1 WINDWARD / DRIVE R CLEARWATER FUTURE WITH PROJECT East/West Street: WINDWARD PASSAGE North/South Street: DRIVEA Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 58 0 12 42 Peak -Hour Factor, PHF 1.00 0.92 0.92 0.92 0.92 1.00 Hourly Flow Rate, HFR veh/h 0 63 0 13 45 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 0 26 Peak -Hour Factor, PHF 0.92 1.00 0.92 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 0 0 28 0 0 0 Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 0 0 0 0 0 Configuration I LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 13 28 C (m) (veh/h) 1540 1002 v/c 0.01 0.03 95% queue length 0.03 0.09 Control Delay (s/veh) 7.4 8.7 LOS A A Approach Delay (s/veh) -- -- 8.7 Approach LOS -- -- A Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Generated: 3/9/2011 1:4&Wqk RECEIVED file:HC:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\u2kB8.tmp 3/V,IX 11 2011 Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY neral Information Site Information Intersection C Jurisdiction nalvsis Year Analyst RP Agency/Co. GC Date Performed 3/14/2011 Analysis Time Period SATURDAY PEAK Page 1 of 1 WINDWARD /DRIVE A CLEARWATER FUTURE WITH PROJECT Project Description East/West Street: WINDWARD PASSAGE North/South Street: DRIVEA Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 55 3 30 50 Peak -Hour Factor, PHF 1.00 0.92 0.92 0.92 0.92 1.00 Hourly Flow Rate, HFR veh/h 0 59 3 32 54 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 2 27 Peak -Hour Factor, PHF 0.92 1.00 0.92 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 2 0 29 0 0 0`7 Percent HeavyVehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length. and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 32 31 C (m) (veh/h) 1541 988 v/c 0.02 0.03 95% queue length 0.06 0.10 Control Delay (s/veh) 7.4 8.8 LOS A A pproach Delay (s/veh) pproach LOS -- -- -- -- 8.8 A IGIN� RECE to Copyright © 2007 University of Florida, All Rights Reserved HCS+im Version 5.3 Generated: 3/14/2011 1.:03: P IVI VO�_6LkFt9 P`AMANG DEPARTMER file:HC:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\u2klB.tmp CCI I WA Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY (General Information Site Information Intersection C Jurisdiction nalvsis Year Analyst RP Agency/Co. GC Date Performed 3/9/2011 Analysis Time Period PM PEAK Proiect Description Page 1 of 1 RD /DRIVE B A TER WITH PROJECT East/West Street: WINDWARD PASSAGE North/South Street: DRIVE B Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 84 0 12 54 Peak -Hour Factor, PHF 1.00 0.92 0.92 0.92 0.92 1.00 Hourly Flow Rate, HFR veh/h 0 91 0 13 58 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 0 27 Peak -Hour Factor, PHF 0.92 1.00 0.92 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 0 0 29 0 0 0 Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 0 0 Configuration LR Delay, Queue Length. and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 13 29 C (m) (veh/h) 1504 967 v/c 0.01 0.03 95% queue length 0.03 0.09 Control Delay (s/veh) 7.4 8.8 LOS A A Delay (s/veh) -- -- 8.8 G ,Approach pproach LOS -- -- A Copyright © 2007 University of Florida, All Rights Reserved HCS+TM Version 5.3 Gen 4a�ie : -8/9 Q(% 11:49 PM IpL"ING DEPARTMENT City OF CLWWATER file://C:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\u2kBC.tmp 3/9/2011 Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY ral Information Site Information Intersection C Jurisdiction /2011 nalvsis Year Analyst RP enc/Co. GC Date Performed 3/14 Analysis Time Period SATURDAY PEAK Page 1 of 1 RD /DRIVE 8 4TER WITH PROJECT Project Description East/West Street: WINDWARD PASSAGE North/South Street: DRIVE 8 Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 82 0 30 80 Peak -Hour Factor, PHF 1.00 0.92 0.92 0.92 0.92 1.00 Hourly Flow Rate, HFR veh/h 0 89 0 32 86 0 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT ,Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 0 27 Peak -Hour Factor, PHF 0.92 1.00 0.92 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 0 0 29 0 0 0 Percent HeavyVehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 32 29 C (m) (veh/h) 1506 969 v/c 0.02 0.03 95% queue length 0.07 0.09 Control Delay (s/veh) 7.4 8.8 LOS A A ORIGINAk ,Approach Delay (s/veh) -- -- 8.8 RECEIVED pproach LOS -- -- A , -i,., ^n„vrin Fhf (cl )nn7 1 Inivarcity of Flndrla All Rinhfc PPSPfvPH uf1LffM very;,,„ G z ""' 11 2 Generated: 3)'14/2511 I . 1:06 PM V - - - - - - PLAN14ING DEPARMEt41 CITY OF CLEARWATEt file://C:\Documents and Settings\rpergolizzi.GULFCOAST\Local Settings\Temp\u2klF.tmp 3/14/2011 March 10, 2011 Frank Dame, Executive Vice -President Clearwater Marine Aquarium, Inc. 249 Windward Passage Clearwater, Florida 33767 Reference: Clearwater Marine Aquarium ATTN: Dear Mr. Dame: ,'rad# Lind Pl :nn n Due Ddiigerce Retorts Re -Zoning. Land Ulse, Anne!4iuon Se01-111v:ater Management tj6hty 7e• lvn Traffic Consvuac on AdilwiwsLri6cn Per the rules and regulations of the Southwest Florida Water Management District, we are required to fiirnish you with a set of instructions for maintenance and operation of the underground vault. The vault is designed to maintain certain volumes of rainfall runoff corresponding to specific water elevations in the vault. The control structure regulates the level of the water in the vault. The volume above the slot should be discharged under a encase skimmer and through the slot within a few hours following a storm event. The volume below the slot should take less than 24 hours to be discharged through .filtration underdrains. The water level in the vault should drop below the slot and the vault should be dry within 24 hours following a storm event, assuming there is no interceding rainfall. Here are some suggested procedures, to keep the system functional: • The bottom of the vault should be inspected regularly to assure that excess siltation has not occurred. Siltation of the vault shall be controlled to assure that the storage volume is not affected. Periodic cleaning of the vault bottom and removal of silts is required. It is required that cleaning be done every six (6) months. PO. faux 4946 Cknj'Watai.11 3375$-4946 Original Received tucchnartii,idcc:D„ ncenng.corr 727 443 2869 3=ax 727 446 6626 MAR 14 2011 Planning & Development ,r • Grass clippings and other debris should be remoV5"rom the parking area to assure they are not transported to the retenti�vault. • The underdrain system should be back flushed periodically, in the same manner as you would back flush a swimming pool filter, to assure proper operation of the system. • .The control structure should be checked monthly and all debris cleared. / • Your Management of Surface Water Permit should contain a numberof conditions which must be met. If you have any questions or concerns about this project please do not hesitate to call our office. Sincerely, Northside Engineexang Services, Inc. To acknowledge and accept the above operation and maintenance schedule, please below and return to Northside Engineering Services, Inc. Frank Dame, Executive Vice -President Clearwater Marine Aquarium, Inc. ' Original Received MAR 141011 Planning & Development CLEARWATER MARINE AQUARIUM VAULT BUOYANCY CALCULATIONS VOLUME OF VAULT BELOW SEASONAL HIGH WATER ELEVATION Inside Dimensions of Vault= 84' x 45' ft Depth of Vault = 4.0 (SHW) — 0.50 (bottom elevation) = 3.5 ft Volume of Displacement = 84' x 45' x 3.5' = 13,230 cf UPLIFT ON VAULT BELOW SHW EL. = 13,230 cf x 62.41bs/cf = 825,552 lbs. NOTE: seasonal high water elevation assumed to be 12 inches below existing ground. WEIGHT OF THE VAULT Weigh of the Walls = (2581f x 0.67'x 4') x 150 lbs/cf = 103,716 lbs Weight of Top and Bottom Slabs = ((84' x 45' x 0.67') x 150 lbs/cf) x 2 = 759,780 lbs TOTAL WEIGHT OF VAULT = 103,716 lbs + 759,780 lbs = 863,496 lbs. 825,552 lbs < 863,496 lbs OK Original Received MAR 14 1011 Planning & Development I I 1 Civil Land Planning Due Diligence Reports Re -Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration STORMWATER REPORT FOR: THE CLEARWATER AQUARIUM PROJECT Ram A. January 31, 2011 Project No. 1031 Original Received MAR 14 2011 300 South Belcher Road = Clearwater, Florida 33765 Planning & Development tech@northsideengineeringservices.com 727 443 2869 Fax 727 446 8036 DRAINAGE NARRATIVE The proposed construction. activities consist of the following: • Construction of 78,814 S.F. of open impervious vehicular use, which includes the parking lot, parking garage and sidewalk areas. • Construction of an underground vault is proposed to provide water quality treatment for a volume equal to 3/a" of runoff over the entire drainage basin area. + Treatment of stormwater will be achieved through an effluent underdrain system integral to the vault. • No Seasonal IIigh Water Elevation determination or Percolation Test shall be required, as the vault and underdrain system are self- contained. elfcontained. No ground water intrusion into the system shall occur, and therefore will have no effect on the functionality of the stormwater system itself. • The overflow will be piped directly into Clearwater Harbor. Therefore no attenuation shall be required. • The Drainage Calculations have been prepared in accordance with the City of Clearwater Drainage Manual and The Southwest Florida `Management District. • The project is located in an open basin. • No wetland impacts will result from construction of this project. Original Received MAR 14 2011 Planning & Development PROJECT NAME PROJECT NO.: EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV. AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV. AREA= CLEARWATER AQUARIUM 103'1 98,697 SF = 0 SF = 0 SF = 98,697 SF = 2.27 ACRES 0.00 ACRES 0.00 ACRES 2.27 ACRES 98,697 SF 0 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 98,697 SF OF PERV. AREA @ C = C = 0.20 T.O.C. = 60 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= IMP, AREA= POND AREA= PERV. AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV. AREA= 98,697 SF = 78,814 SF = 0 SF = 19,883 SF = 8 2.27 ACRES 1.81 ACRES 0.00 ACRES 0.46 ACRES 98,697 SF 78,814 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 19,883 SF OF PERV. AREA @ C = C= 0.80 T.O.C. = 60 MINUTES 0.475 1 0.2 0.95 1 0.2 Original Received MAR 14 2011 Planning & Development PROJECT NAME: PROJECT NO.: CLEARWATER AQUARIUM 1031 POND'S STAGE STORAGE [DATA: T.O.B. EL.= D.H.W. 25 EL.= W.Q. EL.= BOTTOM EL.= STAGE ft-NGVD AREA SF AREA AC STORAGE CF 5.00. :.3,780 0.087 12,285 4.50 3,780 0.087 10,395 4.00 3,780 0.087 8,505 3.42 3,780 0.087 6,313 3.00 3,780 0.087 4,725 2.00 3,780 0.087 945 1.75 3,780 0.087 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME _ PROPOSED OUTFALL ELEVATION = AVAILABLE WATER QUALITY = 98,697 SF 0.75 IN 6,169 CF 3.42 FT 6,313 CF Original Received MAR 14 2011 Planning & Development NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: CLEARWATER AQUARIUM PROJECT NO. 1031 RUN-OFF COEFFICIENTS PRE -CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA== PERV.AREA= C= 0.20 POST -CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= n 7 STORAGE CALCULATION WEIR DESIGN PRE -CONSTRUCTION DRAINAGE AREA = TIME OF CONC. Tc = I @ Tc =60 (25 YEAR EVENT)= Q(Out)=CXIxA= POST -CONSTRUCTION 98,697 SF 2.27 AC 0 SF OF IMP. AREA @ C = 0 SF OF POND AREA a C = 98,697 SF OF PERU. AREA @ C = 98,697 SF 2.27 AC 78,814 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 19,883 SF OF PERV. AREA @ C = 2.27 AC 60 MIN 3.60 IN/HR 1.63 CFS TIME (MIN.) I _(IN/HR) Q(in) (CFS) ' INFLOW (CF) 60.00 _ 3.60 6.19 22,287 TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= H= Q= 4.00 FT :3.42 FT 0.58 FT or 7" 6.19 CFS L=0/3.1`H^1.5 = 4.50 FT (MIN) USE 6' FT Original Received MAR 14 2011 Planning & Development 0.475 1 0.2 0.9 1 0.2 NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: CLEARWATER AQUARIUM PROJECT NO.: 1031 VOLUME PROVIDED = 6,313 0. F. BOTTOM OF SLOT ELEV. = 3.42 POND AREA (SF) = 3,780 S.F. BOTTOM OF POND ELEV.= 1.75 POND AREA (SF) = 3,780 S.F. UNDERDRAIN INVERT ELEV. = 1.00 COEFFICIENT OF PERMEABILITY (K) = 0.09 FT/MIN LENGTH OF UNDERDRAIN = 78 FT SIZE OF UNDERDRAIN = 6 INCH ELEV. AVG. HEAD INCR HEAD L (AVG) HYD. GRAD. FILTER AREA FLOW POND AREA INCR VOL. INCR TIME FT FT FT FT FT/FT S.F. CFM S.F. C.F. MIN. 3.42 3,780 1.95 0.42 2.75 0.71 117. 7.51 1,578 210 3.00 � 3,780 1.54 0.42 2.75 0.56 117 5.91 1,578 267 2.59 3,780 1.13 0.42 2.75 0.41 117 4.31 1,578 366 2.1.7 3,780 0.71 0.42 2.75 0.26 117 2.71 1,578 582 1.75 � 3,780 TOTAL DRAWDOWN VOLUME = 6,313 C. F. TOTAL DRAWDOWN TIME = 23.7 HOURS Original Received MAR 14 1011 Planning & Development LA131NS - Results of Map Query Page 1 of 1 • LAaIN�; Results of Map Query / This query reports for all layers, even those not turned on. Coordinate Position Albers (East, North,'83, Mt.): 514980, 444759 State Plane North (X,Y,'83, Ft.): 2508222, - 358418 State Plane East (X,Y,'83, Ft.): 66093, 1338494 (zone 17) State Plane West (X,Y/83, Ft.): 388822, 1334980 (zone 17) Geographic (NAD83): 820 49'43" W 28°0'14"N UTM: 320206, 3098966 (zone 17) Base Information County: Pinellas Quad Name: DUNEDIN Quarter -Quad: SW Ticle Interpollation Points Iden 100097 NTDE83-01 NAVD 88 Method Station 1 Station 2 Mean High Water 0.67 ft Mean Low Water -1.21 ft Seasonal High Water Download Approval Form If you do not see the data that you expected, try zooming in'closer. Land_Boundary__ n ormatioll austEm_,____, Original Received MAR 14 2011 Planning & Development hti, //rlat� lahIn.c oro/imf'�/TMT-TW'�/(-,xl-/in-fRT-)rillTrlPntifvMnll-.T,a.vers-isn?x1=514980.6015058239&.71=444... 1/31/201-1 LABINS - Results of Map Query Results of Map Query This query reports for all layers, -- even those not turned on. Coordinate Position Albers (East, North/83, Mt.): 514889, 443269 State Plane North (X,Y,'83, Ft.): 2507949, - 363303 State Plane East (X,Y,'83, Ft.): 65675, 1333621 (zone 17) State Plane West (X,Y,'83, Ft.): 388445, 1330105 (zone 17) Geographic (NAD83): 821 49'46" W 270 59' 25" N UTM: 320079, 3097481 (zone 17) Base Information County: Pinellas Quad Name: CLEARWATER Quarter -Quad: NW Ticle Interpolation Points Iden 100098 NTDE83-01 NAVD 88 Method Station 1 Station 2 Mean High Water 0.66 ft Mean Low Water -1.22 ft Seasonal High Water Download Approval Form If you do not see the data that you expected, try zooming in closer. BoundaryTijformation Cstem Page 1 of 1 Original Received MAR 14 2011 Planning & Development tn:Hcla.f:i..la.lhins.ore/imf3/TMHW3/ext/imf3T)rl]]Td.entifvMultT,avers.isn?x1=514889.950316100.5&.v1=44' 1 /'�1 /?1111 LABINS - Results of Map Query Results of Map Query This query reports for all layers, ✓� even those noi: turned on. Coordinate Position Albers (East, North/83, Mt.): 514718, 441768 State Plane North (X,Y,'83, Ft.): 2507411, - 368223 State Plane (East (X,Y,'83, Ft.): 64991, 1328721 (zone: 17) State Plane West (X,Y,'83, Ft.): 387802, 1325201 (zone 17) Geographic (NAD83). 820 49' 53" W 270 58' 37" N UTM: 319870, 3095988 (zone 17) Base Information County: Pinellas Quad Name: CLEARWATER Quarter -Quad: NW Control Tide Station Location ID: 872-6724 County: Quad Name: DEP Method: 1 (For DEP Use Only) Tidal Benchmark from 6724 (PDF format) DEP: Status: Published Report Date: Latitude (Dec Deg): Longitude (Dec Deg): If you do not see the data that you expected, try zooming in closer. Land BOLq dart' Information System Page 1 of 1 Original Received MAR 14 2011 Planning & DevelOPMent ittn : //d.ata.labins. orlr/imf3/IMIIW3/ext/imf3Dr:illIdentifvMultLavers.i sp?x1=514718.7202910673 &y 1=441... 1/31/2011 Epoch Tidal Epoch: 1983-2001 NAVD 88 Mean High Water: 0.59 ft Mean Low Water: -1.28 ft Download Approval Form If you do not see the data that you expected, try zooming in closer. Land BOLq dart' Information System Page 1 of 1 Original Received MAR 14 2011 Planning & DevelOPMent ittn : //d.ata.labins. orlr/imf3/IMIIW3/ext/imf3Dr:illIdentifvMultLavers.i sp?x1=514718.7202910673 &y 1=441... 1/31/2011 LABINS - Results of Map Query Results of Map Query This query reports for all layers, even those riot turned on. Coordinate Position Albers (East, North/83, Mt.): 515393, 440267 State Plane North (X,Y,'83, Ft.): 2509656, - 373128 State Plane East (X,Y,'83, Ft.): 67090, 1323753 (zone 17) State Plane West'(X,Y,'83, Ft.): 389940, 1320252 (zone 17) Geographic (NAD83): 821 49' 29" W 270 57' 48" N UTM: 320510, 3094475 (zone 17) Base Information County: Quad Name: Quarter -Quad: Township -Range -Section Tide Interpolation Points Iden 692 Method Station 1 Station 2 Mean High Water Mean Low Water Seasonal High Water Download Approval Form Pinellas CLEARWATER NW 29S 15E 17 6706 NTDE83-01 NAVD 88 If you do not see the data that you expected, try zooming in closer. Land Bounclar ioaformation Svstem 0.65 ft -1.24 ft Page 1. of 1 Original Received MAR 141011 Planning & Development 1-it11-//&i1n lahin.c nra/imR/TM14W' /exi:/imf DrillTdentifvMultLavers.isb?x1=515393.5680367862&y1=440... 1/31/2011 LADINS - Results of Map Query I.d4.BIN!:: Results of Map Query This query reports for all layers, even those not turned on. Coordinate Position Albers (East, North,'83, Mt.): 517186, 439361 State Plane North (X,Y,'83, Ft.): 2515570, - 376067 State Plane East (X,Y,'83, Ft.): 72912, 1320641 (zone 17) State Plane West (X,Y,'83, Ft.): 395785, 1317189 (zone 17) Geographic (NAD83): 820 48' 24" W 270 57' 18" N UTM: 322284, 3093527 (zone 17) Base Information County: Pinellas Quad Name: CLEAR\/ATER Quarter -Quad: NE Township -Range -Section: 29S 15E 16 National Geodetic Survey (NGS) PID: AG0998 Stamping: Designation: Control Tide Station Location ID: 872-6706 County: Quad Name: DEP Method: 1 (For DEP Use Only) Tidal Benchmark from DEP: 6706 (PDF format) Status: Published Report Date: Latitude (Dec Deg): Longitude (Dec Deg): If you do not see the data that you expected, try zooming in closer. _. _._. Land -Bound r nPnrmi:ion•,gvstm______ Page 1. of 1 r Original Received MOR 14 I0,11 Punning & pevetoPrnent Ztti): //data.laUins. ori?/imf3/IMHW3/extlimf3DrillldentifvMultLavers.i su?x 1=517186.44712242746 &v 1.=43 ... 1/3112011 /2011 Epoch Tidal Epoch: 1983-2001 NAVD 88 Mean High Water: 0.64 ft Mean Low Water: -1.25 ft Download Approval Form If you do not see the data that you expected, try zooming in closer. _. _._. Land -Bound r nPnrmi:ion•,gvstm______ Page 1. of 1 r Original Received MOR 14 I0,11 Punning & pevetoPrnent Ztti): //data.laUins. ori?/imf3/IMHW3/extlimf3DrillldentifvMultLavers.i su?x 1=517186.44712242746 &v 1.=43 ... 1/3112011 /2011 LA13INS - Results of Map Query Results of Map Query This query reports for all layers, i even those not turned on. Coordinate Position Albers (East, North,'83, Mt.): 518374, 444447 State Plane North (X,Y,'83, Ft.): 2519395, - 359383 State Plane East (X,Y,'83, Ft.): 77228, 1337199 (zone 17) State Plane West (X,Y,'83, Ft.): 399965, 1333776 (zone 17) Geographic (NAD83): 820 47' 38" W 28°0'2"N UTM: 323599, 3098572 (zone 17) Base Information County: Pinellas Quad Name: DUNEDIN Quarter -Quad: SE Quad Name: CLEARWATER Quarter -Quad: NE Township -Range -Section: 28S 15E 34 Tide Interpolation Points Iden 2719 NTDE83-01 NAVD 88 Method Station 1 Station 2 Mean High Water 0.74 ft Mean Low Water -1.26 ft Seasonal High Water Download Approval Form If you do not see the data that you expected, try zooming in closer. „,_Land PoundarynfoEMag n System Page 1 of 1. Original Received MAR 14 7011 ' Planning & Development itn //rl�ia Inhin.e rn-a/imf /TMNW�/P.xi/imf Tlri117rlP.ntifvT��Tn11T.avPrc i..gn?-vl=,�1 R'1'74 QRdndg9d5RRrrv1=z14z1 1 /q1 /?(111 > _ LAB IS r-11'ean High eater interactive Map Mean High Water Data Control Tide Station Location National Tidal Epoch 1983-2001 This site provides tidal datums based on the current epoch in accordance with the national standards and procedures established by the National Ocean Service. Read More about NTDE 83-01 Map Layers �•. ., RarltgrnLnd images B Mean High Water Data Control Tide Station Location ❑ Show Labels ® Tide interpolation Points Show Labels Erosion Control Line ❑ Show Labels National Geodetic Survey (NGS) Preliminary NGS + Geographic Boundaries Automatically Refresh Map 19 c[ a Q• � .A CD G? q G1- t'a:?e 1 of l roEP 3ureau of Survey and-maDprng Land Boundary Information System ., . http://data.labins.oi-g/imf3/IMHW3/imfStyle2 asp 1/31/2011 PETER P. KOHUT, P.E. 240 Windward Passage, Unit 105 Clearwater Beach, Florida 33767 219-741-0580 Peterkohut@haywired.net May 12, 2011 Mr. Frank Chivas Clearwater Marine Aquarium, Inc. 249 Windward Passage Clearwater Beach, Florida 33767 Re: Clearwater Marine Aquarium Dear Mr. Chivas, Before your May 17th, 2011 Public Hearing, I wanted to express my appreciation for the drive revisions you made to the Marine Aquarium project . Public safety remains the single most important aspect of all recreational - type developments. In keeping with this, 1 e- mailed you an INDOT (Indiana Department of Transportation) detail of a six and eight inch combined curb and gutter system. These curbs will serve your development as a protective barrier for pedestrians. Additionally, vertical curbs will act as a means of channeling existing surface water run-off from the street, separate from your parking lot. You should also know that I have encouraged the City of Clearwater to allow you this type of construction. Again, congratulations on this important expansion endeavor. if I can be of any further assistance, please do not hesitate to contact me. Very truly yours, Peter P. Kohut, P.E. Florida License # 72528 cc: Robert Tefft ip. 4� Isfand Estates OvicAssoeiation "Promoting unity within our community" May 10, 2011 Mr. Frank Dame, EVP/COO Clearwater Marine Aquarium, Inc. 249 Windward Passage Clearwater, FL 33767 Re: Proposed Expansion of Clearwater Marine Aquarium Dear Mr. Dame: I am writing on behalf of the Board of the Island Estates Civic Association, a voluntary membership organization open to all residents of Island Estates.. As you know, the Association Board has been following the proposals for the planned expansion of the Clearwater Marine Aquarium for some time. In addition to doing our own research, the Board has sponsored two Town Hall Meetings open to all residents, one at the end of last year and another on May 3, 2011, to address the project plans as they have evolved. We appreciate your attendance at both meetings to present information about the project and give our residents an opportunity to ask questions and give feedback about the project plans. Last evening, at our regular Board meeting, a clear majority of the Board approved a motion to endorse and support the CMA expansion project in its current form. The vote was not completely unanimous, reflecting the continuing concerns of a number of residents about traffic and other issues. However, the Board recognizes that you have taken the residents' concerns into account" throughout the planning stages, and we anticipate that the CMA will continue to do so to the extent practical. We are also very enthusiastic about the proposed expansion of the CMA's core mission for rescue and rehabilitation of marine animals, and education programs related to that mission. Please feel free to use this letter of support in presentations to the Community Development Board or other agencies reviewing the CMA's proposed plans. We look forward to working with the CMA as neighbors in mutually supportive ways. Sincerely, Isla Condominium Association, Inc, 240 Windward Passage, Clearwater, FL 33767 May 9, 2011 Mr: Frank Dame, EVP/COO Clearwater Marine Aquarium, Inc 249 Windward Passage Clearwater, FL 33767 Dear Mr. Dame: The Village on Island Estates is an adjacent residential community to your proposed project to expand the Clearwater Marine Aquarium. We are located directly to the North on the opposite side of Windward Passage, the street bounded by the CMA. The CMA expansion project application is scheduled to be reviewed by the Clearwater Community Development Board on May 17, 2011. This letter is written to inform whoever may have an interest in this project that our condominium association board of directors has reviewed your project plans for an expanded aquarium and truly appreciates the efforts set forth by you and your development team. Your efforts to moderate traffic congestion and safety through the alignment of the CMA main entrance drive with the street Larboard Way and the care provided in protecting our community is the significant reason for our support. We endorse and support this project. The project, when completed, will upgrade the appearance of the facility, improve landscaping, better control storm water runoff, improve the existing parking situation and minimize visitor traffic congestion due to increasing attendance within the Island Estates community. We understand this project will also allow the Aquarium to expand its mission of educating the public to preserve our marine environment and the rescue, rehabilitation and release of marine animals, a cause that we embrace. Very truly yours, John Ricci — President The Village on Island Estates Condominium Association, Inc Sheron Nichols 251 Windward Passage Clearwater, Florida 33767 727-441-1454 or 727-409-9373 May 5, 2011 Clearwater Marine Aquarium 249 Windward Passage Clearwater, Florida 33767 Attn: Frank Dame City of Clearwater Planning Dept. 100 South Myrtle Avenue Clearwater, Florida 33756 Attn: Robert Tefft W/copies to CDB members x8 City of Clearwater Engineering Dept. City of Clearwater Engineering Dept. 100 South Myrtle Avenue 4220 100 South Myrtle Avenue #220 Clearwater, Florida 33756 Clearwater, Florida 33756 Attn: Bennett Elbo -Traffic Ops. Attn: Donald Melone - Engineering Spec. Re: Clearwater Marine Aquarium Expansion Project I was in attendance at the April 19, 2011 meeting regarding this project only to find out that it had been cancelled and rescheduled for May 17, 2011. Since I am going to be out of town and unable to attend, I do not want my absence reviewed as approval of the project. In my letter of April 1, 2011, all the issues addressed in that letter still stand. In fact, I have an additional request. Garage: In addition to my April 1, 2011 letter: After reviewing the drawings again, the location of the garage to my property and its height concerns me. Since I am already removing garbage and trash that has been thrown up by the more athletic public, the location and height of the proposed garage will allow the public, including infants throwing their "tommy sippy cups" down onto my roof and using my AC units as targets. The open top floor of the garage will attract the public for no other reason than to get a view of the surrounding property, attractions and water. I am requesting the city to take in consideration the garage design and any damage to my property. I am requesting some form of protection from "flying" objects from CMA garage design. Sheron Nichols 251 Windward Passage Clearwater, Fl. 33767 680 Island Way 4809 Clearwater, Fl. 33767 Received MAY 0 9 2011 Planning & Development � r ,Q, 1 FIBEARWATER ACHCCHAMBER OMMERGCE " GIEARWATE R'S TOURISM CHAMBER -� �Promoting Tourism and the Business Community EXECUTIVE OFFICERS Paul Andrews April 12, 2011 Shephard's Beach Resort Chairman of the Hoard Brian Kramer Hyatt Regency Resort & Spa Dear Mr. Horne, Mr. Bill Horne Vice Chairman Darlene Kole City of Clearwater Anna Aliaga proposed project to expand the Clearwater Marine Aquarium. P.O. Box 4748 Clearwater Harbor Realty Secretary CHAIRMEN/DIRECTORS Clearwater, FI. 33758 Louis Stavropoulos Clearwater Community Development Board on May 17, 2011. Fran Bartlett Publix Supermarket The Lobster Pot Bistro RE: Clearwater Marine Aquarium Expansion Project Treasurer Our chamber has reviewed the project plans for an expanded Bob Griffeniffen Tommy Duff Sand Key Realty Dear Mr. Horne, Past Chairman Darlene Kole The Clearwater Beach Chamber of Commerce is aware of a President/CEO Membership Chair proposed project to expand the Clearwater Marine Aquarium. The project application is scheduled to be reviewed by the CHAIRMEN/DIRECTORS Clearwater Community Development Board on May 17, 2011. Fran Bartlett The Lobster Pot Bistro RestaurantWeek Our chamber has reviewed the project plans for an expanded Bob Griffeniffen Griffin Productions aquarium and we fully endorse and support this exciting Redevel oprnent/Governm ent/Busine ss h'conomic Development Chair project. Michele Johnson Sandpearl Beach Resort Special Events Chair The project, when completed, will upgrade the appearance of Joanna Patterson-Rizkallah Hilton Clearwater Beach Resort the facility, improve landscaping, better control storm, water eirketingCouncil Chair runoff, add parking and minimize visitor traffic congestion Craig Synovus Bank within Island Estates. This project will also allow the Chamber Liaison Aquarium to expand its mission of educating the public to Rosemarie Bonnington SwisshelmRealty preserve our marine environment and the rescue, Darlene Cagle rehabilitation and release of marine animals. Flower Market Florist Kristi Cheatham Clearwater Gas Systems Martin Cole The Clearwater Marine Aquarium is an important part of the Red Roof Inn continued of tourism in Clearwater and the Tampa Bay Frank Dame growth Clearwater Marine Aquarium area. We are excited about thisro ect the new facilityand p Alan Ebbert Frenchy'sRestaurants the visitors that will surely come. Jean Hagan Sunsets at Pier 60 Daily Festivals Sul aSunTrust Very truly yours, Bank Robert Longenecker Jolley Trolley Vinroy Mcghie Sam's Club Ann Quinn Snowflake Inn Paul Andrews Gaillard St.Clair JMC Resort Properties Chairman of the Board Bob Walter Hilton Clearwater Beach Resort Eric Waltz Sandpearl Resort Eddie Wright Crabby's Beachwalk Bar & Grill P. O. Box 3573 * Clearwater Beach, FL 33767 * (727) 447.7600 Fax (727) 443.7812 * U.S. Toll Free 888.799.3199 CLEARWATER Regional Chamber of Commerce April 6, 2011 City of Clearwater: RE: Clearwater Marine Aquarium Expansion Project The Clearwater Regional Chamber of Commerce is aware of a proposed project to expand the Clearwater Marine Aquarium. The project application is scheduled to be reviewed by the Clearwater Community Development Board on April 19, 2011. Our chamber has reviewed the project plans for an expanded aquarium and we fully endorse and support this exciting project. The project, when completed, will upgrade the appearance of the facility, improves landscaping, better control storm water runoff, add parking and minimize visitor traffic congestion within Island Estates. This project will also allow the Aquarium to expand its mission of educating the public to preserve our marine environment and the rescue, rehabilitation and release of marine animals. The Clearwater Marine Aquarium is an important part of the continued promotion and growth of tourism in Clearwater and the Tampa Bay area. We fully endorse this project, the new facility and look forward to the visitors that will surely come to the area to visit the new facilities. Aeff0 President/CEO 401 CLEVELAND STREET CLEARWATER, FL 33755-4004 www.clearwaterflorido.org 727/461-0011 FAX 727/449-2889 Executive Committee Carol Hague Board Chair Jim Watrous Chair Elect Stan Vittetoe Vice Chair Business & Economic Development Chuck Warrington Vice Chair • Membership & Ambassadorship Jim Watrous Vice Chair Government Affairs Mike Bell Vice Chair Events & Marketing Patricia Perzel Vice Chair Long Range Planning Jack Guy Vice Chair North County / Beach Tourism Steven Rodriguez Vice Chair South County Tourism Lorri Kidder Vice Chair Fiscal Oversight / Treasurer Bob Clifford President / CEO Steven Williamson Legal Counsel Board of Directors Ed Armstrong Brian Aungst Pat Beyer Alex Chamberlain Doreen Di Polito Holly Duncan Donald Ewing Chip Falk V. Raymond Ferrara Scott Goyer Stuart Holloway Nancy Longstreth Jay Modhu Chris Maggi Jim Marshall Steven R. Mixson Thomas C. Nash II James Nichols Bob Passwaters Susan Rolston Bob Roperti Melissa Seixas Rob Show John Timberlake Doug Williams PETER P. KOHUT, P.E.. 240 Windward Passage, Unit 105 Clearwater Beach, Florida 33767 8833 Monfort Drive St. John, Indiana 46373 219-741-0850 April 5, 2011 City of Clearwater Planning Department City of Clearwater Engineering 100 South Myrtle Ave. Clearwater, Florida 33756 Attn: Robert Tefft Department 100 South Myrtle Ave, #220 Clearwater, Florida 33756 Attn: Bennett Elbo City of Clearwater Engineering Dept. City of Clearwater Plan and Dev 100 South Myrtle Avenue, #220 P.O. Box 4748 Clearwater, Florida 33756 Clearwater, Fl- 33758-4748 Attn: Donald Melone - Engineering Spec Attn: Michael Deik RE: Clearwater Marine Aquarium (CMA) Expansion Project As a Professional Engineer, registered in the State of Florida, I have compared plans submitted to the Village of Island Estates by the CMA, dated 2/01/11, against City of Clearwater Development Standards (Article 3). There are several codes which seemed to have been ignored. A brief description of the codes in question follows: Section 3406, Emergency access. The 18 foot fire lane on the west and the new brick pavers on the south, are hardly defined as convenient assess for emergency vehicles. Section 3-912, Underground Utilities. All utilities, including individual distribution lines shall be installed underground, unless such under grounding is not practicable. . Section 3-913, Outdoor storage. Outdoor storage of goods and material is prohibited. Section 3-914, General standards for Level One and Level Two approval. Criteria Numbers one (1) through six (6), have not been met by any degree, especially the safety of the residents in the area, as well as the minimization of traffic congestion. Section 3-915, Stormwater detention facilities. While the development appears to include pre-treatment of storm water, storage may not be included. APR 111011 ►pq ong & Development Page 2 Section 3-916, Uses Involving Vehicles. No travel trailer used for living can be located and used, unless placed in an approved recreational vehicle park. Section 3-1202, General Landscaping Standards. Subsection G-2, requires that landscape lighting is turned off when the business is closed. Section 3-1301, Outdoor Lighting. Establishment of minimum standards, in order to protect adjacent land use from intrusive light conditions. Section 3-1401, Parking. This code calls out standards which promote orderly, efficient, and safe . layout of parking. Additionally, a .Parking Demand Study may be required , so as to justify any deviation to the parking standards. A Parking Demand Study would have gone a long way in justifying the new Parking Garage, which looks more like a beach transportation facility. Section 3-1402, Design Standards for Parking Lots. Subsection 3-140213, clearly states that there shall be no more than one entrance and exit along any street. The CMA proposes two entrances and exits along Windward Passage. Added to that, Larboard Way intersects Windward Passage between these two (2) CMA drives. Will the CMA assume the liability of this poorly thought-out traffic plan? Or, will the liability be paid for by the taxpayers, because the City determined that a safer traffic methodology was not warranted. This also would be a good time to consider" No Parking" on both sides of Windward Passage, along with pavement markings, to clearly define a traffic pattern at the drives and Larboard Way. Section 3-1503, Nuisances. No person owning or having control of any premises within the city, shall maintain, keep, or permit any nuisance offending the citizens of the City. It is clear that the CMA has consistently abused this code by allowing trash and storage of trailers and boats on a daily basis. Section 3-1701, Sidewalks Required. New construction and major construction alterations must include new sidewalks along the right of way which the development abuts. This new sidewalk, five(5)feet wide, should also include a combined curb and gutter to discourage driving over the curb and onto the sidewalks. Section 3-1800, Sign Regulations and Standards. No mention of a sign exists, but the CMA will most certainly challenge this code with their new sign(s). Section 3-1900, Streets and Sidewalks. This section defines the practical and safe alignment of streets. The code encourages sidewalks and bicycle paths to serve pedestrian travel. The CMA plan appears "light" in this area. Alignment of existing streets with drives is desirable. Section 3-1916, Nonresidential Plats. Subsection B, states that the applicant shall demonstrate, to the satisfaction of the City, that the principles and standards, listed in B 1 through 6, are met. This includes B5, which states that every effort shall be made to protect adjacent residential areas from potential incompatibility and nuisance, from a commercial subdivision. These sections represent issues which were found in my original review. They do not include the items which the developer has requested in their "Flexible Development Approval", as noted in their legal ad stamped as received on April 1 , 2011. Page 3 Each section described above, are clear deviations to Article 3, Development Standards to the City of Clearwater. I would expect these codes to be upheld, to protect our way of life on Island Estates. The City of Clearwater Planning and Engineering Departments must make every effort to see that the Development Standards are upheld. If you should have any questions, please do not hesitate to call on me. Very truly yours / -�z //- Z -7-1 Peter P. Kohut, P.E. Indiana License Number 17889 Florida License Number 72528 cc: VOIE City Council MARINA 235 WINDWARD PASSAGE CLEARWATER, FLORIDA 33767 1-727-443-2466 — SERVICE 1-727-443-2514 — SALES 1-727-442-9786 — FAX April 4, 2011. Frank Dame Clearwater Marine Aquarium 249 Windward Passage Clearwater, FL 33767 Dear Frank, ality B*aA OF CLEARWATER, INC. www.qualityboatsales.com SHOWROOM 17389 U.S. 19 NORTH CLEARWATER, FLORIDA 3376,e 1-727-530-1815 — SALES 1-727-533-9247 — FAX Please accept this as a letter of supportfor the proposed improvements to the Clearwater Marine Aquarium. We have. been a neighbor of the aquarium for many years and are excited about the prospects of having such a wonderful attraction to our city located here on Island Estates and remain confident that those involved With the aquarium will make the right decisions to prepare for and handle the influx of traffic and parking on our street that will surely come if the plans you shared With me are approved and executed. We truly want the best for the aquarium and its future endeavors and successes, will continue to support the aquarium and its causes and look forward to a promising future together. Sincerely, t" an 13air Quality Boats of Clearwater, Inc. 235 Windward Passage Clearwater, FL 33767 E� C'1 R CIftFC7 DEALERSHIP _ Sheron Nichols 251 Windward Passage Clearwater, Florida 33767 April 1, 2011 Clearwater Marine Aquarium 249 Windward Psge Clearwater, Florida 33767 Attn: Frank Dame 727-441-1454 APR 042011 Planning & Development City of Clearwater Planning Dept. 100 South Myrtle Avenue Clearwater, Fl. 33756 Attn: Robert Tefft W/Copies to CDB members x8 City of Clearwater Engineering Dept. City of Clearwater Engineering Dept. 100 South Myrtle Avenue #220 100 South Myrtle Avenue #220 Clearwater, Fl. 33756 Clearwater, Fl. 33756 Attn.: Bennett Elbo - Traffic Ops. Attn: Donald Melone - Engineering Spec Re: Clearwater Marine Aquarium Expansion Project Being the adjourning property owner and adjourning business owner, I have some areas of concerns regarding the Aquarium's expansion. First of all, I want you to know, I appreciate the Aquarium mission of Rescue, Rehabilitation and Release. They do a wonderful job and I would hope they continue. With that said, I also hope that their expansion will not create damage to my property, create safety issues for myself, employees, and tenants and their customers, and any financial lost. On March 4, 2011, I met with Robert Tefft. That was the first time I had an. opportunity to review full size plans. The following are areas that can affected either my property or business directly: Drainage: During the years, the CMA had redirected ground water flow onto my property to a point where they eroded my parking lot where during a hard rain, the parking lot is a pond. Hopefully the city will be monitoring the drainage so the water flow will not dump on my property and in fact, correct what has already been created. Garage: The size, height, and security of the proposed garage can effect my property. I have concerns of an open garage 24/7 even though the CMA will only be open during select hours. Having traffic and people coming and going during all hours, causes security concerns. I foresee the beach bound people finding out about a free garage, parking there, taking the trolley and then CMA visitors parking where ever they can or wish. I would hope CMA takes measures to secure and monitor the garage for CMA customers only. Lights need to be position in areas around the garage so that the walking on the street side sidewalk doesn't become risky. Hopefully CMA will provide parking for the volunteers and employees which will at least open up street parking for the surrounding residential and business owners for their over flow needs. The tenants in my building have as part of their lease the availability of the building conference room. They do use it, and there are times when on street parking is necessary. Homeland Security and boat slips: One of my tenants is Homeland Security. They are also leasing two boat slips from the city in the marina surrounding the CMA. I have been told that CMA wants the city to turn over those water rights and eliminate the boat slips. I could lose my tenant of Homeland Security and the city loses the boat slip lease. Since the city has a budget problem already, losing revenue from all the tenants in the marina, just doesn't make sense. Additionally, if the city does continue to lease the boat slips, the "walkway" design around the boat slip area should be modified. I would like to offer a couple suggestions. Boater have supplies that they take to and from their boats. Having parking spaces designated on the far end of CMA parking lot could be adequate but loading and unloading areas should be provided If there were a drive up loading and unloading area on the west end off Marina Way would accommodate the transportation of boating needs. The drawing/design I saw, CMA plans fencing and landscaping at the end of Marina Way eliminating access to the boat slips and even the post office. I would like to meet someone from the city to show them what I am talking about. If CMA plans for the walkway are to be open 24/7, it will certainly attract walkers, visitors, and customers. There needs to be restrooms available during those times. It has been my experience that even now when customers of CMA need rest room facilities and they don't want to either wait or walk back to the rest rooms, they are coming in my building. If I do not let them use my facilities, they will make "other arrangements". We manage Clearwater Beach buildings and have had to hire security just to keep "tourist" out of the bathrooms and buildings so I am aware this can be a community problem. The walkway should have some type of security, locking out the "walking visitors" from excess to the boats. The security could be the same as the Clearwater City Marina. Traffic: If CMA attracts the number of people they are proposing, traffic will have to be a problem. Hopefully the city is reviewing this. Besides backing up on Island Way out onto Memorial Causeway as people arrive, there will definitely be traffic backup when they leave. "If you build it they will come": The whole CMA project is quite an expression of enthusiasm. What if the project was built in stages? There is a chance "they will not come". Then what happens to the property? In conclusion, I also live on Island Estates since 1983. I was attracted to Island Estates for its unique residential community. Being a great safe waterfront community where you can boat, ride your bike, walk, raise a family and have quaint neighbor shopping. Quite frankly I don't believe CMA design and proposal is a compatible addition to this community. When I drive into Island Estates I am reminded by the front sign ... Island Estates A Waterfront Residential and Shopping Community. (deed restricted) not Sea World. CMA project probably needs to be in a more compatible location where tourist are welcome. Not where "quiet enjoyment" is suddenly a thing of the past. cl&"-� I Sheron Nichols 251 Windward Passage 680 Island Way #809 Clearwater, Florida 33767 Clearwater, Florida 33767 The Village on Island Estates Condominium Association, Inc. 240 Windward Passage, Clearwater, FL 33767 March 23, 2011 Clearwater Marine Aquarium City of Clearwater Planning Department 249 Windward Psge 100 South Myrtle Ave. Clearwater, FL 33767 Clearwater, FL 33756 Attn.: Frank Dame Attn.: Robert Tefft W/copies to CDB members x8 City of Clearwater Engineering Dept City of Clearwater Engineering Dept 100 South Myrtle Ave. #220 100 South Myrtle Ave. #220 Clearwater, FL 33756 Clearwater, FL 33756 Attn.: Bennett Elbo — Traffic Ops. Attn.: Donald Melone — Engineering Spec RE: Clearwater Marine Aquarium Expansion Project The Village on Island Estates Condominium Association, (VOTE), was pleased that the Clearwater Marine Aquarium, (CMA),. hosted the movie industry last fall in the filming of "Dolphin Tale". We sincerely hope the movie will be a great success for the CMA and our local economy. Members of our committee met with the City Planning Department on February 28, 2011 to review the latest documents for the above referenced project. We were able to examine full size drawings dated February 1, 2011 and present our concerns to date. At the meeting, we provided the Planning Department the same drawing proposal as we provided to the CMA on February 18, 2011. Our drawing dated February 17, 2011, titled "Windward Psge Rehab Project.vsd", while preliminary in nature, included a specific Community Development Code item, (Supplement 27, June 2010, page CD3:76). Item 5 of the code discusses the protection of "adjacent residential areas" to include "provisions for a permanently landscaped buffer strip". While this code item could be satisfied with landscape plantings on the CMA property perimeter, the VOIE's interest requests the barrier be placed on the VOTE property line right of way on the north side of Windward Passage and the west side of Larboard Way. This request is of paramount concern to our community and our support for this project is contingent upon its implementation. Page 1 of 3 CMA VOIE_revIdoc Our committee met again on the evening of February 28, 2011 to discuss our findings. Many ideas and suggestions to enhance safety, aesthetics and retain living conditions for our residents were presented. In addition to the above referenced Code, suggestions and concerns related to the health and safety of our residents are as follows: The curve in road on Windward Passage located at the project's entrance drive A, is a significant hazard today. Given the setting sun and parked cars on the north side of Windward, west bound vehicles can be faced with complete blindness. If these factors weren't enough, oncoming traffic has a tendency to cut the curve short leaving drivers in significant jeopardy of a head on collision. (Residents of our community have travelled this route for thirty years and have witnessed several near misses). Increased vehicular and pedestrian traffic will exacerbate the current problem. a. Perhaps restricted or limited parking, on the north side of Windward, in accordance with Traffic Engineering standards may mitigate this risk. b. Road striping or other means of delineating traffic lanes should also be considered. 2. Surface Parking Lot concerns: a. Referencing item 1 above, regarding blind spots, the location of Drive A, west entrance will compound an already dangerous condition. b. Drive B, east entrance, as it is, has a significant curb cut angle that appears to contradict the natural flow of traffic. c. Drive B, east entrance also does not line up with Larboard Way and will cause inherent confusion to all drivers from all approaches. i. We view the above items as significant safety issues to include vehicle flow, accident and subsequent stacking problems. 1. Could relocation of the entrance(s) and angle parking provide both more parking spaces and relieve the issues? d. Parked and idling mass transit vehicles that operate on diesel fuel provide environmental pollution and significant discomfort causing physical distress to residents with respiratory problems. The VOIE requests that the responsible government agency report their position on this issue and provide a copy of the report the VOTE. e. Will drive A and drive B of the parking lot have gates that can be closed and locked after the Island Way Grille restaurant closes? Twenty-four hour, seven day operation of the parking lot and the inherent challenges this presents is in question. i.e. impromptu and unauthorized gatherings of any sort. 3. Parking Garage security. a. Lighting in the parking garage is a concern. i. Perhaps multiple electrical circuits for the garage lighting, providing two levels of light, normal and security lighting. Provision of electrical construction drawings, depicting a specific division in and control of the circuits can alleviate this concern. b. Night time human transient protection. i. Decorative security bars or green vinyl fence fabric on the first floor access points and roll -up garage door gates will prevent unauthorized persons from entering the building after hours. ii. All pedestrian doors shall be secured after hours. Page 2 of 3 CMA VOIE_rev2.doc 4. Will employee and volunteer parking be dedicated to on-site parking? Additional competition for parking on Windward Passage can only compound an already challenging situation. Additional items to be considered for our residential neighborhood are as follows: The drawings we reviewed on February 28, 2011 did not reflect the surface parking lot lighting. The VOIE requests that we be consulted once the decision to proceed with lighting is made, prior to the permitting process. a. Light pollution and lighting time schedules are a concern for our residents. b. Environmentally friendly, "green" lighting such as LED lighting is suggested. c. Flashing or motion lighted signage is not acceptable for any application in conjunction with this project. 2. Early on in the project we were advised that a screen material and ivy plant covering would camouflage the stark building appearance. Has this prospect disappeared? 3. The CMA sidewalk and curbing on Windward Passage should be replaced with new 5' walks and abrupt, unmountable curbing to accommodate safe foot traffic. Similar sidewalk and curbing should also be considered on the north side of Windward Passage. 4. Where possible and where responsible, all overhead power, telephone, cable and internet service wires should be converted to underground raceways. We truly appreciate the CMA mission and the positive economic impact that this project brings to our community. We only hope that the "Waterfront Shopping and Residential Community", as stated on our community entrance marquee can remain as it is intended. To continue the harmony we have enjoyed in our little corner of paradise since 1980 is the VOIE's only objective. The Village on Island Estates Condominium Association 240 Windward Passage Clearwater, FL 33767 Cc: Community Development Board members: Nicholas Fritsch Thomas Coats Richard Adelson Brian Barker Kurt Hinrich Frank Dame Doreen DiPolito Norma Carlough Page 3 of 3 CMA VOIE_rev2.doe Z:\2010 AutoCAD Projects\1031 -Clearwater Marine Aquadum\latest site E)la.\Sfte�- ---11.d.q. 5/5/201110:53:17 AM 2z 'T' ' I E-7]noa .. 7 '- Z UDLZ�H . " A H Northsiae W CLEARWATER MARINE AQUARIUM p 11 r 249 WINDWARD PASSAGE P° CLEARWATER, FLORIDA L 'C7 �, y - - - RADIUS=190.00 / Y DeltD-39'15'24' / LOT 7 CURVE DATA / RADws.1oD.DD' ARC=t30.iB' DW-2A%'Ao' (P) LHORD=127.65' ARC-B27D' (P) BEARING = 569'01'23'E- MWD_e2.01 (P) BEARINGS 6152 W- E (P) WSVDW%W PASSAGE 1 $TORY BUILDING, I I 1 3 RCCR ELEV. = 9.53 � 1 • N .r•w « I P' I 1, � �f � � N ��. -01 NEW PMgNO OAPAaE ? 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ARCHITECTS 44013 3+ CLEARWATER FLOC, CLEARWATER MARINE AQUARIUM DRAWING INDEX AI COVER 5NEET A2 AQUARIUM PLANS/ SQUARE FOOTAGE/ OC APANT LOAD AS EXISTING AQUARIUM PLANS/ NOTES A4 PROPOSED AOUARIUM PLANS/ NOTES AS PROPOSED AOUARIUM ELEVATIONS Ab PROPOSED AOUARIUM ELEVATIONS Al PROPOSED PARKING GARAGE PLANS A8 PROPOSED PARKING GARAGE ELEVATIONS Ti INSIDE OUT O GROUPim BID WWtN AMU DUBEDIP. rwrim 34". (797) 734-0070 EoeeHT w. neldeR ARcxFrecr /see TMRT.!' ARCHITECT STRUCTURAL CLIENT MECHANICAL/ CML ENGINEERS INSIDE OUT GROUP, INC. ENGINEER CLEARWATER MARINE AQUARIUM PLUMBING NORTH SIDE CONTACT: ROBERT WEIDIHH. ARCM37rC955 CONTACT: SCOTT MAR71NEZ CONTACT: FRANKCAVAS MHCHANICALDl%3N CONTACT: HUM OHOVAHH 300 BELCHER AVENUE 812 LOUDEN AVENUE 249 7A9 WINDWARD PASSAGE CONTACTTHOMAS PF9RAR0 : CLEARWATER, FLORIDA 33765 DUNEDIN, FLORIDA 349E CLEARWATER, FLCRIDA 997 14TH AVENUE SOUTH SAFTHY HARBOR, FLORIDA 3/&S Ti INSIDE OUT O GROUPim BID WWtN AMU DUBEDIP. rwrim 34". (797) 734-0070 EoeeHT w. neldeR ARcxFrecr /see EXISTING STRUCTURE SQUARE FOOT TABULATION 15T FLOOR 50UARE FOOT AREA 29159 S.F. 2ND FLOOR SQUARE FOOT AREA IOB35 S.F. TOTAL EXISTING SQUARE FOOT AREA 39,994 S.F. PROPOSED STRUCTURE 5OUARE FOOT TABULATION 15T FLOOR SQUARE FOOT AREA 10,491 S.F. 2ND FLOOR SQUARE FOOT AREA 3,583 S.F. ROOF SQUARE FOOT AREA 4,638 S.F. TOTAL NEW SOUARE FOOT AREA 18;112 S.F. TOTAL PROJECT GRO55 FLOOR AREA 52,329 S.F. OCCUPANT LOAD TABULATION OFFICE/ BUSINESS AREAS 29 ASSEMBLY AREAS 242 MECHANICAL AREAS 20 TOTAL OCCUPANTS - 2910CCUPANTS �0 y_ EXISTING ROOF PLAN OC-' UPANT LOAD TABULATION OFFICE/ BUSINESS AREAS Ib ASSEMBLY AREAS 1,184 MECHANICAL AREAS - 12 TOTAL OCCUPANTS 1,212 OCCUPANTS TOTAL PROJECT OCCUPANT LOAD 1,503 OCCUPANTS AREAS OF NEW CON5TRUCTION AREA OF NEW CONSTRUCTION / PROPOSED ROOF PLAN PROPOSED Ist FLOOR PLAN AS OF NEW 5TRUCTION INSIDE OUT O GROUP mc. DUNEDDI. FLORIDA D/6D8 (M) 731 -BM ADDLiII' Y. AORHR ARCR7IECr / EXISTING AREA ROOF PLAN SCALE: 1/32" LIFE SAFETY NOTES • FIRE AND SAFETY COMPLIANT SIGNAGE LOCATED THROUGHOUT. • AUDIBLE/ V15UAL ALARMS, EMERGENCY LIGHTS, AND EMERGENCY EXIT LIGHTS TIED INTO FIRE ALARM SYSTEM AND ELECTRIC GENERATOR. • 2 HOUR FIRE SEPARATION BETWEEN EXISTING AND NEW STRUCTURES .—""----••— • STAND PIPES A5 LOCATED ON PLANS. • TRAVEL P15TANGE------------ EXISTING STRUCTURE AREAS OFFICE/ BUSINESS AREAS. 100 S.F. PER OCCUPANT 29 OCCUPANTS ASSEMBLY AREAS. 15 S.F. PER OCCUPANT 242 OCCUPANTS EXISTING AREA 2nd FLOOR PLAN 5001S.F. PER OCCUPANT 300 S.F. PER OCCUPANT SCALE: V32" •1'-0" 20 OCCUPANTS EXISTING AREA Ist FLOOR PLAN SCALE. 1/32" e1'-0" TOTAL EXISTING STRUCTURE OCCUPANT LOAD 291 OCCUPANTS krA INSIDE OUT O GROUP mc. NO IMMIX AVOW M)NE Di. rLOWN t+en no-one ADBLIi' Y. 1EIYLR ARCD7IECT t•05 Lu PROPOSED 3rd FLOOR PLAN SCALE: IM2" PROPOSED 2nd FLOOR PLAN SCALE: 132" •1'-0" SCALE: 1/:32" -1'-0" LIFE SAFETY NOTES • NEW STRUCTURE TO HAVE FULLY AUTOMATIC FIRE SPRINKLER SYSTEM. • FIRE AND SAFETY COMPLIANT SIGNAGE LOCATED THROUGHOUT. • AUDIBLE/ VISUAL ALARMS, EMERGENCY LIGHTS, AND EMERGENCY EXIT 1-I45HT5 TIED INTO FIRE ALARM SYSTEM AND ELECTRIC GENERATOR. • 2 HOUR FIRE SEPARATION BETWEEN EXISTING AND NEW STRUCTURES. —••—••—••— • STAND PIPES AS LOCATED ON PLANS. • TRAVEL DISTANCE ------------ • ALL FIRE DEPARTMENT CONNEGTION5 SHALL BE IDENTIFIED BY 516N IN ACCORDANCE TO F.D.O.T. STANDARDS NEW STRUCTURE AREAS OFFICE/ BUSINESS AREAS. 100 S.F. PER OCCUPANT Ib OCCUPANTS ASSEMBLY AREAS. IS S.F. PER OCCUPANT/ 16' PER OCCUPANT 1,184 OCCUPANTS MECHANICAL AREAS 300 S.F. PER OCCUPANT 12 OCCUPANTS TOTAL NEW STRUCTURE OGGUPANTLOAD 1,212 OCCUPANTS INSIDE OUT O GROUP mc. Wf LOOOD1 AVVW OUI®W. rLomA um (wn 7• -Wn A�RC�B}lER %lye FAINT C'HART n F T Far*---.— ,,, Y `ROOF ABOVE THM FLOOR PLAN sc.v.e: w• .row 188'-4" "I'-6" 29'-0° 29'-0" 29'-O" 29'-01 351-0' Ib' -6" 41 NOTE. m^^ THE VERTICAL HEISHT CLEARANCE ��'!®� rli'1R p POR GOVERM PARKINS SHALL CE — -L,N A MINIMUM OF V-2" FROM THE x.LG ' •�'<% SROUW TO TIS LOWEST OVER MANSINS STRJGTL"r. 186'_4" 29'-0"* 29'_0" 29'-O" 351-01 I11'-6" i 18' -°31x3' -b" MEDIAN N0 INS= OUT O GROUP INC. W Leum 01 (lrlf71 m -3m Mom &L r 1 F 1 - — Ilk PARKING TABULATIONS r G :'V.'7 F, 00R 6� SlAG=S T�IQD �L.00R bb 5'AG.S ROOD f"�OOR 5 S�A�ES TOTA_ 205 5'AGr5 RS"' FLOOR 25,1•,1 50. P`. 77 SEGOVD F_OOR 22885 50. -- - -_.... _, - TMRD "l OOR 1^2.bb5 SO ' ®® ROOD F_OOR 6.5"5 50. -_ Ll PAINT COLOR CHART C ULUrL.I L ".AA iii -40r� V G� 26�31N POz`G G_ bbbA r+ c_ n PEER -EA -•,ER G_n 04"A INSIDE I OUT 0 GROUP INC. 812 LOUDEN AVENU DUNEDIN, FLORIDA 34698 (727) 734-3673 ROBERT M. WEIMER ARCHITECT #295 a APRILREVISIONS DATE 0 O: # 10-055 In U 1 Q r�— to O LuLLIm LuI— OL �C I LL vas o �LU APRILREVISIONS DATE 0 O: # 10-055 i.� y ,zU,t ±�#Ij,Ey, txj, 2 } I I' 9 � 1i s a f ! r r 7ir - II r f 4 , s �i - � �'q�If Err` ' i t ,,Ys.'' r•'i f$jtj 5L'µ - i, 4 y 9x1.. r^� { 11 'r`c `''h�• w i; I�e i� YgdIL � � i Ldtr, f 4 f� z, s },- f 1 r i I r � Y.• , i 5 i i a rs ' d d a, 76'; t''4 a 1 ti �' '• �kl}XF „j i 1 (( t. 9' C 7 �yT•9o-�+'' L TiN` 'p, ' �'•`�:�j;'Vii,'"�-.£..�",. •�k' i F iw �f , b,t _, a �rsY Y e'�it•E 1.4 j'9 3 rsrxiht,-, r, , I I 1 Et t 6 1 T, { ! A I ,0 i t ii 1 S i I Y II EXISTING- STRUCTURE 50UARE FOOT 'TABUL.ATION IST FLOOR 5OUARE FOOT AREA S.F. 2ND FLOOR SQUARE FOOT AREA lO,f355 S.F. TOTAL FXISTINC 5aUARF FOOT AREA 5cf,cf-74 S.F, I OCCUPANT LOAD • TABULATION PROPOSED STRUCTURE SOUAi:?,E FOOT TABULATION IST FLOOR SQUARE FOOT AREA I0,411 S.F. 2ND FLOOR SQUARE FOOT AREA 3,5x5 S.F. ROOF _SQUARE FOOT AREA 4,65a S.F. TOTAL NEl� SQUARE FOOT AREA 18,112 S.F. ,TOTAL PROJECT 5R0S5 FLOOR AREA 52,52i S.F. OFFIGE/ 5USI NESS AREAS 21 fi A55EM5L:Y AREAS 242 MEGHANIGAL AREAS 20 TOTAL OGGUFANTS 21� 1 OGGUF'ANTS EXISTING ROOF PLAN. EXISTING -2nd FLOOR PLAN EXIS'I"ING 1st FLOOR PLAN O�e-GUPANT LOAl2 TABULATION OFF I GE/ BUS 1 NESS AREAS 16 ASSEM5L-r AREAS 1,184 MEGHANIGAL AREAS 12 TOTAL OGGUFANTS 1,212 OGGUFANTS TOTAL FROJEGi OGGUFANi LOAD I,505 OGGUPANiS AREAS OF NEN GONSTRUGTION AREA OF NEN GONS7RUGTION 3rd FLOOR PLAN PROPOSED 1st FLOOR PLAN 5 OF NEVi. 7RUGTION INSIDE O t� 1"I'VOUP INC, 812 LOUDEN AVENUI DUNEDIN, FLORIDA 34698 (727) 734-3673 ROBERT M. WEIMER ARCHITECT #295 DRAWN• . eop NUATE 21 APRIL 2011 W rl• z < 0 z Q A V1 � 11/\J O ,Lu 1 IA t UA ,o < 4� LLI V I n/ ,, AK® OL J (LL Fri Q o�Lu • • — LK— A, �1N0 DRAWN• . eop NUATE 21 APRIL 2011 W rl• REVISIQNS DRAWN ]BY 25 . . . . . . . . . . . . . tv REHAB ji, REVISIQNS DRAWN ]BY JANE 241 APRIL �2011 - < O Lu z < < < z OL® < () LL lu O tu REVISIQNS DRAWN ]BY JANE 241 APRIL �2011 - t I, � ,�,',5, fr•„ Uzi t ' r g It , Yi Y !} i' 3 f t s �fitAl t a , ayYjyk V� 9 tl Y { z+ r , i { tf i� �, f r• 1 ai x y I, �s a t fill .: f 1 t , 2 .ktJtir � f I , I — P�i `• art i'� f. .Af r r 1 f^ J t fi n� i.. x Y p2G F I 5 S': JJ ''der '{s ,I. 'ski;•,,:,., -„ ' .yx. sy r w {; qt Y,t n ' G i F s 1F f i F t x I wk �r O 1 �.J 0 0 NEH 2 HR RATED HALL, CONTINUOUS I I NEH 2 HR RATED HALL, CONTINUOUS -\ /1 1 A Aacr�IBLE C EXIT / ENTR'y' I _IYI ' •ti` 'd• 4 `t. ••l • •It PROPOSED 3rd FLOOR PLAT !P'tri; SCALE: 1/5211 =11-011 NEW 2 HR RATED HALL, CONTINUOUS-\ NEW 2 HR RATED HALL, CONTINUOUS ! / J Q r / I n NEW STANDPIPE WITH PROTECTIVE BOLLARDS M PROPOSED 2nd FLOOR PLAN EXIT r / r r l r i r f f/ / r w• [ i I I �.n l ,Ifr - l'r• r• 4�I 4 I r��F�JF I •''1 •. V • 1 1 �! I `�1 s1 i iI / �i •1 7- 7 /K ! IIII II�AI II / arylTfvl NEW 5TANDPIPE HITH'«1 PROTECTIVE BOLLARDS PROPOSED .1st SGALE: 1/52" =I'-011 FLOOR PLAN LIFE: SAPF_T1' NOTA • NEW STRUCTURE TO HAVE FULLY AUTOMATIG EIRE SPRINKLER SYSTEM. + EIRE AND SAEET'I' GOMPL I ANT S I O NAGE LOGATED THROUO HOOT, • AUDIBLE/ VISUAL ALARMS, EMERO ENGY L I O HTS, AND EMERO ENGY EXIT LIGHTS TIED INTO EIRE ALARM SYSTEM AND ELEGTRIG O ENERATOR. • 2 HOUR FIRE SEPARATION BETNEEN EXISTING AND NEW STRUCTURES, ��r r r r r o*r■ • STAND FIFES AS LOCATED ON PLANS. • TRAVEL DISTANGE asaraNa • ALL EIRE DEPARTMENT GONNEGTI ONS SHALL BE IDENTIFIED BY SI ON IN AGGORDANGE TO E.D.O,T. STANDARDS NEN STRUCTURE AREAS OEFIGE/ BUSINESS AREAS. 100 S.E. PIER OGGUPANT h OGGUPANTS ASSEMBLY AREA`. 15 5.E. PER OGGUFANT/ 15'' PER OG GUPANT 11184 OGG UPANTS MEGHANIGAL AREAS 500 S.F. PER OGGU A, T 12 OGGUPANTS TOTAL NEN STRU(.:TURE OCCUPANT LOAD 1,212 OGGUfPANTS INSIDE OUT J GROUP INC. B12 LOUDEN AVENU DUNEDIN, FLORIDA 34698 (727) 734-3673 I 1 I� g r ,n V I 0 Ll I Js,, _. Q q t I, � ,�,',5, fr•„ Uzi t ' r g It , Yi Y !} i' 3 f t s �fitAl t a , ayYjyk V� 9 tl Y { z+ r , i { tf i� �, f r• 1 ai x y I, �s a t fill .: f 1 t , 2 .ktJtir � f I , I — P�i `• art i'� f. .Af r r 1 f^ J t fi n� i.. x Y p2G F I 5 S': JJ ''der '{s ,I. 'ski;•,,:,., -„ ' .yx. sy r w {; qt Y,t n ' G i F s 1F f i F t x I wk �r O 1 �.J 0 0 NEH 2 HR RATED HALL, CONTINUOUS I I NEH 2 HR RATED HALL, CONTINUOUS -\ /1 1 A Aacr�IBLE C EXIT / ENTR'y' I _IYI ' •ti` 'd• 4 `t. ••l • •It PROPOSED 3rd FLOOR PLAT !P'tri; SCALE: 1/5211 =11-011 NEW 2 HR RATED HALL, CONTINUOUS-\ NEW 2 HR RATED HALL, CONTINUOUS ! / J Q r / I n NEW STANDPIPE WITH PROTECTIVE BOLLARDS M PROPOSED 2nd FLOOR PLAN EXIT r / r r l r i r f f/ / r w• [ i I I �.n l ,Ifr - l'r• r• 4�I 4 I r��F�JF I •''1 •. V • 1 1 �! I `�1 s1 i iI / �i •1 7- 7 /K ! IIII II�AI II / arylTfvl NEW 5TANDPIPE HITH'«1 PROTECTIVE BOLLARDS PROPOSED .1st SGALE: 1/52" =I'-011 FLOOR PLAN LIFE: SAPF_T1' NOTA • NEW STRUCTURE TO HAVE FULLY AUTOMATIG EIRE SPRINKLER SYSTEM. + EIRE AND SAEET'I' GOMPL I ANT S I O NAGE LOGATED THROUO HOOT, • AUDIBLE/ VISUAL ALARMS, EMERO ENGY L I O HTS, AND EMERO ENGY EXIT LIGHTS TIED INTO EIRE ALARM SYSTEM AND ELEGTRIG O ENERATOR. • 2 HOUR FIRE SEPARATION BETNEEN EXISTING AND NEW STRUCTURES, ��r r r r r o*r■ • STAND FIFES AS LOCATED ON PLANS. • TRAVEL DISTANGE asaraNa • ALL EIRE DEPARTMENT GONNEGTI ONS SHALL BE IDENTIFIED BY SI ON IN AGGORDANGE TO E.D.O,T. STANDARDS NEN STRUCTURE AREAS OEFIGE/ BUSINESS AREAS. 100 S.E. PIER OGGUPANT h OGGUPANTS ASSEMBLY AREA`. 15 5.E. PER OGGUFANT/ 15'' PER OG GUPANT 11184 OGG UPANTS MEGHANIGAL AREAS 500 S.F. PER OGGU A, T 12 OGGUPANTS TOTAL NEN STRU(.:TURE OCCUPANT LOAD 1,212 OGGUfPANTS INSIDE OUT J GROUP INC. B12 LOUDEN AVENU DUNEDIN, FLORIDA 34698 (727) 734-3673 REVISIQNS I 1 I� ,n V I 0 Ll z Q q z SJ Ik� N0 Lu Lu (r� 1 V f Lu 4 7 LUN / 6i U] t - V1 O p4 � O 0 .gyp-. p REVISIQNS I 1 I� PAINT COLOR CHART C01 .0RLIFE FAINT TROTTINO GL- 2675N SOUTH ELEVATION, 5CALF-, 1/16" =11-O" 511W1 N.A.VD. � DRA-WN BY TOP or ROOF DECK 4' 2011 E— EAST ELEVATION TOP OF 2' TOPPING QL kq 50ALEt 1116" =1:-0-- SOUTH ELEVATION, 5CALF-, 1/16" =11-O" 511W1 N.A.VD. � DRA-WN BY TOP or ROOF DECK 4' 2011 E— TOP OF 2' TOPPING QL kq tu El u 96, 13'-0" N. fi SNIMINE M roP of 2' LOG LLI tu Lu M10111 (s) Li ]< OL OL -A UA < Lu :K v— 1011mo T z K C) T UA t -A cA 0 13- T T P cF TOP OFD i-1 TOP OF :2, 7750 iy Al TOP Or C-4 SLAP SOUTH ELEVATION, 5CALF-, 1/16" =11-O" NORTH ELEVATION 5GALE, 1/16" =1'-O" FOETIG CL 1(oii DEER FEATHER CLV4104-IN 511W1 N.A.VD. � DRA-WN BY TOP or ROOF DECK 4' 2011 E— TOP OF 2' TOPPING QL tu El u 96, 13'-0" N. fi SNIMINE M roP of 2' LOG LLI tu Lu M10111 (s) Li ]< OL OL -A UA < Lu :K v— 1011mo z K C) T UA t -A cA 0 NORTH ELEVATION 5GALE, 1/16" =1'-O" FOETIG CL 1(oii DEER FEATHER CLV4104-IN WEST ELEVATION SCALE: 1/16" =1'-O" 511W1 N.A.VD. � DRA-WN BY TOP or ROOF DECK 4' 2011 E— TOP OF 2' TOPPING QL tu El u 96, 13'-0" N. SNIMINE M roP of 2' LOG LLI tu Lu M10111 (s) Li ]< OL OL -A UA < Lu :K v— 1011mo z K C) T UA t -A cA 0 13- i-1 TOP OF :2, 7750 iy TOP Or C-4 SLAP WEST ELEVATION SCALE: 1/16" =1'-O" ZEle P- ill C A ;& GT r TOP OF , uitii TOP Or= 50UNpROOM t r IN .. ...... feiii L-A" EL, 25-6" RAM 'D, � yo -p -(5-F tt EL. l5' -0'N:6 .P.ik 6VD s 511W1 N.A.VD. � DRA-WN BY TOP or ROOF DECK 4' 2011 QL tu z 96, 13'-0" N. SNIMINE M LLI tu Lu M10111 (s) Li ]< OL OL -A UA < Lu :K v— 1011mo ZEle P- ill C A ;& GT r TOP OF , uitii TOP Or= 50UNpROOM t r IN .. ...... feiii L-A" EL, 25-6" RAM 'D, � yo -p -(5-F tt EL. l5' -0'N:6 .P.ik 6VD s INSIDE OUT 0 GROUP INC. 812 LOUDEN AVENUf DUNEDIN, FLORIDA 34698 (727) 734-3673 511W1 N.A.VD. � DRA-WN BY TOP or ROOF DECK 4' 2011 QL tu z 96, 13'-0" N. M LLI tu Lu INSIDE OUT 0 GROUP INC. 812 LOUDEN AVENUf DUNEDIN, FLORIDA 34698 (727) 734-3673 I DRA-WN BY �D 2011 tu z LLI tu Lu (s) Li ]< OL OL -A UA < Lu :K v— z K C) T UA t -A cA 0 DRA-WN BY DATE 01 Fobruary 2011 INSIDE OUT 0 GROUP INC. 812 LOUDEN AVENUf DUNEDIN, FLORIDA 34698 (727) 734-3673 DRAWN BY r'� .. *PATE 01 February 2011 Mm Mir•�-v di, vz� REN If If Lu (s) <rO :<OL OL uj DRAWN BY r'� .. *PATE 01 February 2011 Mm Mir•�-v 4 EL: 52'-0" KAYD. TOP OF ELEVATOR TONER O EL: 45'-0" KAMD, TOP OF STAIR TONER w EL: 56-011 N.A.V.D. 'I --'TOP OF ROOF PARKING EL: 26'-0" KAY.D. TOP OF 5rd FLOOF r� EL: 16'-0" N.AY."Z, I' TOP OF 2nd FL R EL: =Lt 12'-0" N.A.VD B.F.E. O EL: &'-0" NAVD. GRADE OPEN CEMENT PLASTER — CONTROL JOINT TYP, EL: �;4'-V' RAYD, OL TOP OF ROOF \-F \\v1 CEMENT FLA5TER FIN15H SMOOTH TYP. M .... .. ELI 54'-6)" KAMD, Ilk --77' Top OF ROOF M,� TOP OF 3rd -M� .// / � ,// / '� / / \tip \\ .\. / %f /r �� � � % FLOOR RZ/ -7— EL: W -O" NORTH ELEVATION 5CIA4r:: 1/2,11 =11-a1 FIR5T FLOOR O EL. 0 1. N ----J �5E(�OND FLOOR 64 SPACE5 TOP �iTl�7A�T. U? 5FAOF5 ROOF FLOOR 15 5PACE5 TOTAL 205 SPACES El-, 32'-O"'ll �IMAIR TGP T%� TC?kiM 4 EL: 52'-0" KAYD. TOP OF ELEVATOR TONER O EL: 45'-0" KAMD, TOP OF STAIR TONER w EL: 56-011 N.A.V.D. 'I --'TOP OF ROOF PARKING EL: 26'-0" KAY.D. TOP OF 5rd FLOOF r� EL: 16'-0" N.AY."Z, I' TOP OF 2nd FL R EL: =Lt 12'-0" N.A.VD B.F.E. O EL: &'-0" NAVD. GRADE OPEN CEMENT PLASTER — CONTROL JOINT TYP, EL: �;4'-V' RAYD, OL TOP OF ROOF \-F \\v1 CEMENT FLA5TER FIN15H SMOOTH TYP. M .... .. ELI 54'-6)" KAMD, Ilk --77' Top OF ROOF M,� TOP OF 3rd -M� .// / � ,// / '� / / \tip \\ .\. / %f /r �� � � % FLOOR RZ/ -7— EL: W -O" NORTH ELEVATION 5CIA4r:: 1/2,11 =11-a1 EL, 40'-4- N.A.VJ?. TOP OF 57AIR ToOkliER T. OP l"FATF LEVEL 777, TGP OP 21 i'�Tll AV 0 �:.IATE LEVEE 7- 7%7 M'r-Wl LEVEL T ATE 1. 7 . . . . . . . . . . SOUTH ELEVATION SOALF: 1/16" =V-0" -A EL: 52"o' N -A -VD - TOP OF E-EYATQR TOWER N.A.vip. TOP CX= 57AIR TOPIER EL. :16'-0' NAND. ,F-rop or —Woor X11 EL • • P 0 /* TOOP RO PARKING & Top or 5,-d M -00K EL. W-O°N.A.VD. > TOP OF :2nd MOOR -AVC Tof� F 2n PLOOR EL. ix -,o, KA.vz). firr. NAV. O, EL, 4'-6" NAVD. V T Otl^p EAST ELEVATION SCALE: 1/16" =1'-o11 : -1 - ATE L ` 7- - - 7 -�>;", V. I I I I L -F 4.-L L- y F- 7 -7p 57 . �; , , - V/ - -7 -0" N.AYD, r ORAPIT I PARKING TABULIJIONS FIR5T FLOOR EL. 0 1. N ----J �5E(�OND FLOOR 64 SPACE5 TOP �iTl�7A�T. U? 5FAOF5 ROOF FLOOR 15 5PACE5 TOTAL 205 SPACES El-, 32'-O"'ll �IMAIR TGP T%� TC?kiM FIRST FLOOR 25,141 5a. FT. Top or ",VtF SECONI�) FLOOR TOP OF ROO� THIRD FLOOR 2Z5,5!� 50. FT. N: ir T�o ROOF FLOOR 61,5-75 50. FT, P TOP Or RCGP NAV.P %T%lF--l'NTEM'W3lATf LEVEL TOP or, !kd Mooft'f 0, O TOP OF :Zd rLOOJR. EL. 4`6" EL. 26'-0' NAVD. 1L. 7- .. . . . TOP Of- 5rd FLOOR T' TWCI� I'NTMQAR�ZZIATIE LEVEL 41, .. 4 TOP OF 2nd FLOOR NA.VD, T%�IMNA.Vxl. NTEFQ,�IATE LEVEL -O'KA.VD. &RAPE GRADE IF J.- x WEST ELEVATION 5,--ALr=: 1/160 -V-0-1 EL, 40'-4- N.A.VJ?. TOP OF 57AIR ToOkliER T. OP l"FATF LEVEL 777, TGP OP 21 i'�Tll AV 0 �:.IATE LEVEE 7- 7%7 M'r-Wl LEVEL T ATE 1. 7 . . . . . . . . . . SOUTH ELEVATION SOALF: 1/16" =V-0" -A EL: 52"o' N -A -VD - TOP OF E-EYATQR TOWER N.A.vip. TOP CX= 57AIR TOPIER EL. :16'-0' NAND. ,F-rop or —Woor X11 EL • • P 0 /* TOOP RO PARKING & Top or 5,-d M -00K EL. W-O°N.A.VD. > TOP OF :2nd MOOR -AVC Tof� F 2n PLOOR EL. ix -,o, KA.vz). firr. NAV. O, EL, 4'-6" NAVD. V T Otl^p EAST ELEVATION SCALE: 1/16" =1'-o11 : -1 - ATE L ` 7- - - 7 -�>;", V. I I I I L -F 4.-L L- y F- 7 -7p 57 . �; , , - V/ - -7 -0" N.AYD, r ORAPIT I PARKING TABULIJIONS FOF-TIG C.,L 1666A I PEER FEATHER GLH 104 -IN j FIR5T FLOOR �5E(�OND FLOOR 64 SPACE5 TH11RD FLOOR U? 5FAOF5 ROOF FLOOR 15 5PACE5 TOTAL 205 SPACES El-, 32'-O"'ll TGP FIRST FLOOR 25,141 5a. FT. Top or ",VtF SECONI�) FLOOR 50. FT. THIRD FLOOR 2Z5,5!� 50. FT. N: T�o ROOF FLOOR 61,5-75 50. FT, TOP or, !kd Mooft'f O TOP OF :Zd rLOOJR. EL. 4`6" FOF-TIG C.,L 1666A I PEER FEATHER GLH 104 -IN j OWNER/CONTACT FL OOD ZONE INFORMA TION COMMUNITY PANEL No.: FL OOD ZONE.• REVISED MAP DATE: 12103CO102G AE 12 SEPTEMBER 3, 2003 TOWNSHIP 29 S RANGE 15 E IN M; w l: 29 T5m00000m130m0700 4' 08m29=15jm43380mw003m0070 om m Om 08AW 1L 29 l5m4338 003MO61'6V CITY OF LEGAL DESCRIPTION LEGAL DESCRIPTION From the Southwesterly corner of Tract A of Unit 2, Island Estates of Clearwater (Plat Book 47, pages 19A and 20, Public Records of Pinellas County, Florida) , run N-492341" W, along the Northerly ri ht -of -way line of Clearwater Causeway, 575.00 feet for a Point Meginning; thence continue N 49 °23'41 " W, along same line, 482.00 feet; thence run S 40°36'19" W, 147.50 feet along the outer face of a seawall; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90'00'00"- y thence S 49234 1 " E, 362.00 feet along said face • thence 94.26 feet along a curve to the left, along said face, RaYliu 60.00 feet, internal angle 90'00'00",- thence N 40'36'19" E, 147.50 feet to the Point of Beginning. TOGETHER WITH Lots 5, 6, 7 and 8, and the West 50 feet of Lots 1 and 4, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER, according to the Plat thereof as recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. OWNER INFORMATION: } C1.2 CLEARWATER MARINEAQUARIUM, INC. 2. 249 WINDWARD PASSAGE ALLOWED CLEARWATER, FLORIDA 33767 C 727-441-1790 C DESIGN PROFESSIONAL S CG CIVIL ENGINEER/PLANNER: GEOTECHNICAL ENGINEER: CG NORTHSIDE ENGINEERING SERVICES MARINEAQUARIUM 300 SOUTH BELCHER ROAD MARINEAQUARIUM CLEARWATER, FLORIDA 33765 197,167 S.F. 727-443-2869 N/A LANDSCAPE DESIGNER: TRAFFIC ENGINEER: 4.53 AC• BUTLER DESIGN GROUP, INC. GULF COAST CONSULTING, INC. C6.4 GOLDEN RAIN NURSERY, INC. ROBERT PERGOLIZZI, AICP, PTP 546.3 FT. 4203 46THAVENUE NORTH 13825 ICOT BOULEVARD, SUITE 605 N/A ST. PETERSBURG, FLORIDA 33714 CLEARWATER, FLORIDA 33760 29,139 S.F. 727-5214684 727-524-1818 L1.3 SURVEYOR: ARCHITECT: 0 14.7/0 ELAND SURVEYING, INC. INSIDE OUT GROUP, INC. NIA60,162 EDWARD ELLIOTT G. JASON MEDEIROS 39,974 S.F. 300A SOUTH BEL CHER ROAD 812 L O UDEN A VENUE 0.55 MAX CLEARWATER, FLORIDA 33765 DUNEDIN, FLORIDA 34698 0.20 727-474-3751 727-734-3673 FL OOD ZONE INFORMA TION COMMUNITY PANEL No.: FL OOD ZONE.• REVISED MAP DATE: 12103CO102G AE 12 SEPTEMBER 3, 2003 TOWNSHIP 29 S RANGE 15 E IN M; w l: 29 T5m00000m130m0700 4' 08m29=15jm43380mw003m0070 om m Om 08AW 1L 29 l5m4338 003MO61'6V CITY OF LEGAL DESCRIPTION LEGAL DESCRIPTION From the Southwesterly corner of Tract A of Unit 2, Island Estates of Clearwater (Plat Book 47, pages 19A and 20, Public Records of Pinellas County, Florida) , run N-492341" W, along the Northerly ri ht -of -way line of Clearwater Causeway, 575.00 feet for a Point Meginning; thence continue N 49 °23'41 " W, along same line, 482.00 feet; thence run S 40°36'19" W, 147.50 feet along the outer face of a seawall; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90'00'00"- y thence S 49234 1 " E, 362.00 feet along said face • thence 94.26 feet along a curve to the left, along said face, RaYliu 60.00 feet, internal angle 90'00'00",- thence N 40'36'19" E, 147.50 feet to the Point of Beginning. TOGETHER WITH Lots 5, 6, 7 and 8, and the West 50 feet of Lots 1 and 4, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER, according to the Plat thereof as recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. SITE PLAN APPROVED C ASE TYPE DRC DKE CDB DmE SIGNPATURE DIVE 'G8r, I r_v 2, C1.1 SITEDATA } C1.2 ... . . EXISTING DEMOLITION SITE PLAN ALLOWED ZONING: C C C FUTURE LAND USE CG CG CG USAGE.- MARINEAQUARIUM MARINEAQUARIUM MARINEAQUARIUM LOT AREA: 197,167 S.F. 197,167 S.F. N/A CIVIL SITE DETAILS 4.53 AC• 4.53 AC. C6.4 LOT WIDTH., 546.3 FT. 546.3 FT N/A BUILDING COVERAGE., 29,139 S.F. 23,143 S.F. (GARAGL� L1.3 (S.F. & % OF GROSS SITE) 0 14.7/0 37, 019 S.F. AQUARI UU S.F. 30.5% TOTA ZT NIA60,162 GROSS FL OOR AREA (S.F.) : = 39,974 S.F. 52,323 S.F. 0.55 MAX F.A.R.: 0.20 0.27 FRONT (NORTH 30.6' 15' PA VEMENT 15' GARAGE N/A 10' PA VEMENT BLDG. SIDE (NORTH) : '-- 30.6'AQUAR/UM N/A SETBACKS: SIDE ( WEST) --- 10' GARAGE N/A SIDE (EAST) --- 10'PAVEMENT N/A FRONT:( (WEST) ( WATER FRON7) 21.54' D' PAVERS 18 BUFFER WALL N/A FRONT: (SOUTH) 155.09' 0' PAVERS 12'AQUARIUM N/A (WATER FRONT) 2VB UFFER WALL FRONT : (EAST) ( WATER FRON7) 127.84' 0' PAVERS 18 AQUARIUM N/A AQUARIUM: BLDG. HEIGHT.' 22'--8" TO BFE - STAIR TOWER 20'--8" (AQUARIUM POOL SHADE STRUCTURE: N/A 50' TO GRADE GARAGE.• 22'--6" TO BFE ( ROOF DECK) 31'--6" TO BFE ( STAIR TOWER) 38'--6" TO BFE (ELEVATOR TOWER) VEHICULAR USE AREA (VUA) 84,575 S.F. 50,658 S.F. --- IMPERVIOUS SURFACE RATIO: 128,389 S.F. 168,084 S.F. (/. S. R.) 0.65 0.852 0.90 MAX OPEN SPA CE: 68,778 S.F. 29,083 S.F. (S.F. & % OF GROSS SITE) 34.9% 14.8% 0.10 MIN PARKING LOT INTERIOR LANDSCAPE.' 9,145 S.F. 7,262 S.F. (S. F. & % OF V. U.A.) 10.8% 14.3% 10% OF V.U.A. 118 SPACES - SURFACE LOT PARKING: 105 SPACES 205 SPACES - GARAGE 311 323 SPACES TOTAL PARKING CAL CULA TIONS.' MUSEUM: (1.32 / 1, 000 SF) 52.323 x 1.32 = 69.06 SPACES LIVE THEATER: ( 0.33 / SEAT) 660 x 0.33 = 217.80 SPACES BOAT SLIPS: (1/2 / SLIP) 48 x 0.5 = 24 SPACES 311 SPACES REQD. SITE PLAN APPROVED C ASE TYPE DRC DKE CDB DmE SIGNPATURE DIVE 'G8r, I r_v 2, C1.1 CIVIL SITE DATA } C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN x%:3.1 STAKING SITE PLAN C3.2 PARKING GARAGE LAYOUT PLAN ' 03.3 STAKING WITH UPPER LEVEL 4.1 GRADING & DRAINAGE SITE PLAN C5.1 UTILITIES SITE PLAN C6.1 CIVIL SITE DETAILS C:6.2 CIVIL SITE DETAILS C6.3 CIVIL SITE DETAILS C6.4 CIVIL SITE DETAILS C6.5 CIVIL SITE DETAILS L1.1 LANDSCAPE SITE PLAN L1.2 LANDSCAPE SITE PLAN L1.3 LANDSCAPE TABLE & INSTALL NOTES L1.4 LANDSCAPE NOTES & DETAILS &'T%#■ .n . • _ r -.. -, FL 2011-0 2 , . �A 'Clearwater"Marine Aq Zoning, Commercial," F% 1 J1. r %.-I �+ .96 LO h y 4.• �F ��f,,t 1 Z 1 Cm r Lu RAID Q` 'ADL RPh; D r- P. #4,7431 kCOP16�PF AHESEdPLANS ARE, NOT AUQ'UNLESS ; "','e£MBOSSD WYITH THc 8/NEI �iYfiIA+EE 'S'SEAL MCI Northside • 1 1 Northside IR 14. GENERAL CONSTRUCTION NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM N.A. V.D. 1988. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770 MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. Z ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION AND THE CONTRACTOR SHALL PAY ANY FINE IMPOSED BY ANY AGENCY. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED, ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE, 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 10090 MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 12. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD, 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE, 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE, 20. EXISTING PAVEMENT SHALL BE SAW -CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES, ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR, ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26, DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 28. SAFE PEDESTRIAN TRAFFIC TO BE MAINTAINED AT ALL TIMES. 29. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS TO BE RECONSTRUCTED WITHIN THREE DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED IT IS TO BE REMOVED TO THE NEAREST JOINT. THIS APPLIES TO ALL SIDEWALK. 30. SAW CUT EXISTING EDGE OF PAVEMENT PRIOR TO PLACING ASPHALT. 31. CONSTRUCTION EQUIPMENT IS NOT ALLOWED ON SITE UNTIL THE HABITAT MANAGEMENT AND LANDSCAPE PERMIT IS IN HAND. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING THE ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. J. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED INTO THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED IN ACCORDANCE WITH THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTIES, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. EROSION AND SIL TA TION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. J. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILIZEO STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. MAINTENANCE. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. 7. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 4OD-4 & 4OD-40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE, 8. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 9. DURING CONSTRUCTION SEDIMENT 1S TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. WATER SYSTEM SPECIFICATIONS AND NOTES 1. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION ON ANY PART OF THE WATER SYSTEM UNLESS D.E.P. PERMIT HAS BEEN ISSUED. 2. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. J. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL AND STATE REGULATORY STANDARDS AND SPECIFICATIONS. 4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS S:E.-""LED IN ACCORDANCE WITH ANSI A 21.4 (AWWA C 104-71). 5. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CE:41E.NT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 6. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 7. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. 8. ALL FITTINGS 2" AND SMALLER SHALL BE SDR21. 9. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE RItETING THE REQUIREMENTS OF AWWA C509. 10. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL. 11. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 12. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS. 13. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 14. THE IRRIGATION SYSTEM SHALL HAVE PURPLE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEM INSPECTION, TESTING AND CERTIFICATION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, CONNECTIONS, VALVES AND FIRE HYDRANTS SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY NORTHSIDE ENGINEERING AND COUNTY/CITY INSPECTOR. CONTRACTOR TO NOTIFY NORTHSIDE ENGINEERING SERVICES AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING INSPECTIONS 2. AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL & STATE JURISDICTION'S WATER SYSTEM STANDARDS, SPECIFICATIONS AND CHLORINATION REQUIREMENTS. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH F.D.E.P. REQUIREMENTS AND RESULTS FORWARDED TO NORTHSIDE ENGINEERING SERVICES WITHIN 3 DAYS 3, CONTRACTOR SHALL PROVIDE AND FORWARD TO NORTHSIDE ENGINEERING 6 COPIES OF THE CERTIFIED RECORD DRAWINGS PREPARED, SIGNED AND SEALED BY A LAND SURVEYOR. DRAWINGS SHALL SHOW THE EXACT LOCATION OF THE ENTIRE WATER AND FIRE NETWORK SYSTEM WITH THE TDP ELEVATION OF THE PIPES INDICATED IN CREDICAL LOCATIONS. CREDICAL LOCATIONS REFER TO AREAS WHERE WATER LINES CROSS SANITARY AND STORM PIPES, TO INSURE MIN. COVER, HORIZONTAL AND VERTICAL DIMENSIONS ARE MET. CREDICAL ELEVATIONS AND DIMENSIONS MUST MEET OR EXCEED MINIMUM CLEARANCE STANDARDS AS SET BY F.D.E.P., DEVIATION SHALL CONSTITUTE REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 4. NORTHSIDE ENGINEERING WILL SUBMIT FINAL AS -BUILT, CHLORINATION TEST RESULTS ALONG WITH THE CERTIFICATION FORM TO F.D.E.P. TO OBTAIN CLEARANCE TO PLACE WATER SYSTEM INTO SERVICE. 5, CONTRACTOR UNDER NO CIRCUMSTANCES SHALL PLACE THE WATER/FIRE SYSTEM INTO SERVICE UNLESS A LETTER OF CLEARANCE/CERTIFICATION HAS BEEN ISSUED BY F.D.E.P, 6. ANY DEVIATION FROM THE REQUIREMENTS AS STIPULATED HEREWITH COULD RESULT IN FINES AS DETERMINED BY F.D.E.P. WHICH SHALL BE PAID BY THE CONTRACTOR. AATER/SEWER CLEARANCE REQUIREMENTS 62-555,314 LOCATION OF PUBLIC WATER SYSTEM MAINS FOR THE PURPOSE OF THIS SECTION, THE PHASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER, FIRE HYDRANT LEADS, AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART 111 OF CHAPTER 62-610,F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPING CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEE WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER? MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTIING OR PROPOSED GRAVITY -OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPING CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART /Il OF CHAPTER 62-610, F.A.C. YHE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN I5 LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND OATEN MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THIE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64EI-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATEN MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY -OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES,, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID ,SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, C ) AT THE UTILITY CROSSING DESCRIBED IN PARAGRAPHS A AND B ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOWTHE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE, ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SiO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. (B) EFFECTIVE AUGUST 28, 2003, WATER MAINIS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE, WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E„ WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTIING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY' SENSIBLE, THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES), BUT SUPPLIES OF WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMW£NT IN ACCORDANCE WITH PART V OF THIS CHAPTER U OV THE PRELIMINARY DESIC,N REPORT OR DRAWINGS SPECIFICATIONS AND DESIGN AND MUST PROVIDE IN H DATA ACCOMPANYING THEIR PERMIT APPLICATIOW THE FOLLOWING INFORMATION: (1) TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. (2) A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. (3) ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB - SUBPARAGRAPHS A. THROUGH D. BELOW. (A) EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACiCOMMODATE DIFFERENTIAL SETTING BETWEEN THE MAIN AND THE MANHOLE. B WITHIN EACH CONFLICT MANHOLE, THE WAITER MAIN PASSING THROUGH THE MANHOLE SHALL BE STALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25 -INCH -THICK DUCTILE IRON PIPE). (C) EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. (D) GRATINGS SHALL BE INSTALLED AT ALL STORM! SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C., AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER AT LEAST SIX FEET AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAINOR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 52-610, F.A.C. AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND) DISPOSAL SYSTEM" AS DfFIN£D IN SECTION 381.0065(2), F.S. AND RULE 64E-6.002, F.A.C. (5) EXCEPTIONS, WHERE IT IS NOT TECHNICALLY )FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THE REQUIREMENTS IN SUBSECTION (1) OR (2) ABOVE,', THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THESE REQUIREMENTS IF SUPPLIES OF WATER OR CONSTRUCTION PERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH EXCEPTION AND PROVIDE" ALTERNATIVE CONSTRUCTION FEATURES THAT AFFORD A SIMILAR LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES, INCLUDING THE FOLLOWING. 11 (A) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THEREQUIRED REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE. (1) USE OF PRESSURE -RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCIATION STANDARDS INCORPORATED INTO RULE 62-555.330, F.A.C., FOR THE OTHER PIPELINE IF IT IS A GRAVITY OR, VACUUM TYPE PIPELINE. (2) USE OF WELDED, FUSED, OR OTHERWISE RES)TRAINEO JOINTS FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE. (3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER THE WWATER MAIN OR THE OTHER PIPELINE. (B) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND IS BEING LAID LESS THAN THE REQUIRED MINIMUM VERTICAL DISTANCE FROM THE OTHER PIPELINE. EQUALS TO THAT£OF 0.25 INCH � HICK DUCTILE)lR�N IMPACT OR CONCRETE' HAVING NCA EMENT IMPACT ATALEASTRENGTH T FUR INCHES HICK FOR THE WATER MAIN, AND ) (2) USE OF PIPE, OR CASING PIPE, HAVING HIGH' IMPACT STRENGTH I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25 -INCH -THICK DUCTILE IRON PIPE) OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE OTHER PIPELINE IF IT IS NEW AND IS CONVEYING WASTEWATER OR RECLAIMED WATER. GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.EEE. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THIESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESFING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM TIHE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED IWITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHElTING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS )REQUIRED. J. ALL STORM SEWER PIPE SHALL BE REINFORICED CONCRETE CLASS 111 (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. HAVE_ FABRIC WRAPS PER F.D.O.T. INDEX 260 4. PVC STORM PIPE, 12" AND SMALLER SHALL. CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COIVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR HS -20 LOADINGS. 6. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 7. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AINO SMOOTH FINISH. 8. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 9. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENIGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. STORM WATER AND DRAINAGE SYSTEM CRITERIA 1. RETENTION PONDS MUST BE ROUGH GRADED EARLY ON IN PHASE CONSTRUCTION WITH STORM PIPES DIRECTED TO IT. 2. PROPOSED BERMS MUST BE PROPERLY CONSTRUCTED AND COMPACTED TO PROPERLY RETAIN STORM WATER IMPACTS. J. CONTROL STRUCTURE(S) MUST BE CONSTRUCTED WITH THEIR GREASE SKIMMER IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS WHEN RETENTION POND IS ROUGH GRADED. CONTRACTOR SHALL NOT CONSTRUCT UND£RDRAIN AT THIS STAGE - PLUG UNDERDRAIN OPENING TEMPORARILY UNTIL FINAL PHASE. 4. ALL STORM STRUCTURES AND STORM PIPES MUST MEET SPECIFICATIONS AND CONSTRUCTION AS DETERMINED BY F. D. D. T. AND THE CITY OF CLEARWATER. REFER TO DETAILS AND INDEXES SPECIFIED ON THESE PLANS PA VING NOTES I. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. J. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS. " 6. THE CONSTRUCTION OF ASPHALT PAVEMENT WITHIN THE PROPERTY MUST MEET THE FOLLOWING CRITERIA: A. HEAVY DUTY.• - 2" ASPHALT TYPE PC -1 ON 8" BASE COMPACTED TO 98% OF MAX. DENSITY PER AASHTO T-180. SUBBASE TO BE COMPACTED TO 989 MAX. DENSITY AND STABILIZED TO LBR 40. B. LIGHT DUTY: - 1/" ASPHALT TYPE PC -3 ON 6" BASE COMPACTED TO 98% OF MAX. DENSITY PER AASHTO T-180. SUBBASE TO BE COMPACTED TO 989 MAX. DENSITY AND STABILIZED TO LBR 40. C. RESURFACE EXISTING ASPHALT "TO REMAIN" WITH .1 " ASPHALT TYPE PC -3. D. BASE LAYERS SHALL BE AS FOLLOWING. - CERTIFIED CRUSHED CONCRETE PER FOOT SPECS. - CERTIFIED LIMEROCK AS PER FDOT SPECS. - CERTIFIED SHELL AS PER FDOT SPECS. 7. CONSTRUCTION OF CONCRETE PAVEMENT MUST MEET THE FOLLOWING CRITERIA: A. VEHICULAR USE AREA: - 6" THICK, 3000 PSI CONCRETE WITH 6X6X10 W.W.M. OVER COMPACTED GROUND TO 98,`x' OF MAX, DENSITY. B. SIDEWALK - 4" THICK, 3000 PSI CONCRETE OVER COMPACTED GROUND TO 959 OF MAX. DENSITY. RIGHT OF WA Y NOTES 1. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. 2. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN STANDARDS" INDEXES 600 THROUGH 670 (LATEST EDITIONS). 4. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. 5. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(1009). 6. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 7, ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF F.D.O.T, SHALL BE REPAIRED AT CONTRACTOR EXPENSE. 6. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 9. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK, ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 10. SAW CUT EXISTING EDGE -OF -PAVEMENT PRIOR TO CONSTRUCTION. 11. PROVIDE A MINIMUM OF 3' COVER OVER UTILITIES AT ALL DITCH CROSSINGS. 12. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 13. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 515. 14. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDEX 1104. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON -CRACKED, NDN -RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDINGS) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THATAREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY SANITARY SEWER STORM SEWER NATURAL AND LP GAS LINES ELECTRICAL POWER RECLAIMED WATER SUPPLY IRRIGATION LINES T. V. CABLES FIBER OPTIC CABLES TELEPHONE CABLES FIRE ALARM SYSTEM CABLES SECURITY WIRING CONTROL WIRING SITE UNDERGROUND MECHANICAL SYSTEMS INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. TRENCH EXCA VA TION SAFETY REQUIREMENTS 1. INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. 2. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LA W. 3.A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. 4. A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 6. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS, & LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. 2. TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRACADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION AS PROVIDED BY CHAPTER 166 OF THE PINELLAS COUNTY LAND DEVELOPMENT CODE. J. PROVIDE A SUITABLE ON-SITE WASH DOWN & CREATE A DISPOSAL AREA. DISPOSAL OF OF CONCRETE SLURRY DIRECTLY OF INDIRECTLY INTO PUBLIC DRAINAGE SYSTEMS IS A VIOLATION OF THE ILLICIT DISCHARGE "PROVISION OF THE PINELLAS COUNTY LAND DEVELOPMENT CODE." SEC. 58-239 OF THE PINELLAS COUNTY AUTHORIZES PENALTY OF UP TO $10,000.00 FOR EACH OFFENSE. FILTER MEDIUM SPECIFICATIONS FINE FILTER AGGREGATE FOR STORMWATER FILTRATION SYSTEMS AS REQUIRED BY SWFWMD SHALL BE WASHED MATERIAL, I.E., CLEAN CREEK GRAVEL, AND SILCA SAND, OR MIXTURES THEREOF WITH LESS THAN 1 PERCENT SILT, CLAY, AND ORGANIC MATTER. 1. THE FILTRATION MEDIA MUST HAVE A UNIFORMITY COEFFICENT BETWEEN 1.5 AND 2.0, AND AN EFFECTIVE GRAIN SIZE OF 0.40 TO 0.55 MILIMETERS. 2. THE VERTICAL PERMEABILITY RATE (K) SHALL BE AT LEAST 130 FEET PER DAY WHEN COMPACTED TO 98 PERCENT OF MAXIMUM DENSITY BY AASHTO T-180. tt0) 4)00 o 0 " 00 th C v- tp ' IIIwV. a��.0) w,' cz ` t " LC b • (o -it 1 00 � N O VM� �t.3 O v � w " -:4= , 4) a ca IS Iiiii • O O 0 0 M • I I MPL , I Z,� ,, t w O t� C 1.0 uC limJ O C . 4) ,t -R) .p O (n j *0j m m O . i` •� C Q) O C 0 0 .140 ,C Q 11 .c� ro'o a LL��c ami m0)(0U J 4 E w O O O V4(nC3 ti :., ccs • lc ,) AvIv, c *,_5 s I I Al40 �' RAW G(�E1, . P . D„ " I . s; , , . ,E, ; x_ ' .,, �'� 4. COPIES F4:TMESf rPhm$A ARE N0; VA'LP rN £SS EMBOSSED WITH THE S/L�N1NC t,�( 11� T� '�EAL k �cjI Project # 1031 lssue'� [df':, �ate: 05/05/11 Revisions: It I k IF REMOVE EX. ASPHALT & BASE DEMOLITION OF THE SITE_ INCLUDES THE REMO VALIREL OCA TION OF F2 REMOVE EX, CONC. WALKIPAD ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND Fj REMOVE EX, CONC. PARKING BASE, UFILIrY LINES (SANITARY SEWER, STORM PIPES, WATER El REMOVE EX. CONC. PAVERS LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND FREMOVE EX. WALL TELEPHONE CABLES, CAS LINES, 5 TREES, SHRUBS, ETC.) AND IS F6 REMOVE EX. POOL NOT LIMITED TO WHAT'S SHOWN, F7 REMOVE EX. SEAWALL (NOT USED) F8 REMOVE EX WATER METER & BFP, HOSE BIBS ELEC., DOCK RELATED HARDWARE (RETURN WATER & BFP TO CITY FOR CREDIT) F9 REMOVE EX. POWER LINE, POWER POLF, TRANSFORMER, GENERATOR (COORDINATE WITH PROGRESS ENERGY) F0 REMO VE EX. CONC. BOAT RAMPIBOLLARD 11-11 REMO VE EX. STORM STRUCTUREIPIPE F12 REMO VE EX CURB F/J] REMO VE EX. TREE F14 REMO VE EX, GAS VALKE 1qA S PIPES (COORDINATE WITH CLLAHWAI�H GAS CO.) [7,5] REMOVE EX. GUY WIRES AND ANCHORS F16 REMOVE EX CHAIN LINK FENCE 17 ALL CAVITY & EXCAVATION RESULFING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95Z OF MAX DENSIT)� 18. OFF-SlrE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTK 2"X4" OR 2.5"DIAM. WOOD; 1.JJLBS.IFT. IWIN. STEEL 6' MAX FIL TER FABRIC IN CONFORMANCE WITH �K SEC. 985 F.D.O.T. 15" 4a X 'S. OR EQUAL to >e" 3) K, EXIST, MIN. K "'X GROUND �),_��xx K IIII 1 1111 pir fr f pf g '�f 8 x -x� 120) 20' PRINCIPAL POST OPTIONAL POSITION, CANTED POST < 20* TOWARD FLOW POSITION L) Ld FIL TER FABRIC > SIL r FLOW EXIST GROUND .SILT BARRIER DETAIL N.T.S. NOTE: 511T FENCE SHALL NOT BE TRENCHED IN WHERE AD,IACENT TO rREES DESIGNATED TO REMAIN THE SILT FENCE MUST BE SECURED T14ROUGH THE PLA CEMEN T OF FIL L 0 VER THE L 0 WER L IP OF THE THE LOWER LIP OF THE BARRICADE, 3.72 Z� 4.36 191 1_� o", 4.55 2 P, PIP 3.9 7 NO TE: '-pi �,g 5.12 5.26 4 FNOTI 45.12 SIL T SILT FENCES AND EROSION CONTROL MEASURES MUST BE IN PLACE PRI07R G A To 6 0.93439' a, Z4.77 R TO CONSTRUCTION AND BE MAINTAINED THROUGH THE PROJECT. P prm !k P o14 im gg, IN g, mg 4.12 k! ffffOPOSED SILT FENCE CL 4.89 ";v "s 9 U'% A- 840010i�3n_Z P 'M _e 12 4. 2YZ 4. ®R a < 1 .93 2 v" 4.95 8 r N151"i, In L 1, 0 C, I( . . . . . . . . . . . . Ld 4 mg 40, 5.02 No 4. &3 �OW 0-6 - 1 N 'g"g- R '5.03 -F -EX. 8" PVC RECLAIMED �WATER "N m EX. 8" PVC RLCLAIMED WATER "M S ^rg� om g �31 rn n m RAIDIUS=190.00 I'll. tm, �a 2 Del ta=.39'1 524" gi� w am am on 2mm am mm am wo No am AM am ma ma am 9" wa gm mm am 1010 LCAWYL _wl� an mm mu am MAI L AR(C= 130.18' wm im '4 R AD I U S 19 0. 0 0 �1�, 3 �R _,,fi �6 CH(ORD= 127.65' DeIta=24*56'46" (p) w ARC=82.73- (P) BEARING,' S69001'23"E _w pq 3;� i`,="�, CHORD=82.07' (P) BEARING=S 61*5204" E (P) 2 Z�0 zg', " 1-01 SANITARY MANHOLE NO R TOP ELEV. 4.871 g m �g �a WINDWARaPASSAGE tK 011 (Zlul < 0- CL U < < < V) < < IN, 50' LOT 4, f,�'L.00K C < < �5 0 a' I -)'2 1 E > Ld < UP/ ui U- falu KIM r -EX. 6i" WATER GUYS 2 2 < -EX. 6" WATER- PROPOSED _j 'Z' < SIL T FENCE I;N, �,t ow --- --- _PW z 22" 1, CONC CURB-, < < T_ 0, 4 0 < ham Sam uvow-wh" 20 --TrUIT 1 13" IV R yvM r U 'f 9 '/�20" TRIPLE `71, w- v nm 14 UP/ L -14" (D - R D i U 9 0, 0, n"Im -P 19. 8 9 F, 4"/5"/5"--* P S 4 9'2 3'41 E tK -A < C0 I-) t I�j =- 14 -1 " ' ' " 'F" we F __' (P 112"Rz, I.qgj A R C 4 7. 4:7, 1 ;z *5" 12" ir + 4 7. P WATER-- 4k EX. f) _*1 0 A 4" 20" 12 7" k_;P > (_0 M4 _3 LOT I 10" LIP LOT TWIN 1.2' m _n� < 0 BL 0 CK C TWIN > *5" 1@01RAim f_)f 0 -1 L 1 STORY BUILDING _0 < 21 PARK N? SPACES zg g pg) OL, __j LO'f 1, Bi.�'CK 0 IN, r 4 P, g W i 01 FLOOR ELEV, 9,5_1 DO; 0 z:zf `Z 5" IRRAd5. '41 011 -D EX. 6" QW, "N �g -�j't r C. F 0 U N D A T 1 0 N"`.-� P .'': WATER , ` - . '! �s' --`� _ . j�,;.,k�.' - . ...... . LOT 9 3 v �g 'M T WI N g R, BLOCK C w �A 'tit_ LLJ 0111 a� LOT I L 0 7' LOT 8 13 16 mv -1, M R 1) CA BLOCK D EXISTING,�� _�L 0 NV`--, 5- 5 xv d AVED ROAD T. Q0 c� 0,-0, R'E. 130 g, 1 5? R!", - Avzx g, 9NIAD., tK. �K- -EMENT-. EXI'STING ASPHALT 5' UTILITY EAS /P PARKING 20 PA NG SPACES 4.5 6.12 5. L. L[ 4 (TO BE VERIFIED IN FIELD) PROPOSED 12" IV SILT FENCE EDGE OF PVMT. 11 1.2 10 -77777, 71, n.l -5 7il . . . . . . . . . . 4 Y!, ail F1 �1`k`, - _g;! t '4% -10' UTILITY 'D PROPOSE N7 Ii'_ _ 'm qg� 12�\ .0 'If RINI- �p-gg,,�� "-.4 CE CON&.'- SILT FEN t119 EASEMENT ONE STORY 1W - ;Wi CONC. P 'yj _--j" ��' Il � - 91ti BUILDING . ..... WALL -EX. FORCE MAIN -MOR -1 101 c U R 8 -40, LIM N , , _ , I -LEV. 5,53 mid �t gm e�' FLOOR GUY �.22' - - - - - - - - - t. - - - - - - - - - - - - - - - - - - - - - - - 3.6 TR �.T q CONC.'� CONC I N I 0 tr Q) g N 49-23'41 W (P) 300' (P) tK* 61 'N 4 "RE 'z� gi w 11 '23'41)? E UP 5. S 49 237,50' LP K/ Iz� IT 0 ............ .............. PROPOSED SIL T FENCE 0 A 10.1 '2"! Er ^0 U j 14P MIN > xo IN SIR 'L P 111w 1`11i!,�, t.z 0-) m 0")l ,4-, V) rp Ig 111& '3 RE'! RADIUS 60.00'--/ DELTA 90'00'00" ARC = 94.26 1 CHORD - 84.85' BEARING - S 04*23 ) 41 )) E 0w g;p , V 7T 3"/4 /5" TRI LE 7" 14" 12" tK* L I , loll for f,- 12 0 Wn -m -q- MIN 151MM"I g M 1. 110, it N 49*23'41 W g'mg g, -z '&I� K" R", x M g "M gm, Q_ �.�rff 0004 E 00 N EX, SEAWALL wn."K R 9� N, �Tll_ -vw --- ! - ", gwr, aw w rx N 4 9'2 3'41 W 575,00' Rml�, W�I M4 X1-1_1_'1%_11 A, Ilr,17� a qua SEAWALL-\ 7 v ORCE MAIN PROPOSED i'ggs� NORTHERLY I"M 2,0 g� .9 0 EX. F moR 7m Z 40- R/W LINE OF r C\ SIL T FENCE & 21�1 --,I �5 -, u 0 f Ezra 2 IWO CLEARWATER CAUSEWAY cy) V.�,'.4mtj ..-v I�R,4 I:j� m - -13 c % INV -i�- .! 5 J�)-'N ", 7v AiM, c\j gp,*g,�z-� pIq��r :,rZ _N Z j V V UNI I vi FORCE AIN 51.3' A EX. F4 _Ek4,g-�t gg g "T, x _17 q j ztq�- 3� g FP. E X ar iv�- gil �e 0� ovi 202��M�_-- 0 D ,M�g, EX, SAN. MH, 2- 3", - z 0 'g w - nir�giq_, § tK g., 25.2' --LIFT STATION 0 11-00m, Et 3x g '00-01T TOP ELEV. 5_31 rr lZO --z -g' W ON, 12 "M I _!0 7 r Ne 3 H 10 �w NO "'Fig a6:, ;�o AN,; M, tMM, NJIN 40_15-!-!�N_ DOCK w TgTig -R, Lu .��TA 4 -Nia N JNQ_,� -6 n M N n Q 0 I Mr -0 �w ON i� "N t'4M0N RO "'Alm _11172-�Yliv_ iN g L71 %,flWXT � ',� 9 Y 11 1 _7 I'l WWO m -M Q0 0! gv H tow M -K 'Am E m........... 0 R q W_ PAWER L 5 01 m g N TWO STORY BUILDING ��Wu , " , I0 16 & H. CLEARWATER MARINE SCIENCE CENTER" -D _C_K j _v RNM ^0 9 01 -p z FLOOR ELEV. 5.05 g UP 0 A k1f, Ig < A 62 f� -Al- Y�l "MUMUOT WID grr -, Gm m h, p CONC, COV. BY IWA GROUND FLOOR J 1 ST FLOOR -7- 191> cov -M0 OF BLDG CONC. 0. XU Ld 26. ___D_0c 0- 13.7' Z�' 200�ZPP'V '-HE V-) WOOD STEPS + Z LL AND LANDING U r 1ST FLOOR WOOD 3.1 A, mm EX. TANKS X AIC UNI TS EX AVC UNI TS E z _�pwtmgi ZDECK OVER CONC. TO REM4 IN TO REMA IN -;Ra:0 Al 4 Wil" _k 0 1 19�� A A � N NI%,l '! � �: A� 3 Aeu v TO R MA IN ""m, '00 140.3' GA '0 - q - WPI 2 0 � - W111 �i 4 u i, Ii, P� h -,I�IW A 2ND FLOOR VER 1ST FLOOR COV. CONC. 2 i1. � 1, K 15 PIz PA� F_ -_, 11 / 11 J" EASEMENT 4 T/ C7 A/(r,' A/C A US - A/( 0R A/C _''. _x A/C A/C x Q, CA/C . ......... 119"M 1I W, -'r � H qg ON w OTE) N -A 00�1 (SEE N tK OWEN 77- 77777...... _. - '7=- 77 7. LIP 5� LID INV, ELEV.== 0.35 Q 2 SILT FENCE CA S 49*23'41 E "o Z3r 362.00 G CA y 0 A�_ = 7 773 k 7777111��-3'gl_"' LIP K "1, 01, a - I .5 'RIPLE 0w g;p , V 7T 3"/4 /5" TRI LE 7" 14" 12" tK* L I , loll for f,- 12 0 Wn -m -q- MIN 151MM"I g M 1. 110, it N 49*23'41 W g'mg g, -z '&I� K" R", x M g "M gm, Q_ �.�rff 0004 E 00 N EX, SEAWALL wn."K R 9� N, �Tll_ -vw --- ! - ", gwr, aw w rx N 4 9'2 3'41 W 575,00' Rml�, W�I M4 X1-1_1_'1%_11 A, Ilr,17� a qua SEAWALL-\ 7 v ORCE MAIN PROPOSED i'ggs� NORTHERLY I"M 2,0 g� .9 0 EX. F moR 7m Z 40- R/W LINE OF r C\ SIL T FENCE & 21�1 --,I �5 -, u 0 f Ezra 2 IWO CLEARWATER CAUSEWAY cy) V.�,'.4mtj ..-v I�R,4 I:j� m - -13 c % INV -i�- .! 5 J�)-'N ", 7v AiM, c\j gp,*g,�z-� pIq��r :,rZ _N Z j V V UNI I vi FORCE AIN 51.3' A EX. F4 _Ek4,g-�t gg g "T, x _17 q j ztq�- 3� g FP. E X ar iv�- gil �e 0� ovi 202��M�_-- 0 D ,M�g, EX, SAN. MH, 2- 3", - z 0 'g w - nir�giq_, § tK g., 25.2' --LIFT STATION 0 11-00m, Et 3x g '00-01T TOP ELEV. 5_31 rr lZO --z -g' W ON, 12 "M I _!0 7 r Ne 3 H 10 �w NO "'Fig a6:, ;�o AN,; M, tMM, NJIN 40_15-!-!�N_ DOCK w TgTig -R, Lu .��TA 4 -Nia N JNQ_,� -6 n M N n Q 0 I Mr -0 �w ON i� "N t'4M0N RO "'Alm _11172-�Yliv_ iN g L71 %,flWXT � ',� 9 Y 11 1 _7 I'l WWO m -M Q0 0! gv H tow M -K 'Am E m........... 0 R q W_ PAWER L 5 01 m g N TWO STORY BUILDING ��Wu , " , I0 16 & H. CLEARWATER MARINE SCIENCE CENTER" -D _C_K j _v RNM ^0 9 01 -p z FLOOR ELEV. 5.05 g UP 0 A k1f, Ig < A 62 f� -Al- Y�l "MUMUOT WID grr -, Gm m h, p CONC, COV. BY IWA GROUND FLOOR J 1 ST FLOOR -7- 191> cov -M0 OF BLDG CONC. 0. XU Ld 26. ___D_0c 0- 13.7' Z�' 200�ZPP'V '-HE V-) WOOD STEPS + Z LL AND LANDING U r 1ST FLOOR WOOD 3.1 A, mm EX. TANKS X AIC UNI TS EX AVC UNI TS E z _�pwtmgi ZDECK OVER CONC. TO REM4 IN TO REMA IN -;Ra:0 Al 4 Wil" _k 0 1 19�� A A � N NI%,l '! � �: A� 3 Aeu v TO R MA IN ""m, '00 140.3' GA '0 - q - WPI 2 0 � - W111 �i 4 u i, Ii, P� h -,I�IW A 2ND FLOOR VER 1ST FLOOR COV. CONC. 2 i1. � 1, K 15 PIz PA� F_ -_, 11 / 11 J" EASEMENT 4 T/ C7 A/(r,' A/C A US - A/( 0R A/C _''. _x A/C A/C x Q, CA/C . ......... 119"M 1I W, -'r � H qg ON w OTE) N -A 00�1 (SEE N tK OWEN 77- 77777...... _. - '7=- 77 7. LIP 5� LID INV, ELEV.== 0.35 Q 2 SILT FENCE CA S 49*23'41 E "o Z3r 362.00 G CA y 0 A�_ = 7 773 k 7777111��-3'gl_"' tK' _M n A, J� qppa, 13"/4" 5" TRIPkE 0w g;p , V 7T 3"/4 /5" TRI LE 7" 14" 12" tK* L I , loll for f,- 12 0 Wn -m -q- MIN 151MM"I g M 1. 110, it N 49*23'41 W g'mg g, -z '&I� K" R", x M g "M gm, Q_ �.�rff 0004 E 00 N EX, SEAWALL wn."K R 9� N, �Tll_ -vw --- ! - ", gwr, aw w rx N 4 9'2 3'41 W 575,00' Rml�, W�I M4 X1-1_1_'1%_11 A, Ilr,17� a qua SEAWALL-\ 7 v ORCE MAIN PROPOSED i'ggs� NORTHERLY I"M 2,0 g� .9 0 EX. F moR 7m Z 40- R/W LINE OF r C\ SIL T FENCE & 21�1 --,I �5 -, u 0 f Ezra 2 IWO CLEARWATER CAUSEWAY cy) V.�,'.4mtj ..-v I�R,4 I:j� m - -13 c % INV -i�- .! 5 J�)-'N ", 7v AiM, c\j gp,*g,�z-� pIq��r :,rZ _N Z j V V UNI I vi FORCE AIN 51.3' A EX. F4 _Ek4,g-�t gg g "T, x _17 q j ztq�- 3� g FP. E X ar iv�- gil �e 0� ovi 202��M�_-- 0 D ,M�g, EX, SAN. MH, 2- 3", - z 0 'g w - nir�giq_, § tK g., 25.2' --LIFT STATION 0 11-00m, Et 3x g '00-01T TOP ELEV. 5_31 rr lZO --z -g' W ON, 12 "M I _!0 7 r Ne 3 H 10 �w NO "'Fig a6:, ;�o AN,; M, tMM, NJIN 40_15-!-!�N_ DOCK w TgTig -R, Lu .��TA 4 -Nia N JNQ_,� -6 n M N n Q 0 I Mr -0 �w ON i� "N t'4M0N RO "'Alm _11172-�Yliv_ iN g L71 %,flWXT � ',� 9 Y 11 1 _7 I'l WWO m -M Q0 0! gv H tow M -K 'Am E m........... 0 R q W_ PAWER L 5 01 m g N TWO STORY BUILDING ��Wu , " , I0 16 & H. CLEARWATER MARINE SCIENCE CENTER" -D _C_K j _v RNM ^0 9 01 -p z FLOOR ELEV. 5.05 g UP 0 A k1f, Ig < A 62 f� -Al- Y�l "MUMUOT WID grr -, Gm m h, p CONC, COV. BY IWA GROUND FLOOR J 1 ST FLOOR -7- 191> cov -M0 OF BLDG CONC. 0. XU Ld 26. ___D_0c 0- 13.7' Z�' 200�ZPP'V '-HE V-) WOOD STEPS + Z LL AND LANDING U r 1ST FLOOR WOOD 3.1 A, mm EX. TANKS X AIC UNI TS EX AVC UNI TS E z _�pwtmgi ZDECK OVER CONC. TO REM4 IN TO REMA IN -;Ra:0 Al 4 Wil" _k 0 1 19�� A A � N NI%,l '! � �: A� 3 Aeu v TO R MA IN ""m, '00 140.3' GA '0 - q - WPI 2 0 � - W111 �i 4 u i, Ii, P� h -,I�IW A 2ND FLOOR VER 1ST FLOOR COV. CONC. 2 i1. � 1, K 15 PIz PA� F_ -_, 11 / 11 J" EASEMENT 4 T/ C7 A/(r,' A/C A US - A/( 0R A/C _''. _x A/C A/C x Q, CA/C . ......... 119"M 1I W, -'r � H qg ON w OTE) N -A 00�1 (SEE N tK OWEN 77- 77777...... _. - '7=- 77 7. LIP 5� LID INV, ELEV.== 0.35 Q 2 SILT FENCE CA S 49*23'41 E "o Z3r 362.00 G CA y 0 3� A INV. 0.22 AM ;4j 2 U 0 U Q A, J� A 0 8 0 0 0 0 0 2 CD 0 0 3 MA NDA L A Y C H A N N E L EX. SEAWALL TO REMA IN PROPOSED SILT FENCE CA RADIUS 60.00' 90*00 $ 00 DELTA ARC = 94.26' CHORD = 8 4.8 5' BEARING = S 85'36'19" E EXISTING PUBLIC WATERWAY (CA USEWA Y RIGH T- n F- WA Y) SCALE: 1"-30' 30 0 15 30 60 OW mm" to 0) co o c: co 6 l;6 cz '0 lab U. a m j; m co 0 t1,4 S. ca S :3 0 CL 0 N I rx M 0 *1 0 512 48 0 Q 0 AM ;4j A, J� A 3 'R pa, Lo (j A #47 SE _fti #�,]ZfgF VAL10 UNLESS COPIE; t� Wi ETH Tq � -yl q SL44 10� 5'¢ e PA VEMEN T LEGEND NEW ASPHALT nip i } NEW CONC. HEAVY DUTY ;;; ;; 8" THICK Q LIGHT DUTY 6" THICK SIDEWALK 4" THICK c � CoQ oQ C7 G) I INTERIOR f LANDSCAPE /0000T F y MN- d I r NEW BRICK PAVERS,,.'. BOL � B()L W{ LP/UP/► LOT 1 DL 0 CK D 10' REQUIRED LANDSCAPE BUFFER 10' PROPOSED 8' HIGH BUFFER WALL (CONTINUES) 0 LO CASE II RED REFLECTORS FOR STREET TERMINATION FDOT INDEX 17349 H (2 EA.) E� i7c�i 0 "t V) FRONT % WEST ) YARD `WATERFRONT) VACATE CROSS HATCHED AREA OF THE EX, EASEMENT RADIUS = 60.00'--/ DELTA 90000'00" ARC = 94.26' CHORD = 84.85' BEARING = S 04023'41" E I I I 1 I NEW CURB TO MATCH EX, 8' HIGH BUFFER WALL (CONTINUES) ---EX. 8" PVC RECLAIMED '1NATER , —EX. 8" PVC RECLAIMED `,'DATER RAIDIUS=190.00 Del to= 39015'24" m mg 201 gm m 2102 am =A so am am um am No so am am wa mm wa am 0 7 c AR(C=130.18' RADIUS=190.00 _ Delta= 24'56'46" (P) CHORD= 127.65' ARC=82.73' (P) BEARING; = S69001'23"E CHORD=82.07' (P) „ BEARING=S 61 °52 04 E (P) SANITARY MANHOLE �i- WINDW_ AR_ D PASSAGE T�� ELEV. ; 4.�� (801)?IW) UP/LP -GY F:" tAJ-ATP:? GUYS --EX. 6" WATER 20 � /$ -T-OFIk;'---sem. 4 /5 /5 f UP/t 7" QUAD 6UP r CR VV/-iLL (ENDS) MA NDA LAY L- FRONT SOUTH YARD (WATERFRONT) CHANNEL 1�L_L_n1\ xrn I L{� V! 1V JL rrr, i FRONT SOUTH YARD (WATERFRONT FRON(WATERFRONT) EAST YARD VACATE CROSS HATCHED AREA OF THE EX. EASEMENT ISLANDWAY GRILL RESTAURANT "! W Q LOT 1 B'L0CK C O w V) U) 0 O CK O gg, it ! {{f m ! R cLLj W Q O ( �Q. P. 4 -ryi �i�r"Y �5 r _.a UTILITY __- ! I EASEMENT ! N 49°23'41 W (P) 300' (P) /S. UU ' EX. SEAWALL. N 49°2341 "W 575.00' EX/ST/NG PUBLIC WATERWAY (CA USEWA YRIGH T -OF- WA YJ RADIUS = 60.00' DELTA = 90°0000" ARC = 94.26' CHORD = 84.85' BEARING = S 85°36'19" E SCALE: 1 "— 30' 30 0 15 30 60 I��t��t8�dl7i +► 'fid i � r }; �, •' t".. 3 j � • s: RAilif A G% L''Ph.D., V. E. #4743 COPI£S !16:TND£S£ PLANS ARE, NOT VALID UNLESS EM80SS£D WHIN#y THE SIGNING £NG/N££R'S SEAL _.r. it (project #�. 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 0 0 A 0 Flu �LA. n W Wz J�w R.0 W 0) CV C.1 �eS� LT �'.. �• gs q m k 1 F <, iydo �� ► i � '� � u LM RAM k� �E .; t.P h": D ; P; E #47431 COPIES OF TH!£S£ P , ARl NOT VALID IU�YLESS EMBOSSED iVATH THE SUING ENCiNL'ER'S. SEAL (Project # 1031 Issue Date-, 05/05/11 Revisions: No. Daite Description 0 0 0 0 0 0 N c� CL aLL. 9E W Oct� R: �'- W Met z W co d' tV J V ui}PKC A 11 � A 40, NEW ASPHALT m NEW CONC. HEAVY DUTY 8" THICK cr � oo po LIGHT DUTY 6" THICK dQjF, Q0Q5 SIDEWALK 4" THICK i 3 � INTERIOR T LANDSCAPE NEW BRICK PAVERS LOT 1 BLOCK B 10' REQUIRED LANDSCAPE BUFFER 10' PROPOSED rIj'I; 8' HIGH ' BUFFER WALL (CONTINUES) O Ln h CASE II RED REFLECTORS FOR `— STREET TERMINATION FDOT INDEX 17349 H FRONT (WATERFRONT) WEST YARD VACATE CROSS HATCHED AREA OF THE EX. EASEMENT I I I I NEW CURB TO MATCH EX. --EX. 8" PVC RECLAIMED WATER 00 /---EX. 8° PVC RECLAIMED WATER ' RADIUS= 1 90.00'—\ la�Qjm 7 c Delta=39°15'2-" RADIUS=190.00 ARC=130.18' Delta=24°56'46" (P) CHORD=127.65' ARC=82.73' (P) BEARING = S69°01'23"E CHORD=82.07' (P) BEARING=S 61°52 04 E (P) SANITARY' MANHOLE WINDWARD PA SSA GE T°, ELEV'. =� (801)M) (UP/LP CV r," WA TC0 GU`` / J EX. 6" WATER 20"'--"-- OHw 7" OUAD FRONT EAST 1 YARD WATERFRONT) VACATE CROSS HATCHED AREA OF THE EX, EASEMENT V LL/-\IxI /'1�LI\ V/'1V JLrr�f FRONT( SOUTH YARD `WATERFRONT rLo n O <� I�r_ rq — Y <I; ❑.. 7j v r O J �r C'J T Q. V, �mg' All-'��'W� ISLANDWAY GRILL of ai s�&t f Aga , 4 r RESTAURANT a SE t� € Q0 LOT 1 TV IMMI f { gai $ € e � � 4 � ' O BLOCK C n 0— b d � f Ff W Ld VR VA m � pw_, Q ra .�g >vstre `�.r�,'.r�{a �� t'T R, ON �3-. jf 5 5 Z $ i .v?im.iv�Af' i.� i E S tri n �.4 Z J sFa, .� fitrg 'fx G fY 4 c rf F '�&aE"gTe _ .� c z� . rtF� 'gra€e x t ��� ; ��^ irlk5° i � §.� i 7 YF4Yv'{ 5egY3 s k ks t kLIN El ' UTILITY EASEMENT o N 49°23'41" W (P) 300' (P) 225. 0'^ EX. SEAWALL N 49'23'41 "W 575.00' EXISTING PUBLIC WA TER WA Y (CA USEWA YRIGH T - OF- WAY) —__ __ -- —r — _ `P _�_ � S 49°°23'41" E CA RADIUS = 60.00 362.00' INV, ELEV.= 0.22 0 DELTA = 90000'00" INV. ELE l,= 0..3;3 ca s RADIUS 60.00' u � Q Q o o ARC 94.26' DELTA = 90°0000 0 Q CHORD = 84.85' ARC = 94.26' _ BEARING = S 85°36'19 E CHORD = 84.85'8' HIGH BUFF8 "'ERSCALE: 1 30' BUFFER (ENDS) WALL BEARING = S 04'23'41"E (CONTINUES) RARp �WAT�RFRONT} MA NDA L A Y C HA N N E L 30 0 15 30 60 . 1 ' 11 W RAM A'G�11""P#474'� .. COPIES OfrTj£S£ OT PLAN9i �y'g/D (V £SS EMBOSSED W114 THE S/CNI yC; f1(�C�NFFR'S"SEAL; Project # 031 Issue Date: a Revisions: 40, NEW ASPHALT m NEW CONC. HEAVY DUTY 8" THICK cr � oo po LIGHT DUTY 6" THICK dQjF, Q0Q5 SIDEWALK 4" THICK i 3 � INTERIOR T LANDSCAPE NEW BRICK PAVERS LOT 1 BLOCK B 10' REQUIRED LANDSCAPE BUFFER 10' PROPOSED rIj'I; 8' HIGH ' BUFFER WALL (CONTINUES) O Ln h CASE II RED REFLECTORS FOR `— STREET TERMINATION FDOT INDEX 17349 H FRONT (WATERFRONT) WEST YARD VACATE CROSS HATCHED AREA OF THE EX. EASEMENT I I I I NEW CURB TO MATCH EX. --EX. 8" PVC RECLAIMED WATER 00 /---EX. 8° PVC RECLAIMED WATER ' RADIUS= 1 90.00'—\ la�Qjm 7 c Delta=39°15'2-" RADIUS=190.00 ARC=130.18' Delta=24°56'46" (P) CHORD=127.65' ARC=82.73' (P) BEARING = S69°01'23"E CHORD=82.07' (P) BEARING=S 61°52 04 E (P) SANITARY' MANHOLE WINDWARD PA SSA GE T°, ELEV'. =� (801)M) (UP/LP CV r," WA TC0 GU`` / J EX. 6" WATER 20"'--"-- OHw 7" OUAD FRONT EAST 1 YARD WATERFRONT) VACATE CROSS HATCHED AREA OF THE EX, EASEMENT V LL/-\IxI /'1�LI\ V/'1V JLrr�f FRONT( SOUTH YARD `WATERFRONT rLo n O <� I�r_ rq — Y <I; ❑.. 7j v r O J �r C'J T Q. V, �mg' All-'��'W� ISLANDWAY GRILL of ai s�&t f Aga , 4 r RESTAURANT a SE t� € Q0 LOT 1 TV IMMI f { gai $ € e � � 4 � ' O BLOCK C n 0— b d � f Ff W Ld VR VA m � pw_, Q ra .�g >vstre `�.r�,'.r�{a �� t'T R, ON �3-. jf 5 5 Z $ i .v?im.iv�Af' i.� i E S tri n �.4 Z J sFa, .� fitrg 'fx G fY 4 c rf F '�&aE"gTe _ .� c z� . rtF� 'gra€e x t ��� ; ��^ irlk5° i � §.� i 7 YF4Yv'{ 5egY3 s k ks t kLIN El ' UTILITY EASEMENT o N 49°23'41" W (P) 300' (P) 225. 0'^ EX. SEAWALL N 49'23'41 "W 575.00' EXISTING PUBLIC WA TER WA Y (CA USEWA YRIGH T - OF- WAY) —__ __ -- —r — _ `P _�_ � S 49°°23'41" E CA RADIUS = 60.00 362.00' INV, ELEV.= 0.22 0 DELTA = 90000'00" INV. ELE l,= 0..3;3 ca s RADIUS 60.00' u � Q Q o o ARC 94.26' DELTA = 90°0000 0 Q CHORD = 84.85' ARC = 94.26' _ BEARING = S 85°36'19 E CHORD = 84.85'8' HIGH BUFF8 "'ERSCALE: 1 30' BUFFER (ENDS) WALL BEARING = S 04'23'41"E (CONTINUES) RARp �WAT�RFRONT} MA NDA L A Y C HA N N E L 30 0 15 30 60 . 1 ' 11 W RAM A'G�11""P#474'� .. COPIES OfrTj£S£ OT PLAN9i �y'g/D (V £SS EMBOSSED W114 THE S/CNI yC; f1(�C�NFFR'S"SEAL; Project # 031 Issue Date: 05/05/11 Revisions: No. Date Description 0 0 0 i .1� 5 N ` 3.72 /000� 40e4.36SlODDJTRUC71p TABLE JORMPIPEwCLWU E 3.91 STRUCTURE FROM -TO RRUCTURL7 TYPE G AS INV. ELEV. 1D - NEW TYPE 'C' INLET 4.5 2.25 12'X 18" ERCP NEW TYPE 'C' INLET 4.5 2.1 80 NEW TYPE 'C' INLET 4.5 1.9 30 - OPENING IN WALL Q _ _ _ 1.75 �-'-/ VAULT - 60 NEW TYPE 'C' INLET 4:5 2.0 - NEW TYPE 'C' INLET 4.5 1.85 15 " RCP OPENING IN WALL @ _ - 1.75 88 VAULT 12'X18 ERCP 0.23% ® NEW TYPE 'C' INLET 4.5 2.3 14'X23 ERCP NEW TYPE 'C' INLET 4.3 2.7 1O NEW TYPE 'C' INLET 4.5 2.0 11 NEW TYPE ,C' INLET 4.5 1.85 12 OPENING IN WALL © - _ - 1.75 LF VAUL T 0,136,70 15 - 13 CONTROL STRUCTURE IN VAULT --- 0.5 0.25% ALSO GRATE 0 SURFAC 90 LF FOR INSPECTION 0.22'7 - 14 OPENING IN SEAWALL - - - 0.2 15 NEW YARD -DRAIN (SEE DETAIL) 4.0 2.00 16 NEW YARD DRAIN (SEE DETAIL) 4,0 1.60 NEW TYPE 'C' INLET 4.0 1.50 1$ NEW TYPE 'C' INLET 4.0 1.50 1.9 NEW TYPE 'C' INLET 4.0 0.75 OPENING IN SEAWALL - -- - 0.70 �l NEW ACCESS 5. 1 (RIM) 1,75 MANHOLE �2 NEW ACCESS 5.0 (RIM) 1.75 MANHOLE STRUCTURE FROM -TO LENGTH -r> SIZE & TYPE SLOPE 1D - m 70 LF 12'X 18" ERCP 0.217 80 LF 15" RCP 0.257 30 - 60 LF 18" RCP 0.25% - 60 LF 15" RCP 0.257 - 50 LF 15 " RCP 0.20)7 ®- 90 88 LF 12'X18 ERCP 0.23% 32 LF 14'X23 ERCP 0.63% 10 - 11 67 LF 14'X23 " ERCP 0.2217 11 - 12 50 18" RCP 0.20M 13 - 14 80 LF 24 " RCP 0,136,70 15 - 16 120 LF 12'X18" ERCP 0.25% 90 LF 12'X 18 ERCP 0.22'7 - 18 125 LF 14'X23 ERCP 0.20►% 18 - 19 165 LF 19'X30 ERCP 0.24% 19 - 25 LF 19'X30 ERCP 0.20►7 1 I I I F ZOO E qE _ _ Z 00D Bq S ZpNE >� rr .. ,.l .. 1.1 .l ®.. "' .1.11., •,. ppb ELEV, BAS, F� 000 ZONE .F4!" I� E FCOpp ELEV, 1 13 I LOT 1 BLOCK D EXI-,N to PAVE�OAD ♦, 00 etm 9 LEGEND NOTE: 4.55 r��J� J� , $ 5• n � � . � �•I"'�-'�---.%' 1. GARAGE SURFACE DRAINAGE TO BE DIRECTED C�. .� - EXIST. ELEVATION TO VAULT AREA. d '�r PPP O 3.9 7 4 10 `� yn,'L, /� NEW ELEVATION + 4.5 OA ,; r 5.12 g . . // ().J3439 //-4.77 4.52 4.77 EXIST. STORM SEWER - F�I�)1 NEW STORM SEWER - -- - -- -- -- 4.12 4.1 �`aa NEW INLET 4,89 ° / Z -4.3- A' 3 L' 4.9 NEW SAN. MANHOLE O 4.69 4.9 h C. 0. 4'22 4.34 0 NEW CLEAN-OUT(C.O.) Q X4'93 4,5+ 0 TEMP. SILT BARRIER 4.9s 4.5 4.8 rLo O 502 clq POINT OF CONNECTION 4.454.8 r� OF NEW UTILITY TO EXIST. �� Q T.B.O. TEMPORARY BLOW -OFF fir. 4.5 ��i�f 4.75 0, h m T.&V. BOL SOL .' 5,1 �TAP AND VALVE R -EX. 8" PVC RECLAIMED WATER 00 -.'503 1O 0 5.2 -' a + �' �c _�.., �,FQQ� 2 4.5 4.75 5. °.0 s __EX. f. 8 PVC RECLAIMED DATER 5.2 O yl��� /Z s ' l/' & `� �, �J�it� 5.2 0' 0j. �i I sJ, RADIUS=190.00 4.6 � ��``,,�Q� �, Delta-39°1524/ �? 0 ����J I RADIUS -190.00 ARC= 130.18' 0�� `. 0 11„ Delta=24°56'46" (P} CHORD=127.65 9 �� ;'�� 4.9 0 �►° a� ` S ARC=82.73 (P) BEARING = S69 01 23 E �- {3 -�- 5.5.1 .p ,���,� s., CHORD=82.07 (P) 4.6 O�ae� S tx BEARING=S 61 °52 04 E (P) s 5.2 SANITARY MANHOLE ��l TOP ELEV. = 4.87 �ye� 4 t`" ��OQ �1.2' aaii _ _ ---- --- WIND1�lARaPASSA GE' ��� -r _ > -'`` �� � �� �' 4.5 s'0 4.84 - R - R-� -- (80` . _ a R3>6' UP/LP �� O a a YS R,1W) Ex. 6" WATER 5.3 -EX. 6" WATER ro -` �,� � � + / 22" 13" I _ 1' C01'1c:. CURB 07Af a IB 9,0 A - 1 1 Y . t UlLiiY 4j. 20" i R, ; h . hTA TRIPLE cy � O O 6.0 a w 5.7 --OHbV---.__._.__ _�AIJt'G _._______.._____._•t:H`hf-_ .-__.-____. � _.--� 4j. 4£.� `- � � 4= 4"'/5"'/5"_,`tri Up/[ ' A. ° , „ , UF�11: P I 13„F� 14' /� .5 ; 5.7 p . aj. 7" QUAD „ ...,� 4 _ o 1s"cc 2 15 1? 11"5.5 5.1 °----+5.2----------------�5.4-----„.1 4.8 j 7J1'1 6 1 r EX, 6 WATER--_' 0 15„ '�'14" GA 15.. 20" 12° 4 Q0 6yf" LOT 1 _ TWIN 5.3 4 �;� o ,_ BLOCK C J s 0 �3"/5" I 5.40 05.4 t TWIN CCL w ■w 110 ,r/ or �mmlm .1. 7 5 a i i i 1 STORY BUILDING o � Y, ■ o �1 � a1i � o I BOLLARDS '� I `b ° +11 '� o �, rt I ,� ,0 o o. �,. 7 �i�x o ., �-y FLOOD ZONE AE FLOOR ELEV. _ 9.53 STANDPIPE 5; .4 ' • �i _ BASE FLOOD ELEV. = 12.0 NEW PARN6IRIGGARAGE o°� �° I i 5.4a� 5.0 ,�---------------------. ......� _- r- 5'1 � INSP CTION -- ' FLOOD ZONE VE o I STRUTURES I BASE FLOOD ELEV. = 13.0 6 ' .0 H� NEW RETENTION ,6" EX. 6` 6.0 -. ,. �� 12 7� , (SEE DETAIL) LOT 9 WATER � H� 4)THIN ., BLOCK C j w + I 5.14# -4.75 •14. r.1 ,' 5.1 4 5.3140 5.s, I EXISTING ASPHALT9 h ® Dc� 5' UTILITY EASEMENT / : 6' '` �`' S•Q �`' S,0 4.8 �` - PARKING - - - - - °0- ® ■ ■ ■ `jl• , jr' Dc� ' .5 (TO BE VERIFIED IN FIELD) d NOTE: I I .111� -� I 6'12 THE VERTICAb.-HEIGHT I I + i S6 Zhu STORMWATER RUNOFF FROM PARKING CLEARANCE FOR I 10 T 11 I I GARAGE SHOULD BE DIRECTED COVERED PARKING 5.0 !� 4.7 X4.7= 4.5 I� 4.5 h• TOWARDS UNDERGROUND VAULT SHALL BE A MINIMUM OF ..�. m,. , 4.7 44 7. n 8'-2" FROW THE GROUND 4.5 -t- Bu` 4 ,_vTT �/ TO THE LOW & OVER (�+ I '�I- PAR G PARK�NG 10' UTILITY STORY HANGING STRUCTURE. ?'- 5.0�1.4.,�FLUSH 4.7 4.7 �,8 + �,�� 4.74.8 4.7 14.8 4.7 4.8ONE S ORY �P EASEM EN T BUILDING c ■ ■ ■ j °°°°°°°°°°° 5.2 ° `` -- ! - 4.6 • • • • • 5.2 • • 5.3 • • 5.2 • • 5.3 • • 5.2 • • 5.3 Ex )RCE MAIN FLOOR ELEV. = 5.53 Ot�4'_ 1 --___ v> �; GltfS ,r,22' OHW--- 10" -l------- 4.85 -- -- ---- --- ------------------- ---- ----------------------- -� r- -� �- NEW SWALE 3 7, __F - - _ _ -__ - uP j Ex. 6" NATER '1 �. 6 CONCI. h o � r �h r� 4 ° /� �uP Zo __ _ .0 4.7 j 4.5 s. ^� ° , a . t 1� 49 41 W u � S 49 23 41 E � 2 5 _ 5. � O ( ) WATER ti t ti ,t'1 47� ,, ,� ,x; 15 EB . N 49 23 41 W 225, 00 �,� �a�i;sypr: mt tatiis�:at s�wts t�asvq, ,.. �...r�rf, .. Y y�1 as:e �aattt� " �I _� r�i i� 4.0 � l� -� >•er �� ' �� �r� _ r��l �� l�l� �I gra- � 9c • .. WM 4.58 ,�,,, %wo /.r �' �• '� j' METAL EX. SEA'�tALL 14 EX. SEAWALL' N 49°23'41 "W , -6' GhiAihl 4.6 ------Ex. 4" WATER 18 1 �1x , Mau4 4.5 � '1 eA 4.5 { BOLLARDS A 575.00 LINK FENCE AL' E „ T A TOP ELEV 26 - �... ss 0 EX. FORCE MAIN NORTHERLY EASEMENT (SEE E1/�w Now" D 1 8 - 4:8 �• �,aE .A SEMEN-T�(S E Fj N 0 T E} f ��, r------ -- -t- : - - -- �� ---- N� -= +----` ---� -4.- j 4.3 4.7 f R/W LINE OF EXISTING SEAWALL 4.4 -- �} (- 1C3 I 4.0 4%.5 _ 1 i CLEARWATER CAUSEWAY TOP EL. 5.0 10' FLORIDA POWERI CORPORATION 1 � - WV ul 5. I 0 o E6'3EMENT PER OFF IAL I. .1. \ EX. FORCE MAIN I i 4.6 �` kECORDS BO 581r°4F'�GE 2016 5, \ EX. BFP, 5.0 tv a s Xyl) n CL °`� ^� IgA ♦ Ex. SAN. h,1H. EXISTING PUBLIC WA T E l4"' WA Y 4.5♦ 4.9 I -r -s- ; Ex. MEDIA CENTER Ex. EXHIBIT Ex. OPEN AIR TANK z H 4.3 �a�4.s ' �' roe GIrE��IOrt 5.31 0 rW.4 Y� +x' I I rin J " 01 #0 Z/1+4.7 ' o I t r 571NGRAY EXH T D I ,� LP T I ' B ft ❑ 13 �y p��Jp�p-�• y 0-) 1 NEU DOOR A UAC NK (TY .) ` tK• CD .B)UA A 6 Ohl EW ND O 4.7 EL 4.9 5.0 ILM A IC - - - - - ----- -- -- ----- - - R M T _ L �� ° X TIB9 E TANK -`3 ° I EX. EX' EX. 4.5TANK IEWIN TANK LP I I AREA EX. Ex. B o TANK TANK a` NA OUTDOOR �' A UAJC T NK .) 00,60600 EX. EX. TANK ° TANK 0El 00 to Im 0 00 NEW LOBBY I NEW OUTDOOI & GIFTS D+� r► k? o rrr+�♦ stR� GA cl r GAT GA R \1 Fl LE ❑ O9c ❑ h FB,B ^��� �-- - ---- - °�-C-- -r ---+4.95 ---- T _-C�� - - - - AIC A/C: A/CA/CA/C GONt A/C CONC O �o _- _ EASEMENT A/C A/C A/C O (SEE NOTE) Xr �ry P -4 f �, o .-•-•.___ _ -- LP 5r/6 �0..._. LP o , „ .x� -- - �� G S 49 23 41 E 362.00' ' � INV. ELEV:= 0,35 � J j Li � �� �, RADIUS = 60.00 �, �, �, 0 �, 0 0 DELTA = 90°00'00" 0 �� ARC = 94.26' - L CHORD = 84.85' BEARING = S 04°2341 E MA NDA LAY CHANNEL O EX. OPEN EXH I BIT a �+ TANK �i- 1 u. .95 4.40 GA GA 0 _v.,s H { { LTJ L m CD r C 0 H � -- z - H" x3 -v.,s GA9 / FF tx• 1-1 E 4.5H�' LP 4.26 {ir GA RF E I L'- `Ir, V 6+ 1-, P LE' -7 4.6 EB 2 / \0�. I?l 1 i $ \ P a� izGA A4 36 GA v0 \ INV. ELEV.-0,22/7 RADIUS = 60.00' DELTA = 90°00'00" ARC = 94.26' CHORD = 84.85' BEARING = S 85°36'19" E SCALE: 1"-30 30 0 15 30 60 .Y,� •'. , ! d s �•r r� � F y'tu iii M A ., €`< Do RAN�J/�� Gj10 Ph:D rn E`#45�431 /` i h kt COPIESCFi;SE PLANSf jqx NOT V�lVC';UNLESS_ FM94SS£0. TV £ NI GT N NF�RS SEAL - li II Proles # 1031 Issue date: 05/05/11 Revisl©i]s. ,.. No. D(Ite Description A 0 0 0 0 0 0 I LOT 1 BLOCK D I I ONE STORY BUILDING FLOOR ELEV. = 5.53 h"" «, CONIC 8: CHAIN LINK FENCE H B DOCK B CO r, B 0 V) B GpCK HB RADIUS = 60.00' DELTA = 90°00'00" ARC = 94,26' CHORD = 84.85' BEARING = S 04°23'41" E LP ♦ 40/' / PP PIP GA O arl,� o O SA O ISF �y> BOL / BOL � . LP/lJP*# O --EX. 8" PVC RECLAIMED W',ATER ✓ / 10 O o14 LEGEND EXIST. SAN. SEWER NEW SAN. SEWER ■ Mumma ■ --- IN --� EXIST. WATER SERVICE = - NEW WATER SERVICE — -- — -- — — --- NEW INLET NEW SAN. MANHOLE C. 0. NEW CLEAN—OUT(C.O.) POINT OF CONNECTION OF NEW UTILITY TO EXIST. M METER F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW—OFF T.&V. TAP AND VALVE top Ex. 8° PVC RECLAIMED WATER �/I �r �� Q &� y� IV �j = �d� � � cn e� .al aw me . Amu . Mumma . .. RADIUS=190.00' _46 O & , Q wi a d DRI =139°15'24" 4'� O Q sud am O.L7 G W� ARC=130.18' Q & . V. RADIUS 40 CH0RD=127,65' O & �� ,�� O" Delta=24*5656'46" (P) ARC=82.73' (P) BEARING = S69°01'23E CHORD=82.07' (P) BEARING=S 61'5204" E (P) SANITARY MANHOLE WIND W_A_R_ D PASSAGE TOP ELEV. = 4.87 NEW T&V /SV'1VII UP/LP �S S� Ogg dy��t�4��6�i 1 6"" WATER GJ'r5 f) �y1 Q e�t�ayp� 6"'WATER— � / � a& p 3[2"A /---EX, 1' CONC. CURB.. I cl- 13" L0' r!�R'WM UTLITf t8 71I E20 �/ 3 NEW O /a rJF1'Pf -- r UP/LP O Q _ 7" ouAD' "P/J S 49°23 41 E 119.89 GUYS 13"`14 FHA y14" yF EX. 6" WATER- 15° f'14" GA15' 20' 12" s r LOT 1 NEW o - I TWIN D� _,_ _v r . TWIr,J BLOCK C I >� *3:,/5" TWIN FDC (2) Q aa>Y I g a; V), -i- i 1 STORY BUILDING o J I ■ BOLLARDS Cr � H� � ��4" FLOOR ELEV. = 9.53 0 I � STANDPIPE 14W o - NEW PARKING GARAGENEW I F aal� I PVC SDD R 14 I H11 0 EX. 6"-- ' LOT 9 WATER I ■ H �` I BLOCK C i �° JJ TW N I y w jet jet 1 t EXISTING/ - -- _—__----__—D, PA'Q0 !ED ROAD I ' ' — EXISTING ASPHALT V) -- PARKING 04- UTILITY EASEMENT I;� o I ■ ■ ■ ■ I 4- r— 0 (TO BE VERIFIED IN FIELD) �f NOTE: I I Z I THE VERTICAL. HEIGHTCLEARAN] o I I NEW 6" F COVERED CPAR� NG ' PVC SDR 14 SHALL BE A (MINIMUM OF I 8'-2" FROM THE GROUND BU TO THE LOWEST OVER_ $$ PARK11`1G PARKING � 10' UTILITY NEW 6" X 6" I HANGING STRUCTURE. _ 777 EASEMENT lip --__ T & V • • • • • • • • • • • • • • • � FORCE MAINGUYS— — -----_..OHW---_.�----._._- ---- 10 X 6" YdATER--------------------------------------- ----- ----------------------- S 49"23'41" E SUP x,20' 237,50' IID GV r N 49'23'41 W (P) 300' (P) I Out' Null 11 --EX. v" WATER ;r a'J` WV � m.a:a waw wraie e.rim nww – ac r eaw uroeu mow..+ +s�e:as ,seam cm»w �mw casa so.a _..- - m., . ,., .,�. .� - ....:° ..' I Ee � � N 4 9 ° 2 3' 41 " W -y � 2 2 5.0 0' nu d �...-.. .mum areaaz u+mm .:.raru aam ".mxw c�.:m ux:w.w ;came moacaYr malas mm.cu rma.car :aa�:a METAL `-Y EX. SEA`PdaLL� ` E;<. SEAWALL– ' --EX. 4" WATER ._..„. ` :� eee� �. �. �. — �. .� iw .� r eee� — yew, N 49'23'41 "W 575.00 1 J -j .1 BOLLARDS EX FORCE PAAIPJ NORTHERLY EASEMENT (SEE E ALE a �'�_ '� — — -- TOP ELEV.=4.26 E A .SEMEN T (SEE N O T E) Emu1 r -- ---,— -----—-----t�------J / R/W LINE OF r vv� /� CLEARWATER CAUSEWAY 10' FLORIDA POWERCORPORATION I EASEMENT PER OFFVIAL EX. FORCE MAIN L0 /�/ RECORDS BOOK 58ql, PAGE 2016 NEW 6 o/ ° F EX. BEP, h Yv NEW 6" DCVA \\r`PVC SDR 14 o w> SAN. MH, EXISTING PUBLIC WA TER WA Y �X. ' EX MEDIA CENTER EX EXHIBIT EX. OPEN AIR TANK i Fi -LIFT STATION J i (CAUSEWA YRIGH T - OF_ WA Y) I I TOP ELEV. = 5.31 O EB �, J o I 11 STINGRAY EXH T IIE:�] d a o NEI OUTDOOR I IL A UA�IC TANK (TY .) 1 0,0 �l TANK ji� AW NC) TANK EX. OPEN AIR TANK EX. TANK EX. EX. NE� OUTO TANK TANK DOOR A allAYC TANK ) LJ Ll L___ _]L 0 IN °n , �_ _�_ n _ ---------------C!❑ELF - A/C A/CA/CA/CA/C CONC.;:': A/C CONC.;.. T', .— y- — — EASEMENT A/C A/C A/C (SEE NOTE) -1 LIP LP S 49 23'41" E GA362.00' INV. ELEV.= 0.35 'Y; v v 0Or O O O O O 0 o EX.Jl EX. TANK ° TANK MANDA LAY CHANNEL NEW LOBBY DGrK � NOTES: NLij N W L SHOP NEW OUTDOO tl:' Z L z 1, ALL FIRE HYDRANT LEADS SHALL BE CONSTRUCTED WITH DUCTILE IRON PIPE. w E n �x Ib 2. IF FIRE HYDRANT IS INSTALLED MORE THAN 10' FROM w HMAIN A 6" G.V. MUST BE ADDED AT THE TREE. - Z DOCK 1 F' 3. TAPPING SLEEVE AND VALVE FOR FIRE HYDRANT LEAD N SHLL BE INSTALLED BY THE CITY AND PAID FOR BY ® I FI CONTRACTOR. 0 4. FDC'S SHALL BE IDENTIFIED BY A SIGN THAT STATES NO PARKING FIRE DEPT. CONNECTION" AND SHALL BE J Ex. OPEN uoOJc� DESIGNED IN ACCORDANCE WITH FDOT STANDARDS FOR EXHIBIT "E INFORMATION SIGNAGE. BLDGS SHALL BE IDENTIFIED �v IP AND MATCH THE FDC SIGNAGE. E 5. ALL FIRE UNDERGROUND WORK IS REQ'D TO HAVE A CLASS 1 OR 2 OR 5 LICENSIED CONTRACTOR TO F SUBMIT FOR A SEPARATE UNDERGROUND FIRE PERMIT. RIE JLF T'P'LE' _'• \OC\f' � � �h• �� 6. CLEARANCE OF 7 1/2 IN FRONT &SIDES AND 4' N — — — q — P�� LB �J IN THE REAR OF ALL FIRE HYDRANTS SHALL BE H PROVIDED.' P � B 7. ALL ELECTRICAL CONDUITS PIPES DOWN SPOUTS •• RADIUS = 60.00' COLUMNS OR OTHER FEATURES THAT COULD BE INV, ELEV.= o.zz �� DELTA = 90°00'00" SUBJECT TO IMPACT FROM VEHICULAR TRAFFIC SHALL Y 3 ARC = 94.26' BE PROTECTED FROM IMPACT DAMAGE WITH PIPE CHORD = 84.85' GUARDS OR SIMILAR MEASURES. THESE MEASURES BEARING = S 85°36'19" E SHALL NOT ENCROACH INTO ANY PARKING SPACE. SCALE: 1"=30' 8. TAPPING SLEEVE AND VALVE FOR FIRE HYDRANT LEAD WILL BE INSTALLED BY THE CITY WITH THE APPLICANT PAYING THE APPLICABLE FEE. 30 0 15 30 60 aoi d 000 Imo so, to r` W L � m m y O w 0 0 M • r V ro v.cz J IV s b � � 0) o C 0 •C a0 00- �c CZ o) ° roa�ro� Ci4v�C0 16 ...r i C� p a ' M U' w RAM,A Gt7F�' Ph-D.;�Pr.9.44T431 CDPlESr06 TyES4,,&?,�Nq.,,•f��E'NQT. VALID: UNLESS EMBDSS£D�Wlij HE;S/GNINO ENGINEERS SEAL Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Descri tion 0 Northside �agEbreenurg Svrv�eea, Tse. go 0 PLACE CONC. SLAB/WALK 4" BELOW FLOOR NEW BLDG. ROOF DRAIN ELEV. EXCEPT AT ASPHALT @ 1/4" NEW BLDG. DOORS REMAIN FLUSH. NEW BLDG. PER FT. MIN. EXCEPT AS NOTED EXPANSION JOINT ° ° FIN. GROUND FILL GROUND AROUND SLOPE AT 1/4" FIN. FL. ---\ ' S UTILITY (i.e. SANITARY BLDG. TO 3" BELOW PER FOOT SEWER, WATER SERVICE, ° FIN. FLOOR ELEVATION PLACE SOD 1/2" LIMEROCK BASE FIN. FL. 10:1 MAX. SLOPE ' FIRE LINE OR STORM III=_111.1 _III= I o DRAIN) BY SITE CONTRACTOR & SOD BELOW PAVEMENT FIN. FL. MAX. SLOPE 4:1 TO 5' FROM BLDG. FIN. GRADE PRIOR F.D.O.T. CERTIFIED -�-- SOD •. �\ u\ � MIN. SLOPE 2% COMPACTED TO NEW ASPHALT 1111111-11111=1111= - `�\\�\ III=1111=1111=1111 AND BASE TO SODDING 98% MAX. DENSITY . =1111.=INi�llll=IIII ����\ - NOTES: ' " UTILITY WITHIN 5' OF BLDG. �� POSITIVE DRAINAGE 6" SUBBASE 1. PROVIDE 5'x5'x4" BY PLUMBING CONTRACTOR. THICK CONC. SLAB FINAL CONNECTION BY PLUMBING a x' 1111 COMPACTED TO CONTRACTOR UNLESS OTHERWISE =1111=11EDIIII1=IIII llllfilliMill 98% MAX. DENSITY @ ALL EMERGENCY EXITS. COORDINATED BY THE C.C. (SEE PAVING NOTES ON C1.2) 2. CONFORM TO ABOVE COMPACTED GROUND DETAIL FOR PLACING UTILITY CONNECTION WALKS AT THE BLDGS. PARKING & DRIVEWAY SECTIONAT ALL BUILDINGS GROUND PREPARATION PLACEMENT OF PLACEMENT OF CONCRETE N.T.S. AT ALL BUILDINGS SOD AT PAVEMENT N.T.S. SLAB AT ALL BUILDINGS N.T.S. N.T.S. N.T.S. GRADE FINISH GRADE TO WATER MAIN OR 1 " BELOW STORM DRAIN MEDIUM EDT BROOM WALK EDGE OF WALK MEDIUM BROOM I- FINISH GRADE TO FINISH CONC. WALK 18" MIN. VERT`CA,L CLEARANCE / /L SAM. 1 " BELOW EDGE OF WALK SEE PLAN SAM. SEWER VARIES (SEE PLAN) SHOULDER PLACE SOD 1/2" EXPANSION JOINT 2' LEVEL 2" RADIUS GRADE SOD SLOPE 1/4" PER FOOT BELOW PAVEMENT 6 Z 4„ FI SODDING STEEL GRATE � _ 10 to .II 1=111 FIN. GRADE PRIOR VERTICAL CURB r7 � 1111�IIII NEW ASPHALT � 6' WATER MAIN OR D.I.P. IS USED IN PLACE OF P.V.C. POSITIVE DRAINAGE (4:1 MAX) 4" •' PAVING TRAFFIC TYPE FOR A MIN. OF 10' EACH WAY STORM DRAIN AND BASE W 2 SIDED GRATE FROM � OF WATER MAIN WFEN 2' LEVEL / GRADE COMPACTED FILL OR III 1- :IIII I THE VERTICAL CLEARANCE BETWEEN SHOULDER MEET EX. COMPACTED FILL ___ BASE 2" 1 SEAT IT WATER & SEWER MAINS IS 18" OR LESS. \ \� \\��\ f - ��- UNDISTURBED SOIL OR UNDISTURBED 1 8„ _ 18" OR LESS VERTICAL CL. M ? SOD SOIL COMPACTED l "D" , „ l 8 CONC. WALL I WATER MAIN � -IIS NOTE: I SUBBASE TYPE D 4'- 1 x 3 -1 4000 PSI © I IIII-WHEN KIS COMPACTED GROUND _ _ _ ymau�.im_nu_mr=_Iu�nu __ IIII `_I I _ IjpgHi PROVIDE 1/4" 3,000 PSI III NOTE: ! 28 DAYS - - - I TO BE REMOVED &/OR CONTROL JOINTS CONCRETE IIS �L:L" PROVIDE 1/4' 10' MIN. NEW SIDEWALK IS TO F`--11111 CONTROL JOINTS 4 ©12" O.C.E.W. SAND EWER GRAVITY MAIN NOTE: HORIZONTAL CLEARANCE BE ADDED, IT IS TO 8' 4'0. C., 5' O.C., J # � BE REMOVED TO THE 8' O.C., OR 12' O.C. 4'0.C., 5' O.C., CONCRETE ENCASEMENT OF/ STORM SEWER NEAREST EXPANSION & 1/2" BITUMINOUS 8' O.C., OR 12' O.C. EXPANSION JOINTS SANITARY SEWER GRAVITY OR SAN. SEWER JOINT. & 1/2" BITUMINOUS NOTE: MAIN IS NOT PERMITTED. GRAVITY MAIN EXPANSION JOINTS 1. CUT PIPE FLUSH VERTICAL CLEARANCE HORIZONTAL CLEARANCE ©40' O.C. FOR O.C.GROUND TRANSITION @ 40' O.C. FOR 4' SIDEWALKS, 50' . SIDEWALKS, 50' O.C. W/INSDE FACE OF FOR 5' OR GREATER. AT THE PROPERTY LINE FOR 5' OR GREATER. WALL. N.T.S. 2. MORTAR BOTTOM TO CONCRETE WALK DETAIL INLET D ETAI L MATCH INVERT of WATER MAIN & SANITARY N.T.S. TYPE "D" CURB N.T.S. OUTFALL PIPE. SEWER CLEARANCES N.T.S. N.T.S. OVERFLOW WEIR BOT. EL. 3.37 84' EL. 4.9 EL. 4.2 P P P 18" R.C.P. INV. EL. 1.75 P 10' 15" R.C.P. P D INV. EL. 1.75 18" R.C.P. 4.5' a INV. EL. 1.75 C.O. EL. 1.75 °' P C.O. EL. 1.75 a D � IIII.:. a D INV EL 0 75 D r----- - -- - - - - - - - - - - - - - - - - - - - - - ----- - - - --, I I I 84' A,CSS M 5'X5'X4"CONC. SLAB ACCESS 45 OVER UNDERDRAIN O ® 2 PIPES O 10' 4" CONC. WEIR WALL U. D. C.O. T/W EL. 7 I INV. EL. .75 Oct SLOT I - - L- - - - SKIMMER I - -- - -- - - - - - - - - - - J INV. EL. 0.75 30 MIL. IMPERVIOUS---H- MEMBRANE MPERVIOUS MEMBRANE (42" WIDE) = 5' 5'X4"CONC. SLAB/ -6" THICK , P INV. ° 1�11� PIPES ENTERING CONC. BOTTOM (3000 PSI) JEL. 0.75 COMPAICT - .. 39 LF OF 6" 24" R.C.P. FILL V�,ULT (2 EA.) BOT. EL. 1.75 INV.CELU.D:00 INV. EL. 0.50 TOP OF WALL / - - - - CO BOTTOM OF TOP SLAB 6„ W _ ;. WEIR WALL L _ IIII=IIII=IIII=1111=IIIIEL. 4.2 6" = 18 . "I 111 10,SLOT EL. 3.37 U. D. C. 0. 6>, = FILTER MEDIUM (SEE SPECIFICATIONS INV. EL. 0.75 ON SHEET C1.2.) T-0.83 �.�,'._��.:�:.�•:::•':.'..:...:..••_..,.a _..::t•_'.:.ti.,:'.'s' ---V1 I �j 711 IIII=III _IIII-IIII-IIII=IIII-11 I-IIII-IIII- \ 6" P.V.C. U.D. 6" U. D. \ 11 - - - - _ _ - " UED. 0.75 18" R.C.P.'-INV. 24" R.C.P, f 15" R.C.P. W/ SOCK (PERF. PIPE) BOT. EL. 0.25 INV. EL. 0.75 35 L.F. INV. EL. 1.75 EL. 0.50 I INV. EL. 1.75 INV. ELEV. 0.75 6" U. D. SECTION THROUGH UNDERDRAIN @0.0% 35 L.F. VAULT 6' U. D. \ \ TOP OF SKIMMER PLAN VIEW (90.0% N.T.S. EL. 4.2 RETENTION VAULT 16" BOT. OF SKIMMER N.T.S. EL. 2.87 0 10' 1" SLOT AND GREASE BAFFLE N.T.S. m �a'y��•+ w m RANI Qr;;6QEC P D., :E:°#47. 3t'' COPIES;Ofs,FNESt,PLANS ARF NOT VALIQ UNLESS £NBOSSf� WITH Tl#E SIGN/NC £NCIN££RS SfAL J ltd . � •`�' Project # 1031 Issue Date: 05/05/11 Revisions: No.. Date Description 0 0 0 0 0 0 0 0 W H N Norths-Igho 5o#"meo• SeauCce�t, �IKc. 900 �r Oct W W y d 0 06act C3 )� Lu W z dam' J N V irk Q tJl�j�r� Norths-Igho 5o#"meo• SeauCce�t, �IKc. 900 w1 4" Drop at All Drives 5" 1" 1-1/2"R Wearing Surface d p i P Q o i / aJ / Base y - CO7� / Compacted \1 Subgrade STRAIGHT CURB 4" Drop at All Drives 6" 2" M Wearing 3"R Surface ,D 3/4'R Base 6„. 24" r= Compacted 7�, Subgrade NOTE: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 unless otherwise shown on plans. f Curb TYPE I CURB Construction Symmetrical About DrivewayL C Face ofd to wearing Curb Surface 3` TRANSITION AT DRIVES NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2, Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing, SECTI❑N A—A Normal Valley Gutter Curb Sectio) See Index 101 SECTION B—B 2' 1' 4 46 Continuous CU SECTION C—C TYPICAL CURB CROSS SECTIONS CITY INDEX NO. 101; 1 OF 2 N.T.S. Limits of concrete !swale (r Limits of pay quantiity 'j NOTEt Subject to City Engineer's approval, To be used only in unique situations, CONCRETE SWALE DETAIL VALLEY GUTTER CURB CITY INDEX NO. 107; 1 OF 1 N.T.S. Interlocking Concrete Pale r Sand Filled Joints Concrete Sand Bedding Cours 1/2" - 1" Course Granula?- -.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'..'.'.'.'.'.......'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' Base Compacted Subgrade INSTALLATI❑N PATTERN (Pattern will vary with selected paver) TYPICAL CROSS SECTI❑N 1. Interlocking paving units shall generally be installed in accordance with manufactures requirements,. 2. Paver Thickness; 2 3/8' Residential, Light Duty Traffic; 3 1/8' Commercial, Heavy Duty Traffic 3. Concrete Pavers to conform to ASTM C936-82. 4. Course Granular Base shall be in accordance with manufactures requirements (4' min. for 2 3/8' p avers and 8' min. for 3 1/8' pavers). Granular base shall be crushed concrete or other material approved by City Engineer. 5. Coloring or dye shall be uniform throughout each concrete paver unit. Dipped or externally color -ed paver units are unacceptable. 6. Pavers shat( be installed with edge restraint and confined with cemented paver units, curbs, pourled concrete or other suitable method. 7. Final finished surface shall be of uniform elevation or slope. 8. Subgrade shall be free of clay, organics, or other materials which will allow future settlement and compacted to 98% AASHTO T-180-57. INTERLOCKING CONCRETE BLOCK PAVERS CITY INDEX NO, 113; 1 OF 1 N.T.S. 1" at All Drives Wearing Surface q: \D ::,q: Base A. -6-.'18" Compacted Subgrade.' MODIFIED CURB 5" 1" �I 1-1/2"R #3 Bar Cont. / PIN / DOWELLED CURB 1" Drop at All Drives Wearing Surface 3/4"R Base 6" . 12,, . 12" Compacted —Subgrade — NOTES: 1. There shall be a 1/2" VALLEY GUTTER CURB seal joint between back of curb and driveway. o�yJ��e< O'NOTEI Win onl if Qoge�e� -,,a' 3' Transition Side Slo ess Re uire. A o< A Back of Curb Non -slip surface require- ments, see Note 8. -o - - 0 Property / R.O.W. Line c 0 U a� Conc. Sidewalk B B11 PLAN VIEW Remove Curb if Existing ; 1 Exist Conc Drive Max Slope 1 6" 1 -_.Max- Slope � 14 1/2" Exp. Joint 1/2" Exp. Joint 14 ETYPICAL DRIVEWAY CROSS SECTION � Os' U R. a o 4' Min Residential Street 1' City R/W Q- 5' Min Arterial Street 2' County R/W t� N F -O 1/4" per Foot Back of Curb 3000 psi concrete 4" thick. Constr. 6" thick at driveways with 6"x 6"/10x10 NOTES: SECTION c welded wire fabric. (See note 7,) 1. Provide tooled joints at distances matching the width. Also EC Pr ION 13-13 place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. Remove entire Curb and Replace as Part of Sidewalk Ramp. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Textured Surface Engineer. 12 MaxSlope 5. All concrete shall be 3000 psi min. ® 28 days, with fiber �/ mesh reinforcing, j 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6"x 6"/10x10Remove to an welded wire fabric reinforcement. \1/2" Expansion Joint even joint or sawcut 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with SECTION A—A requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL CITY INDEX NIO. 109; 1 OF 3 N. T. S. Center ti2�Ze o f Stall NOTE: � CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. 2-1/2' min ---I 2" min ° N i CU 0i II II NOTES: I I I • I I 1, WHEEL STOPS TO BE PLACED 2' BACK, AS SHOWN ABOVE. CENTERED IN THE PARKING STALL 2. WHEEL STOPS CAN BE PAINTED IN 7-3/4' #3 Bar 7-1/2' #3 Bar A CONTRASTING COLOR SUCH AS TYPE A Typical TYPE C Typical GRAY, YELLOW OR BLACK, BLUE SHALL BE USED FOR HANDICAP WHEEL STEPS REINFORCED CONCRETE PARKING STALLS. CITY INDEX NO. 117; 1 OF 1 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REDRAWN BY WHEEL STOPS oDATE 1/09 CHECKED BY REINFORCED CONCRETE IN NO. G.L.B. 117 IREv. DATE DESCRIPTION APP, DESIGNED BY 1 DF 1 R.C.S. FDOT Type S-3 Asph, Conc, patch to be 2' min. thickness or match existing for thickness in excess Patch— Resurface full width of street on T+2" (8" Min. Replace Bas longitudinal Compacted installations — T Replacement base material%�`' Undisturbed Exist shall be �� Base approved by the En ineer 6„ 12' Trenclh 12'6„ per City Article Width 22 Varies; ` Trench � Compacted \fin disturbed Backfill g T=Thickness of original ��/K//1' Base ASPHAL�f MT AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY C❑NSTRUCTI❑N If this point 4' Min. is within 4' Monolithic Slab of an existing 3,000 psi joint, then Fiber Mesh oncrete the joint, a a ° ° �T..' a : a Existing Concrete) W 18" Trench 18' Min. Width Min, Varies ndisturbed Trench Side Compacted Backfill T=6" until W i\Iz////�\//jai exceeds 6', the n T=8" CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES CITY INDEX NO. 104; 1 OF 1 N, T. S. CONC. SIDEWALK Match Existing if Grass Planting or Other Existing Sidewalk Non -Walking Surface Grass Planting or Other Non -Walking Surface ---,,4'/5' 6" 6" 6" Vertical Curb RAMP CURB in Transition lid, Qom, Flow Line Exist. Type I Curb Remove Back of Curb J�51 if Existing RETURNED CURB RAMPS If "x" is less than 48" then VALLEY GUTTER CURB ISOMETRIC VIEW the slope of the flared side shall not exceed 12:1. CONC, RAMP CURB DROP CURB Textured Surface TRANSITION CURB TRANSITION BACK OF SIDEWALK ° ° o 12:1 MAX. —----------------- SECTION B—B ELEVATION A—,4FLOW LINE NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards TYPICAL SIDEWALK to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to o Depth Not Exceeding CURBCUT RAMPS 1/8" by use of Tamp or rollerin Conformance with Requirements of FDOT PHYSICALLY HANDICAPPED I Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. CITY INDEX NO. 109; 2 OF 3 N. T. S. CONIC. WALK HANDICAPPED f SIGN SEE INDEX NO. 119 RAMP DOWN CONIC. WALK ? SEE INDEX NO, 109 DE(TYPICAL) TRAFFIC BLUE 6" WIDE TRAFFIC WHITE IF�- STRIPE (TYPICAL) NOTE; All pavement markings to be thermoplastic. 2" (TYPICAL) `l 12'-0" 5-0" 17'-0" TYPICAL SINGLE HANDICAPPED STALL CITY INDEX NO. 118; 1 OF 2 N,T.S. 1 000 a �W 0 roU� sp o` 0 t a'; & m =� a� C4 0 0 0 M vV n 'a ,c C J N C a� c0v.c 4`IXzaj V C J Q � h to co © ` • S.? 6 W RAM�A. Gb .,PibU.� �,X #47431 COPIES- OF h P' PLA ��� �1( -YALIQ Ut11f *' EMBOSSED' JTN STN£ SICN/N F�NGIN££R S, SEAL Project # 1031 2. Concrete In curbs shall 1-3/4"R Revisions: sl. be 3000 psi, with fiber 9 9 fl 0 Wearing mesh reinforcing, 3/4"R �-�- Wearin • '� � Surface / O Surfac � #3 Bar, 10" Long, \. / 3/4"R.. .0::4 :: o � Base ' 36" 0. C. \ 6 Base TYPICAL CURB \a Compacted Subgrade CROSS SECTIONS Compacted Subgrade CITY INDEX IND. 101; 2 OF 2 MEDIAN CURB N.T.S. o�yJ��e< O'NOTEI Win onl if Qoge�e� -,,a' 3' Transition Side Slo ess Re uire. A o< A Back of Curb Non -slip surface require- ments, see Note 8. -o - - 0 Property / R.O.W. Line c 0 U a� Conc. Sidewalk B B11 PLAN VIEW Remove Curb if Existing ; 1 Exist Conc Drive Max Slope 1 6" 1 -_.Max- Slope � 14 1/2" Exp. Joint 1/2" Exp. Joint 14 ETYPICAL DRIVEWAY CROSS SECTION � Os' U R. a o 4' Min Residential Street 1' City R/W Q- 5' Min Arterial Street 2' County R/W t� N F -O 1/4" per Foot Back of Curb 3000 psi concrete 4" thick. Constr. 6" thick at driveways with 6"x 6"/10x10 NOTES: SECTION c welded wire fabric. (See note 7,) 1. Provide tooled joints at distances matching the width. Also EC Pr ION 13-13 place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. Remove entire Curb and Replace as Part of Sidewalk Ramp. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Textured Surface Engineer. 12 MaxSlope 5. All concrete shall be 3000 psi min. ® 28 days, with fiber �/ mesh reinforcing, j 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6"x 6"/10x10Remove to an welded wire fabric reinforcement. \1/2" Expansion Joint even joint or sawcut 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with SECTION A—A requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL CITY INDEX NIO. 109; 1 OF 3 N. T. S. Center ti2�Ze o f Stall NOTE: � CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. 2-1/2' min ---I 2" min ° N i CU 0i II II NOTES: I I I • I I 1, WHEEL STOPS TO BE PLACED 2' BACK, AS SHOWN ABOVE. CENTERED IN THE PARKING STALL 2. WHEEL STOPS CAN BE PAINTED IN 7-3/4' #3 Bar 7-1/2' #3 Bar A CONTRASTING COLOR SUCH AS TYPE A Typical TYPE C Typical GRAY, YELLOW OR BLACK, BLUE SHALL BE USED FOR HANDICAP WHEEL STEPS REINFORCED CONCRETE PARKING STALLS. CITY INDEX NO. 117; 1 OF 1 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REDRAWN BY WHEEL STOPS oDATE 1/09 CHECKED BY REINFORCED CONCRETE IN NO. G.L.B. 117 IREv. DATE DESCRIPTION APP, DESIGNED BY 1 DF 1 R.C.S. FDOT Type S-3 Asph, Conc, patch to be 2' min. thickness or match existing for thickness in excess Patch— Resurface full width of street on T+2" (8" Min. Replace Bas longitudinal Compacted installations — T Replacement base material%�`' Undisturbed Exist shall be �� Base approved by the En ineer 6„ 12' Trenclh 12'6„ per City Article Width 22 Varies; ` Trench � Compacted \fin disturbed Backfill g T=Thickness of original ��/K//1' Base ASPHAL�f MT AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY C❑NSTRUCTI❑N If this point 4' Min. is within 4' Monolithic Slab of an existing 3,000 psi joint, then Fiber Mesh oncrete the joint, a a ° ° �T..' a : a Existing Concrete) W 18" Trench 18' Min. Width Min, Varies ndisturbed Trench Side Compacted Backfill T=6" until W i\Iz////�\//jai exceeds 6', the n T=8" CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES CITY INDEX NO. 104; 1 OF 1 N, T. S. CONC. SIDEWALK Match Existing if Grass Planting or Other Existing Sidewalk Non -Walking Surface Grass Planting or Other Non -Walking Surface ---,,4'/5' 6" 6" 6" Vertical Curb RAMP CURB in Transition lid, Qom, Flow Line Exist. Type I Curb Remove Back of Curb J�51 if Existing RETURNED CURB RAMPS If "x" is less than 48" then VALLEY GUTTER CURB ISOMETRIC VIEW the slope of the flared side shall not exceed 12:1. CONC, RAMP CURB DROP CURB Textured Surface TRANSITION CURB TRANSITION BACK OF SIDEWALK ° ° o 12:1 MAX. —----------------- SECTION B—B ELEVATION A—,4FLOW LINE NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards TYPICAL SIDEWALK to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to o Depth Not Exceeding CURBCUT RAMPS 1/8" by use of Tamp or rollerin Conformance with Requirements of FDOT PHYSICALLY HANDICAPPED I Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. CITY INDEX NO. 109; 2 OF 3 N. T. S. CONIC. WALK HANDICAPPED f SIGN SEE INDEX NO. 119 RAMP DOWN CONIC. WALK ? SEE INDEX NO, 109 DE(TYPICAL) TRAFFIC BLUE 6" WIDE TRAFFIC WHITE IF�- STRIPE (TYPICAL) NOTE; All pavement markings to be thermoplastic. 2" (TYPICAL) `l 12'-0" 5-0" 17'-0" TYPICAL SINGLE HANDICAPPED STALL CITY INDEX NO. 118; 1 OF 2 N,T.S. 1 000 a �W 0 roU� sp o` 0 t a'; & m =� a� C4 0 0 0 M vV n 'a ,c C J N C a� c0v.c 4`IXzaj V C J Q � h to co © ` • S.? 6 W RAM�A. Gb .,PibU.� �,X #47431 COPIES- OF h P' PLA ��� �1( -YALIQ Ut11f *' EMBOSSED' JTN STN£ SICN/N F�NGIN££R S, SEAL Project # 1031 Issue ®ate: %,'05/06/11 Revisions: sl. No. Date Description 0 D O 0 Or Oct W W O Q LLL W UJ z V J tV U 4" W :W J „ tl� Northside 0� HANDICAPPED SIGNS /SEE INDEX N0. 119 CONC. WALK RAMP DOWNRAMP DOWN SEE INDEX NO. 109 SEE INDEX No. 109 CONC. WALK I / i V TRAFFIC WHITE ago 6" STROKE p o (TYPICAL) , 0 i 5'-0" I 2" (TYPICAL) BLUE 6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) NOTE: All pavement markings to be thermoplastic. TYPICAL DOUBLE HANDICAPPED STALL Note: 1, Cleanout Faces Downstream, 2. All Cleanouts are 6' On(y. Two -6"-1/16 (22P0) St Els ASTM D3034 -SDR 35 6" c 8" PVC Underdrain (Ref to Plans for Diameter) 6"or 8" X 6" PVC ), ` I - - - . I L I I -. CITY INDEX NO. 118; 2 OF 2 N.T.S, n,,.,. �� ru ,.,..,..-.Ut P(Ug CLEAN❑UT O 18” a c 4' 18" 2 Feet Minimum 6" or 8" Cemented Cap TERMINAL END UNDERDRAIN CLEANOUT (STORM) CITY INDEX NO, 221; 2 OF 2 N.T.S. i po Flow Gate Valve Installed Below Gra t (See Note 4) Ball Valve 90' Brass E X APPROVED R,P, DEVICES Hersey-Beeco Model 6CM Ames 5000 SS Resilient Seat Watts Model 909 or OOdS & Y Valve (Ty Conbraco 40200 Flanged Tee Flanged 90° Benek, langed Tee o 00 0 0 0 0 00 0 0 0 ---Tapped Flange Brass Nipples 2' Backflow `(Typ,) Preventer BYPASS DETAIL 90° Brass Bypass Not Shown In Profile Approved Backflow PreventeX Plate Strainer 2 Feet Maximum `— Tapped Flange — Ball Valve Gate Valve Installed By ❑ er APPROVED DOUBLE-CHECK VALVE Hersey-Beeco Model No. 2 Ames 2000 SS Watts Model 709 or 007 Conbraco 40100 Flanged Tee 0 NOTE: M.J, 90° Ben�`� Flow 1. 0 S & Y VALVE HANDLES WILL BE CHAINED AND L❑C:KED` 2. METER SETS WILL BE PAINTED AFTER INSTALLATION. 3. BYPASS PIPE P. FITTINGS SHALL BE THREADED BRASS. M,J, 90' Ben 4. GATE VALVE SHALL BE SET AT WATER MAIN, FOR ALL WATER METER Gate Valve at Water Main SETS OVER 10 FEET FROM WATER MAIN, GATE VALVE'S SHALL BE (See Note 4) INSTALLED AT THE WATER MAIN AND THE WATER METIER SET. TYPICAL COMPOUND WATER METER SET 90 0 RISE 3", 4" & 6" MODEILS CITY INDEX NO, 405; 3 OF 5 N,T,S, 1'-0" .1 1- -1 STANDARD PRE -PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM PARKING BY DISABLED PERMIT ONLY $255 FINE F. S. 318.18 WHITE BORDER SYMBOL (TOP OF THE SIGN) BLUE BACKGROUND _ I BLACK BORDER —+t & LETTERS (MIDDLE OF THE SIGN) WHITE BACKGROUND BLACK BORDER rn -•4— & LETTERS (BOTTOM OF THE SIGN) WHITE BACKGROUND Z V NOTE: N o ALL LETTERS - 1" SERIES "C" 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE °I I4 a:. p... a :• ' :.`. '.p 8" X 2'-6" CONCRETE MASS, FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH 4:1 I� d APPROXIMATELY 1/2" ABOVE LEVEL OF TURF/SOD. N 4' I 1 d TYPICAL HANDICAPPED SIGN DETAIL CITY INDEX NO. 119; 1 OF 1 N.T.S. Fire Hydrant Assem" (TypJ \� Connecting Piece w/integrally cast Mech. Joint Gland on one End-D,I, Rotatable Mech, Joint Gland on Other End. Valve and Hydrant Tee w/D.I, Rotatable Mech, Joint Gland on Plain End Branch, NOTES: MENNEN o o Meter o 0 0 o C ) Flanged 90 Bend Max. 15' - Min, 4' No. Date Uniflange ' 24" Max, a Uniflang Back of Curb a Support 1 0®®®®® 1 1 1 Gate Valve Installed Below Gr � Support 12' Suppor Gate Valve Installed By ❑er (See Note 4) Q7, 0 A7 \ 2 Feet Minimum \ / Megalug Restrainer Megalug Restrain -e< 2 Feet Maximum , NOTE: M.J, 90° Ben�`� Flow 1. 0 S & Y VALVE HANDLES WILL BE CHAINED AND L❑C:KED` 2. METER SETS WILL BE PAINTED AFTER INSTALLATION. 3. BYPASS PIPE P. FITTINGS SHALL BE THREADED BRASS. M,J, 90' Ben 4. GATE VALVE SHALL BE SET AT WATER MAIN, FOR ALL WATER METER Gate Valve at Water Main SETS OVER 10 FEET FROM WATER MAIN, GATE VALVE'S SHALL BE (See Note 4) INSTALLED AT THE WATER MAIN AND THE WATER METIER SET. TYPICAL COMPOUND WATER METER SET 90 0 RISE 3", 4" & 6" MODEILS CITY INDEX NO, 405; 3 OF 5 N,T,S, 1'-0" .1 1- -1 STANDARD PRE -PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM PARKING BY DISABLED PERMIT ONLY $255 FINE F. S. 318.18 WHITE BORDER SYMBOL (TOP OF THE SIGN) BLUE BACKGROUND _ I BLACK BORDER —+t & LETTERS (MIDDLE OF THE SIGN) WHITE BACKGROUND BLACK BORDER rn -•4— & LETTERS (BOTTOM OF THE SIGN) WHITE BACKGROUND Z V NOTE: N o ALL LETTERS - 1" SERIES "C" 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE °I I4 a:. p... a :• ' :.`. '.p 8" X 2'-6" CONCRETE MASS, FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH 4:1 I� d APPROXIMATELY 1/2" ABOVE LEVEL OF TURF/SOD. N 4' I 1 d TYPICAL HANDICAPPED SIGN DETAIL CITY INDEX NO. 119; 1 OF 1 N.T.S. Fire Hydrant Assem" (TypJ \� Connecting Piece w/integrally cast Mech. Joint Gland on one End-D,I, Rotatable Mech, Joint Gland on Other End. Valve and Hydrant Tee w/D.I, Rotatable Mech, Joint Gland on Plain End Branch, NOTES: MENNEN 1031 n� 3 � I I 18" Min. 05/05/11 Max. 15' - Min, 4' No. Date Description ' 24" Max, Back of Curb 3, ON HYDRANT RUNOUTS GREATER 1 0®®®®® 1 1 1 1• 0 0 I Edge of Pavemen-t-\ Distance Varies VALVE AT MAIN AND AT HYDRANT. 0 NOTES���/�//� I/\/\ ���\ (See Note 1)\\\\� lie J \ /\//� ONLY APPROVED 1. STEAMER CONNECTION TO V FACE STREET. Kennedy Guardian No. K -81D 2. ALL FIRE HYDRANTS TO HAVE Mueller Super Centurion No. 25 •1 1 � i1 1+ 3. FIRE HYDRANTS SHALL BE (See Note 4 Kennedy Guardian No, K -81D AVK-Nostalgic 2780 PLACED AT STREET CORNERS i Mueller Super Centurion No, 25 OR IN THE R,O.W. ADJACENT 1 TO SIDE LOT LINES I American Darling B -84-B cv Mechanical WHENEVER POSSIBLE. NMI '1 1 :1 —• E r — A. PARKING ANGLE (DEGREES) B. STALL WIDTH (FEET) C. STALL TO CURB (FEET) D. AISLE WIDTH (FEET) E. CURB LENGTH (FEET) F. MIN. OVERALL DOUBLE ROW WITH AISLE BETWEEN (FEET) STANDARD PARKING STALL CITY INDEX NO, 120; 1 OF 1 N.T.S. NOTES: 1) ALL PARKING SPACE STRIPING TO BE WHITE IN COLOR. 2) PARKING FACILITIES WITH 500 OR MORE PARKING SPACES SHALL BE IN THERMOPLASTIC. 3) ALL CITY OF CLEARWATER PROJECTS SHALL BE IN THERMOPLASTIC. 1. ON HYDRANTS REQUIRING RUNOUT LAST TWO JOINTS MUST BE RESTRAINED (SEE DETAIL 403 SHEET 2 OF 2). 2. HYDRANT RUN OUTS SHALL BE Mech, Joint Valve MAXIMUM 10 FEET OR LESS (See Note 3) FROM WATER MAIN. 1031 n� 3 � I I 18" Min. 05/05/11 Max. 15' - Min, 4' No. Date Description ' 24" Max, Back of Curb 3, ON HYDRANT RUNOUTS GREATER O O Distance Varies or THAN 10 FEET, INSTALL MECH, J❑INT 0 0 I Edge of Pavemen-t-\ Distance Varies VALVE AT MAIN AND AT HYDRANT. 0 NOTES���/�//� I/\/\ ���\ (See Note 1)\\\\� lie J \ /\//� ONLY APPROVED 1. STEAMER CONNECTION TO V FACE STREET. Kennedy Guardian No. K -81D 2. ALL FIRE HYDRANTS TO HAVE Mueller Super Centurion No. 25 5 1/4' VALVE SEAT, I Valve Box ONLY APPROVED -�— Mech, Joint American Darling B -84-B Valve 3. FIRE HYDRANTS SHALL BE (See Note 4 Kennedy Guardian No, K -81D AVK-Nostalgic 2780 PLACED AT STREET CORNERS i Mueller Super Centurion No, 25 OR IN THE R,O.W. ADJACENT 1 TO SIDE LOT LINES I American Darling B -84-B cv Mechanical WHENEVER POSSIBLE. AVK-Nostal Ic 2780 Joint Valy g TYPICAL HYDRANT SETTING PLAN VIEW CITY INDEX NO, 402, 3 OF 5 N.T.S. 18` Min, 24" Max, ONLY APPROVED Fire Hydrant Assembly 11ypJ----...- -- -' _.._... ..-. .. --- Muelter Super Centurion No. 25 American Darling B -84-B Distlance Varies (See Note 4) AVK-Nostalgic 2780 Valve Box (See Note 3) Valve Box (See Note 3) NOTES: ��` �j�j�� /\% ///, /\\/\\ \/ 1. ALL FIRE HYDRANTS TO HAVE//\/�' 5 1/4' VALVE SEAT. 2. SEE INDEX 407, SHEET 1 OF 1 FOR JACK & BORE DETAILS. 3. SEE INDEX 402, SHEET 1 OF 5 FOR VALVE BOX SETTINGS. 4. ON HYDRANT RUNOUTS GREATER Mechanical `D I THAN 10 FEET FROM THE MAIN, Joint Valve cU INSTALL MECH. J❑INT VALVE AT MAIN AND AT HYDRANT. 5. HYDRANT RUNOUTS SHALL BE MAX. 10 FEET OR LESS FROM WATER MAIN, MADE OF DUCTILE IR❑N PIPE. D.I.P. Connecting Piece w/integral) Restrlaining Tapping Sleeve& Val e Exist. Water Main cast Mech. Joint Gland on Joint By City, Fee by one End-D.I, Rotatable Me (Typ.) Owner or Contrac r, Joint Gland on Other E TYPICAL FIRE HYDRANT SETTING CITY INDEX NO. 402; 5 OF 5 IN.T,S 4. SEE INDEX 402, SHEET 1 OF 5 FOR TYPICAL VALVE BOX SETTINGS. 5, SEE INDEX 402, SHEET 3 OF 5 FOR TYPICAL C❑NNECTI❑NS & FITTINGS. 6. HYDRANT RUN OUTS SHALL BE tL� ",*, MAXIMUM 10 FEET OR LESS I I Restraining Joint (Typ,) FROM WATER MAIN, 7. ON HYDRANT RUNOUTS GREATER THAN TYPICAL FIRE HYDRANT SETTING 10 FEET FROM THE MAIN, INSTALL MECH. J❑INT VALVE AT MAIN AND AT HYDRANT. CITY INDEX NO, 402; 4 OF 5 N.T.S. to d1 0) M � C � N 00 V M Cz 44 4 w df w a //0� v/ CX O M • V 0 p ,C CN C J 0 C ago 0 z u'0 5 ru h J C > 09 Cx Q � o . Q � W to `o c C`)O nU0 �`rP111iix..0 L LU < ' m/i UJI GIoeL°„Ph.D., P.E_;R#47434W4f�5SE PLANS•;,jWr VAUD'UNLESS r1rif JI 'tilGNING 'ENGINEERS SEAL Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 0 O O 0 0 0 0 W 0 � Q Z Northside G`"sr�tcteenCrs y Se�cuCced, �%rc. 0 W 0 W LU � Q Z lie J N C.� V Northside G`"sr�tcteenCrs y Se�cuCced, �%rc. 0 0 It 1 I L xz— Ebba Iron Megalug (Typ,) Ebba Iron 17Series\(T ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE. 8' PVC MAXIMUM SIZE USED IN SYSTEM NOM, ELB❑WS (deg,) VALVE PIPE TEES DEAD SIZE 11.25 22,50 45 90 BRANCH END LENGTH IN FEET (L) 4" 2 4 9 21 28 46 6" 3 6 12 29 47 65 8° 4 8 16 38 66 85 THE F❑LL❑WING JOINTS MUST BE RESTRAINED IN ALL APPLICATI❑NS. 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 A 1. BEND - INLET AND OUTLET 0 0 0 0 2. TEE - OUTLET BRANCH 0 3. OFFSETS - INLET AND OUTLET NOTE: 4. CAPS THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE 5. PLUGS EBBA IRON MEGALLIG RESTRAINERS, 6. DEAD ENDS THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS EBBA IR❑N 1500 SIERIES RESTRAINERS, PVC PIPE THRUST RESTRAINING CITY INDEX NO, 403; 1 OF 2 N.T.S. Fire Department Connections e, All fire department connections shall be located on the private property unless an exception is issued in writing by the authority having jurisdiction (AHJ). Sluch connection shall be a two and one half-inch (2 1/2") Siamese connection verified by the .A.HJ. All buildings constructed with a Standpipe System will be required to install a minimum of 2 Fixe Department Connections. A valve may be required to be installed at the bottom of the stair to act as an. emergency FDC. w KNCX rapid entry FDC covers are required. The order form can be Obtained at the Fire Prevention Office. * All fire department connections (FDC) shall be yard FDC and shall be a rniinimum of 15 ft. from the protected building. ® Freestanding FDC piping shall be capable of supporting and/or resisting th+e weight and lateral forces applied by connecting (2) three -inch (3") hose limes when subjected -to a minimum of 150 psi, 1 le check valve assem 1 v New FDC locations shall not be located on any double b y. o The FDC shall be a two and one half inch (2 1/2") connection listed for use as a fire department sprinkler connection. The two and one half inch (2 1/2") connection shall be in accordance with design specifications as stated in N]FPA 1963, Standard for Fire Hose Connections. ® The FDC shall be arranged so that the connection is between thirty inches ((30") and thirty-six inches (36") above the finished grade at the location of the connection. e A supporting fire hydrant shall be within 25-50 feet of the FDC. (up to 1001' may be granted with Fire Marshal approval) 0 The FHA(s) and FDC location shall be coordinated with the Fire Prevention Division. 0 When separate (not a combination system) standpipe and sprinkler systems are individual fire departmentconnections e required with ac a provided, c, nn areach m rlked as s '. t i h f to the system they serve, i e. he connection serving the fire sprinkler system shall be noted "Sprinkler" and the connection serving a standpipe shall be noted "Standpipe". Approval for locating one or both of these Fire Department Connections in a location other than the private property side of the fire line backflow preventer as provided above must be obtained in writing from the authority having jurisdiction (A.H.J.). v The fire hydrant shall be on the same side of the street as the fire department connection. EXTRA STRENGTH FILTER FABRIC — NEEDED WITHOUT WIRE MESH SUPPOR STEEL OR - WOOD POST STEEL OR WOOD POST 36" HIGH MAX: T_ 12" MIN. i i 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX SPACING WITHOUT WIRE SUPPORT FENCE PONDING HT. FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST RUNOFF 9" MAX. (RECOMMENDED) STORAGE HT. 12" MIN. — L W- FLOW PONDING HT. I I,: RUNOFF III-- n I-- I --I I I- -I x b" TRENCH —I III—I CRA} WITH COMPACTED III— I—I BACKFILL _ --III III - I �IIIIII ,I'IIIII� STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SPACING OF POSTS FILTER FABRIC TO BE 6-10 FEET APART MATERIAL FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6—INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS FILTER FABRIC MATERIAL SECURELY FASTENED TO THE ATTACHING TWO SILT FENCES POSTS OR IF USED THE WIRE MESH APPROXIMATELY 8 INCHES OF FILTER PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO SECOND FENCE A TRENCH AND BE — INSIDE THE END ANCHORED WITH — POST OF THE COMPACTED FIRST FENCE BACKFILL MATERIAL WOOD OR ROTATE BOTH STEEL POST POSTS AT LEAST 180 DEGREES IN RUNOFF -- A CLOCKWISE DIRECTION TO \ CREATE TIHET %� FABRIC MATERIAL 10 INCHES DIRECTION OF RUNOFF WATERS (MIN) \ APPROXIMATE + + + DRIVE BOTH 4—INCH BY _ POSTS ABOUT 10 ,'X \��\ 4—INCH TRENCH INCHES INTO THE GROU BURY NFLAP D CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY INSTALLING A FILTER BVID DAT CHECKED BY FABRIC SILT FENCE INDEX NO. B.G. 607 REV. DATE DESCRIPTION qpp. DESIGNED BY 1 OF 3 P4 �Ohl 0 UJ O w Ld A A z z 2. Li Y a O a- .2 :2 %NPN � 5qo PLAN VIEW ATTACH FILTER FABRIC SECURELY TO 2"x 4" WOOD FRAME, OVERLAPPING FABRIC TO NEXT STAKE TOP FRAME NECESSARY FOR STABILITY PONDING HT. 2"x 4" WOOD FRAME 4 SIDES OF D.I. X1 X Q Q j� � /\1 71, tc//. 'DROP INLET (V SECTION A—A NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2. USE 2"x 4" WOOD OR EQUIVALENT METAL STAKES. (3 FT. MIN. LENGTH) 3. INSTALL 2"x 4" WOOD TOP FRAME TO INSURE STABILITY. 4. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DNovoY TEMPORARY SEDIMENT DATE CHECKED BY BARRIER AT DROP INLET INDEX NO. B.G. 608 REV. DATE DESCRIPTION qpp, [DESIGNED BY 1 OF 2 1. Set Stakes 16�,I I 11 3. Staple Filter Material To Stakes And Extend It Into The Trench •. /III Ilr,l 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes 4. Backfill And Compact The Excavated Soil Sheet Flow Installation (Perspective View) I I A �7 ❑ a Max A B Flow I — ,��%ltims�\l=,-,.=}�i,\l Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) �4„ 2" x 4" WOOD FRAME xj, 6 %' yT '; I I I T''yl GATHER EXCESS l FABRIC AT CORNERS Isometric View STAKE FABRIC / Z 04, D Elevation of Stake and Fabric Orientation Specific Application This method of inlet protection is applicable where the inlet drains in a relatively flat area (slope no greater than 5%) where the inlet sheet of overlandflows (not exceeding 1 c.f.s.) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN Y TEMPORARY SEDIMENT DATE Nov/02 CHECKED BY BARRIER AT DROP INLET INDEX NO. B. G. 608 DESIGNED BY 2 OF 2 Lo `oa� 0) M 00 0 F loi o LL �r V M o a! 0 w 0 0 0 M V m ro C ,CZ J N c CK Z5 �w H �Z5 M o v� ,-5 C o 0 .I; m cr VQ0V �, � `,.' ?' .�� ,Ih-•-��.t;l iii A'Ox UJ RAM A:!� QEL,Ah.D,, F,E:"} 7431 COPIES OF TNES£ PLANS:AR£,Nor VALID UNLESS EMBOSSED WON'TN$ /SIGNING) ENGINEERS SEAL )ri f rfr•I®f.11���l� Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 A 0 0 0 0 0 0 1 01111; 5/8 IN. POLYPROPYLENE ROPE 1/4 IN. TIE ROPE \ FLOATATION (I - 14'-8" II FOLDS FOR COMPACT STORAGE ACCORDING TO NEED FABRICS AV /ECONOMYTH Z. 300 LB/IN. S ---------- ------ --- 6' dia. Steel 6' NYLON REINFORCED VINYL AILABLE TANDARD 1/4 IN, CHAIN ALL SEAMS HEAT SEALED (BLOW-UP OF SHACKLE CONNECTION) O TYPE I GALVANIZED 24 SAFETY HOOK TOP LOAD LINE # 5/16 VINYL COATED CABLE 18 (OR 22) OZ. VINYL COVERED NYLON WATER SEAL STRESS PLATE (TO REMOVE FLOATATION PVC SLOT -CONNECTOR PRESSURE FROM FLOATS 100 FT. STANDARD LENGTH DEPTH ACCORDING TO NEED STRESS BAND STRESS PLATE TYPE II FOLDS EVERY 6 FEET 5/16 IN. CHAIN -J BALLAST & LOAD LINE TYPE 111 STRESS BAND 22 OZ NYLON REINFORCED VINYL -\ X DEPTH ACCORDING TO NEED I; / #24 SAFETY HOOK J STRESS PLATE 5/16 VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO REDUCE STRAIN) PVC SLOT - CONNECTOR 0 LAP LINK J 5/16 IN. CHAIN FLOATATION ORIENTATION WHEN INSTALLED (TIDAL SITUATION — TYPE III) AUTOMATIC FLASHING NOTE: ANCHORING WITH BUOYS, LIGHT (ON AT DUSK - AS SHOWN, REMOVES ALL BUOY ATTACH LINES OFF AT DAWN) 100' VERTICAL FORCES FROM THE TO SHACKLE ON CENTER SHALL BE CURTAIN, HENCE, THE CURTAIN USED IN NAVIGABLE WILL NOT SINK FROM WIND OR I I CHANNELS ONLY CURRENT LOADS, MIN. 2' STANDARD CONTAINMENT '-i,- SYSTEMS LIGHT BUOY WATER SURFACE �. 5' 5' �I oo ANCHOR (AS RECOMMENDED BY THE MANUFACTURER) oa MIN. 12'� CURTAIN \` RIVERBED Tie beam with 1-#5 rebar continuous 12' swing gate clearance min, (typ.) 1-#5 at 4' 6 drop center pin (typ,) Grade 14" ,I\ i CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY FLOATING TURBIDITY DABVD02 CHECKED BY BARRIER INDEX NO. DESIRED BY G. TYPE III 609 REV. DATE DESCRIPTION App, 2 OF 2 8 � 6 -J Z3000 p.s.i. concrete slab - 8'x 16' concrete with fiber mesh reinforcing Footing - monolithic, min 6' w/ 2- #5 rebar (ttyp,) thickness, 6'x6'/ 10x10 W.W,F, ELEVATION N.T.S. NOTES; 1.) WALLS a.) New construction: maximum 6'-0' high and constructed of concrete block (8"x8"x16"). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3-802 Materials) b.) Existing: maximum 6'-0' high replacement materials can be made of the some materials as long as they are made of approved opaque material. 2.) FOOTINGS 8"x16" concrete w/2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w/imbedded 6"x6"/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1-#5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats inserted in galvanized steel mesh fabric, hinge -mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD 3'-6" high, 6" diameter steel pipe bollard filled with concrete, painted traffic yellow, imbedded 3'-0" deep in 18" concrete foundation. (See Detail) ANCHOR PT. SHORELINE - LIMITS OF CONSTRUCTION ANCHOR PT. TYPICAL LAYOUTS STREAMS, PONDS, AND LAKES (PROTECTED AND NON—TIDAL) STREAM FLOW SHORELINE STAKE OR ANCHOR EVERY 100' (TYPICAL) FILL AREA * THIS DISTANCE IS VARIABLE TRUBIDITY CURTAIN CURTAIN TIDAL WATERS AND/OR HEAVY WIND AND WAVE ACTION FLOOD nonnncrrn -Tnr BARRIER MOVEMENT SHORELINE SHORELINE �7 DUE TO TIDAL CHANGE ANCHOR PT. ANCHOR PT. FILL AREA * THIS DISTANCE IS VARIABLE CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), during grouted masonry work. 1.. All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or eiquivalent) at 16' o.c.. 4:. Hollow Load-bearing Concrete Masonry Units shall be normal weight conforming to ASTM C-90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7,. Minimum 3" X 3" clean-out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after masonry inspection -provided in accordance with ACI 531-4.6, and before grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the Y2", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. 1, UT, On Ramps That Are Perpendiwlor With The Curb Line. The Pomo Pattern Shall Se /n dine 1.6' Yin. With rhe Direcllon Of Tiwel. On Raps 24" llax lnlersecting Curbs On A Rodlus, The Dame s2" Pdtn Stvfl Be ln-Lfhe With The 01rea110n Edge Of Delectabre� �/ Of Trwel To The Extent P—fl f. Warnlry �\ 0.9" Mtn. O 4' Dax..{ D.z^ : D.ozv— `Trw fad Dome—rntegnrt Dome y= O O O The top width of the dame shall be o minfnum of 50% and a maximum of 65% of the toss diameter. O O O O TRUNCATED DOE Bo -to-bu. spocing s&11 be 0.65' ./.Imam bet- domes. PLAN VIEW AN Sidewalk Curb Ramps Shall Have Detectable Warnlrq Surfaces Thur EId The Fult Width Of The Ramp AM in Thr Dir.H. Of Trw,i 24 bkhes f 6/0 —, Fm The Da^R Of Curb. CURB RAMP DETECTABLE WARNING DETAIL PICTORIAL VIEWS TYPICAL PLACEMENT OF DETECTABLE WARNING ON CURB RAMPS z' PLAN t Curb Necessary! % l��z + ural y Strip LO �RA,M A)136h, PtD., P.E. #47431 y. COPIES VC.THESE-PLANS ARE NQT VALID UNLESS rfNBOSSED''WITIi THE SlGN�G ENGINEER's SEAL r, ,++ 'i Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 0 0 0 0 - 14'-8" I I ---------- ------ --- 6' dia. Steel 6' Cf • i bollards a p cont. Filled (typ\ OI UU y® 10'-B" I U I I Q I I � I I I I I U Q Q) I I z� _0 I ci 0- I N 48" i I I � V) 12' Maxi clearance min. Gr I 00 •i I I i i I swing gate 4' j i i I (typ.) Min. I I I I I PLAN drop pin N.T.S. hole (typ,) 5/16 IN. CHAIN -J BALLAST & LOAD LINE TYPE 111 STRESS BAND 22 OZ NYLON REINFORCED VINYL -\ X DEPTH ACCORDING TO NEED I; / #24 SAFETY HOOK J STRESS PLATE 5/16 VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO REDUCE STRAIN) PVC SLOT - CONNECTOR 0 LAP LINK J 5/16 IN. CHAIN FLOATATION ORIENTATION WHEN INSTALLED (TIDAL SITUATION — TYPE III) AUTOMATIC FLASHING NOTE: ANCHORING WITH BUOYS, LIGHT (ON AT DUSK - AS SHOWN, REMOVES ALL BUOY ATTACH LINES OFF AT DAWN) 100' VERTICAL FORCES FROM THE TO SHACKLE ON CENTER SHALL BE CURTAIN, HENCE, THE CURTAIN USED IN NAVIGABLE WILL NOT SINK FROM WIND OR I I CHANNELS ONLY CURRENT LOADS, MIN. 2' STANDARD CONTAINMENT '-i,- SYSTEMS LIGHT BUOY WATER SURFACE �. 5' 5' �I oo ANCHOR (AS RECOMMENDED BY THE MANUFACTURER) oa MIN. 12'� CURTAIN \` RIVERBED Tie beam with 1-#5 rebar continuous 12' swing gate clearance min, (typ.) 1-#5 at 4' 6 drop center pin (typ,) Grade 14" ,I\ i CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY FLOATING TURBIDITY DABVD02 CHECKED BY BARRIER INDEX NO. DESIRED BY G. TYPE III 609 REV. DATE DESCRIPTION App, 2 OF 2 8 � 6 -J Z3000 p.s.i. concrete slab - 8'x 16' concrete with fiber mesh reinforcing Footing - monolithic, min 6' w/ 2- #5 rebar (ttyp,) thickness, 6'x6'/ 10x10 W.W,F, ELEVATION N.T.S. NOTES; 1.) WALLS a.) New construction: maximum 6'-0' high and constructed of concrete block (8"x8"x16"). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3-802 Materials) b.) Existing: maximum 6'-0' high replacement materials can be made of the some materials as long as they are made of approved opaque material. 2.) FOOTINGS 8"x16" concrete w/2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w/imbedded 6"x6"/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1-#5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats inserted in galvanized steel mesh fabric, hinge -mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD 3'-6" high, 6" diameter steel pipe bollard filled with concrete, painted traffic yellow, imbedded 3'-0" deep in 18" concrete foundation. (See Detail) ANCHOR PT. SHORELINE - LIMITS OF CONSTRUCTION ANCHOR PT. TYPICAL LAYOUTS STREAMS, PONDS, AND LAKES (PROTECTED AND NON—TIDAL) STREAM FLOW SHORELINE STAKE OR ANCHOR EVERY 100' (TYPICAL) FILL AREA * THIS DISTANCE IS VARIABLE TRUBIDITY CURTAIN CURTAIN TIDAL WATERS AND/OR HEAVY WIND AND WAVE ACTION FLOOD nonnncrrn -Tnr BARRIER MOVEMENT SHORELINE SHORELINE �7 DUE TO TIDAL CHANGE ANCHOR PT. ANCHOR PT. FILL AREA * THIS DISTANCE IS VARIABLE CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), during grouted masonry work. 1.. All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or eiquivalent) at 16' o.c.. 4:. Hollow Load-bearing Concrete Masonry Units shall be normal weight conforming to ASTM C-90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7,. Minimum 3" X 3" clean-out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after masonry inspection -provided in accordance with ACI 531-4.6, and before grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the Y2", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. 1, UT, On Ramps That Are Perpendiwlor With The Curb Line. The Pomo Pattern Shall Se /n dine 1.6' Yin. With rhe Direcllon Of Tiwel. On Raps 24" llax lnlersecting Curbs On A Rodlus, The Dame s2" Pdtn Stvfl Be ln-Lfhe With The 01rea110n Edge Of Delectabre� �/ Of Trwel To The Extent P—fl f. Warnlry �\ 0.9" Mtn. O 4' Dax..{ D.z^ : D.ozv— `Trw fad Dome—rntegnrt Dome y= O O O The top width of the dame shall be o minfnum of 50% and a maximum of 65% of the toss diameter. O O O O TRUNCATED DOE Bo -to-bu. spocing s&11 be 0.65' ./.Imam bet- domes. PLAN VIEW AN Sidewalk Curb Ramps Shall Have Detectable Warnlrq Surfaces Thur EId The Fult Width Of The Ramp AM in Thr Dir.H. Of Trw,i 24 bkhes f 6/0 —, Fm The Da^R Of Curb. CURB RAMP DETECTABLE WARNING DETAIL PICTORIAL VIEWS TYPICAL PLACEMENT OF DETECTABLE WARNING ON CURB RAMPS z' PLAN t Curb Necessary! % l��z + ural y Strip LO �RA,M A)136h, PtD., P.E. #47431 y. COPIES VC.THESE-PLANS ARE NQT VALID UNLESS rfNBOSSED''WITIi THE SlGN�G ENGINEER's SEAL r, ,++ 'i Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 0 0 0 0 �esy�ce�y .S'e�cvCced, %pct. Cf a W Z UU y® Q W ® Q W z� CF) ' J N V s W �esy�ce�y .S'e�cvCced, %pct. If V PLANT 5CH EDU LE ACCENT TREE QTY BOTANICAL NAME Cu 4 Coccoloba uvifera PALM TREES QTY BOTANICAL NAME 5p 35 Sabal palmetto 5HADIE TREE QTY BOTANICAL NAME MA NDA LA Y C HA N N E L CE I I Conocarpu5 erectus C5 G Conocarpu5 erectus 5erlceu5 J5 14 Jumperu5 5111cicola Mg 3 Magnolia grandiflora 'D.D. Blanchard' TM ML 10 Magnolia grandiflora 'Little Gem' Qv 7 Quercus virginiana TA2 5 Tabebuia argentea Ua b UImu5 alata T PLANT 5CH EDU LE C -WPI IRC C52 LJ Mf P5 Pr Pm Td V5 CI -IPI IR APFAC Ki Zf GROUND COVEK5 JP L5g 55 Ta QTY BOTANICAL NAME 29 Clu5ia mayor 150 Conocarpu5 erectus 5erlceu5 7 Ligu5trum Japonicum 400 Myrcianthes fragran5 'cornpacta' 42 Philodendron 5elloum 38 Phoenix roebelenii G Podocarpu5 macrophyllu5 129 Trip5acum dactyloides nan;a 179 Viburnum 5u5pen5um QTY BOTANICAL NAME 140 Ilex vomitoria '5chlllin95 Dwarf' 507 Rhaphiolepi5 Indica 'Alba' 379 Zamia floridana QTY BOTANICAL NAME 83G Junlperu5 chinen515 'Par5olmi' 1,519 Llriope mu5carl 'super Green Giant' 6,037 5f 5tenotaphrum 5ecundatum 'Florham' 1,304 Trachelo5permum a5iaticurrn 'A5latic' COMPLETE PLANT TABLE ON SHEET L1.3 NOTE 5 AND D ETA I L5 5 H EET L 1.4 0 20 40 60 feet SCALE: 1" = 20' BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727-521-1684, FAX: 727-527-7422, E-MAIL:BDGIOTAMPABAY.RR.COM DRAWN BY: RON BELKO CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER CERTIFIED ARBORIST # FL -1235A MM QroiOEE, Ph; Dry;,P:E: #47431pr COPIES 6"PLINS ARE NOT VALID UNLESS BGSSED M(TH IH£ SIGNING ENGINEERS SEAL +. tit•. � Project # 1031 Issue Date: 05/05111 Revisions: No. Date Description 0 0 0 0 0 0 t1 I PLANT 5Cf1EDULE COMPLETE PLANT TAP LE ON 5 h E ET L1.3 NOTE 5 AND D ETA I L5 5 N EET L 1.4 PLANT SCHEDULE 129 Trip5acum dactyloides nana SHRUBS QTY ACCENT TREE QTY BOTANICAL NAME Clu5ia mayor Cu 4 Coccoloba uvlfera �.. PALM TREES QTY BOTANICAL NAME J 5p 35 Sabal palmetto Philodendron 5elloum SHADE TREE QTY BOTANICAL NAME Pm CE F I Conocarpu5 erectus 6,037 5f Cs G Conocarpu5 erectus 5erlceu5 Trachelo5permum a5laticum 'A5iati J5 14 Juniperu5 5illcicola Mg 3 Magnolia cyandiflora 'D.D. Blanchard' TM "- ML 10 Magnolia grandiflora 'Little Gem' Qv 7 Quercus virginlana TA2 8 Tabebuia arcgentea Ua 6 UImu5 alata COMPLETE PLANT TAP LE ON 5 h E ET L1.3 NOTE 5 AND D ETA I L5 5 N EET L 1.4 PLANT SCHEDULE Td 129 Trip5acum dactyloides nana SHRUBS QTY BOTANICAL NAME Cm 29 Clu5ia mayor C52 150 Conocarpu5 erectus 5erlceu5 LJ 7 Llgu5trum japonicum Mf 400 Myrcianthe5 fragran5 'compacta' P5 42 Philodendron 5elloum Pr 38 Phoenix roebelenii , Pm G Podocarpu5 macrophyllu5 Td 129 Trip5acum dactyloides nana V5 179 Viburnum 5u5pen5um SHRUB AREAS QTY BOTANICAL NAME Iv 140 Ilex vomitoria '5chiIImj5 Dwarf' RI 507 Rhaphiolepi5 indica 'Alba' Zf 379 Zamia floridana GROUND COVERS QTY BOTANICAL NAME JP 836 Juniperu5 chmensl5 'Par5onli' L5g 1,619 Liriope mu5can 'Super Green Giant' 55 6,037 5f 5tenotaphrum 5ecundatum ' Florltam' Ta 1,304 Trachelo5permum a5laticum 'A5iati �p Eu' 1486sf Ss -EX. 8" PVC RECLAIMED WATER , ® 2 Ex. 8" PVC RECLAIMED WATER CFS • 218 19 �'�""' �" "� "' _ ■■� >. '' RADIUS=190.00' JP Zf Delta=39°1524" 48 / :,: „,t , .a.1.I&WhimJAW xim0 7 C .on fim go sm go ARC =13 0 18' RADIUS=190.00QV Delta=24°56'46" (P) CHORD=127.65 ARC=82.73' (P) BEARING = S69001'23"E CHORD=82.07 (P� C /�`: BEARING=S 61 °52 04 E (P) 5G r,n SANITARY MANHOLE 3,0 1 sf JP, I, X3 Pr U ® JS / / 34 Ls '' 'f 1- r 15025f ppi 55. �.: 48 RI GA0_93439' 3G i l I .r- i.7 �-- ` JP pPl � . � - -�, 14 � 83 1Y1 Td McJ143 (53] 000 QV 0o 1/ WINDWARD PAC AGESS roP ELC-V. =+.01 , (�\/ 3 -- — — ---_-- ----- - -- -- -- - 3-- --` S 29 -(80 21 1 UPfLPPr V GUYS Td ' TER ---EX. h" WATER-- 27 3 2G 2 G\QP J P M - — —Iv CONS . CUr2E3_.-- i_, I -t pcyPG4 Ua —,:+:. 20" N ! UTJLI—TY 18"/19„��U1.�” r� ,,'f ` ' { °� :I �/1 --OH bV- _ RWM_E=L UL_T __ n TRIPLE ,_t. ' ; ; `;'' '`' { '' ;,'j `G `-.'�..� �•/,/� , \ .,, o .y. -'`.J I -I W'------ - -7--i-="U ,I.���.,I1, I / 1i r 'r ,• II 7' QUAD Jr 4 _ S 49-23 41 E 11 89. c,I)ys .t i 7" _ p,� I , .� � 2 2 t _ �l EX. 6" 0 3 2 3 30 37 3 Sp :�; Sp S Sp 1 ��TOIF-RY BUILDING o � ® 7 7- - O''7 BO LARD H -2j I]",. if r E001�, EEE V. 9,53 Ps Ps 3 PS ANDPI Ps 3 G5 � — ;i- 7 3 Sp Sp 1171 � 1` i. '` �l 12 2 Ta Zf 7 147 rr -2j ®�' Ex. E,,,E717-7Ta WATER ! ® I I I I El I P5 ' 134 BLOCK C W 3 Mf Qo EXISTING A'�PHAL_T �^ PARKING 5' UTILITY EASEMENT - — — — o (1-0 13E VERIFIED IN FIELDS I 83 S 7 JP p 449 RI . Ta ' TA2 Ua 44 20' 50 DN x - - I. t NEW PARKING GARAGE 23 11 Vs im NOTE: THE VERTICAL HEIGHT CLEARANCE FOR COVERED PARKING SHALL BE A MINIMUM OF 8'-2" FROM THE GROUND TO THE LOWEST OVER HANGING STRUCTURE. Ro`�J 2 ML Ta , Revisions: a 2 •,mak. t. �3 � �� J y Gav) M L 6 oQ w aQ l'll; ;.:It, -ti oZ�� • � O N O 2 N N Rl J Ro`�J 2 ML Ta 1. , Revisions: a 2 •,mak. t. �3 � �� J y Gav) M L 6 oQ w aQ 1� -ti oZ�� • � O N O 2 N N Rl J � � o a CL 0 0 o0 ao (n z V) oQ sae a. ow V1�2�N W�� �p I 11111►� 1. , Revisions: a 2 •,mak. t. �3 � �� J y Gav) M L 6 oQ w aQ >' oZ�� 0 46 W aJJ O N O 2 N N Rl J � � o a CL 0 0 o0 ao (n z V) oQ sae a. ow V1�2�N W�� — 60 ML 46 _ Ta Rl BUS PARKING N 49°23'41 " W BUS PARKING 0 20 40 60 feet 7L7L7M--7"7 SCALE: 1" = 20' 225.00 N 49°23'41 "W 4 JS 2 JS BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727-521-1684, FAX: 727-527-7422, E-MAIL:BDGIOTAMPABAY.RR.COM DRAWN BY: RON BELKO CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER CERTIFIED ARBORIST # FL -1235A i1j���tr1r, , Revisions: a " • • i f • (/,. • .t � �$> •,mak. t. �3 � �� J y ���.; 6 Lq >' O RAM k. GRELPh': qri P.1�#47431 O COPIES Or Wi�p4' Pty 1$ A 4 NOT VALID UM ,,5 EMBOSSED', I TNf SIC,YII�G,(` ¢yN+ER SEAL ` f• 0 Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 0 O O O 0 Q C� Q W W CD z Oct co CL U. W � Q W z Q Q cn UJ N W qY PLANT 5CN EDU LE ACCENT TREE ,W U�l E_:� -r I At GD GG j, •p Gvb pG G. � nOD- •D pGG fi- 5HRUB5 0 O ns 0 0 SHRUB AREAS CODE QTY COMMON NAME Cu 4 Sea Grape CODE QTY COMMON NAME 5p 35 Cabbage Palmetto CODE QTY COMMON NAME CE I I Buttonwood Cs G Silver Button Wood J5 14 Southern Red Cedar Mg 3 Southern Magnolia BOTANICAL NAME Coccoloba uvifera BOTANICAL NAME 5abal palmetto BOTANICAL NAME Conocarpus erectus Conocarpus erectus sericeus Juniperus sillcicola CONT 30 gal CONT B*B CONT 25 gal 30 gal 30 gal Magnolia grandiflora 'D.D. Blanchard' TM 30 gal ML 10 Dwarf Southern Magnolia Magnolia grandiflora 'Little Gem' Qv 7 Southern Live Oak v�ir6linlana TA2 8 Silver Trumpet Tabebuia argentea Ua 8 CODE QTY Cm 29 Cs2 150 LJ 7 Mf 400 Ps 42 Pr 38 Pm 4 Td 129 Vs 179 CODE QTY Iv 140 Ri 807 Zf 379 GROUND COVERS CODE QTY JP 63G Lsg 1,619 jr •�^�I�il,�t'�I Winged Elm COMMON NAME Ulmus alata BOTANICAL NAME Pitch Apple Clusia major Silver Button Wood Conocarpus erectus sericeus Japanese Privet Ligustrum japonicum Compact 51mp5on'5 Stopper Myrcianthes fragrans 'compacta' Split Leaf Philodendron Philodendron selloum Pigmy Date Palm Multi -Trunk Phoenix roebelenii Yew Pine Podocarpus macrophyllus Dwarf Fakahatchee Grass Tripsacum dactyloides nana 5andankwa Viburnum Viburnum suspensum COMMON NAME BOTANICAL NAME Dwarf Schillings Holly Ilex vomitoria '5chillmg5 Dwarf' White Indian Hawthorn Khaphiolepis indica 'Alba' Coontie Palm Zamia floridana COMMON NAME BOTANICAL NAME Parson) Juniper Juniperus chmensis 'Parsonii' Super Green Giant Lily Turf Liriope muscan 'Super Green Giant' 55 6,037 sf Ploritam St. Augustine Sod 5tenotaphrum secundatum ' Ploritam' `. Ta 1,304 Asiatic Jasmine Trachelospermum asiaticum 'Asiatic' 45 gal CAL HT GR,—,,.,_ 2"Cal 8-10' H Florida #I CAL HT GR Robust 101+ CT Florida #I CAL HT GR 2.5"Cal 10-1 2' H Florida # I 2.5"Cal 10-1 2' H Florida #I 2.5"Cal �8- I O' H Florida #I 2.5"Cal 10-1 2' H Florid 2.5"Cal T8- I"0'' H� 30 gal 2.5"Cal 10-1 2' H Florid 25 gal 2.5"Cal10'r H ) Florid 25 gal 2.5"Cal 10-1 2' H Florida #I CONT HT 7 gal 48" H 3 gal 24" H 45 gal 8' x 8' 3 gal 24" H 7 gal 30 H B * B 72"H 3 gal 24" H 3 gal 24" H 3 gal 24" H CONT HT 3 gal@ 30" cc 14"+ 3 gal@ 30" cc 14"+ 3 gal@ 30 cc 18"+ CONT GK 3 gal@ 24" cc Florida #I I gal@ 18" cc Florida #I sod Florida #I I gal@ 18" cc Florida #I 5PAC GK As Shown Florida # I 30" OC Florida #I As Shown Florida # I 30" OC Florida #I 48" OC Florida #I As Shown Florida # I 30" OC Florida #I 48" OC Florida # I 30" OC Florida # I Section 3-1204. - Installation and maintenance. A. All required landscaping shall be installed in accordance with an approved landscape plan, including all specified conditions to a particular development approval, and inspected prior to the issuance of a certificate of occupancy. In the event there are any changes to the approved landscape plan, such changes must be reviewed and approved and noted on the plan prior to notification for the final inspection for a certificate of occupancy. B. All landscaped areas must be covered with shrubs, ground cover, turf, three inches of organic mulch or other suitable material which permits percolation. Where mulch is used, it must be protected from washing out of the planting bed. Inorganic mulch, such as gravel or rock, should only be used where washouts occur. Plastic sheets shall not be installed under mulches. C. Trees which are balled and burlapped must have the burlap removed or folded down at the time of planting. All twine or rope must be removed. If wire baskets are used, the upper rows must be cut before planting. If stakes or guy wires are used to support a tree, the wire must be covered with protective material where it is in contact with the tree and the stakes or guy wires must be removed after one year. D. All landscaping required by this division must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas or sidewalks. These protective devices shall have a minimum height of six inches above grade. E. Landscaping shall be installed in a manner which minimizes conflicts between the landscaping and signage and utilities. F. No parking, display of vehicles or outdoor storage or display of merchandise is permitted in or over any required landscaped area, nor are vehicles permitted to overhang any required landscaped area. Soil in which required landscaping is to be installed must be generally indigenous to the locale. Soil must be loose, friable and free of limestone and other construction materials, roadbase material, rocks, weeds, grasses, hardpan clay or other debris. pH shall be adjusted where necessary to be compatible with the plant species being installed. Soil shall be slightly swaled to retain surface stormwater. Backfill soil material shall be thoroughly watered in and around plant root balls to prevent any air pockets. The use of amended and enriched soils may be required where necessary to increase the water retention capabilities of soils in order to reduce the amount of watering needed to meet the landscaping's water requirements. H. To minimize traffic hazards, at street or driveway intersections, all landscaping installations must provide unobstructed views in accordance with the sight triangle requirements in Article 3, Division 9. The owner and tenant, if any, are ,Jointly and severally responsible for the regular and continuous maintenance and protection of all required landscaping, including the irrigation system, which shall be maintained in a healthy growing condition so as to present a neat and orderly appearance, free from refuse, debris and weeds. J. Required shade trees planted shall not be topped, shaped or severely pruned, but must be allowed to grow to maturity and attain their natural form so that crown development is not inhibited. K. All landscaping near public sidewalks must be maintained to allow unobstructed passage of pedestrians. L. Dead, declining, missing and diseased plant material shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. M. Landscaping will be inspected periodically by the City, but not less frequently than every three years to ensure that proper maintenance is provided. (Ord. No. G52G-00, § I , G-1 5-00; Ord. No. 0928-02, § 55, 5-2-02) BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727-521-1684, FAX: 727-527-7422, E-MAI1-:131)G10TAMPABAY.RR.COM DRAWN BY: RON BELKO CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER CERTIFIED ARBORIST # FL -1235A RAM A. D;,QE. i4743a','f COPIES Of THESEPCAN1 AR£ NOT VALID UN '. EMBOSSED WITH INE S/CNIt6OrE`IOINffR 5 A Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description 0 0 0 0 0 0 0 0 A CY W W C7 � Z W (, LL n UJ Q M_J N t� UJ I4 FA ~ v THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM "CINCH -TIE", "GRO-STRAIT", PLANTING AT ----------- -- PLANTING AT TURF AREAS. OR EQUAL FLEXIBLE RUBBER LLI o AERIAL GUY TREE TIES IN FIGURE EIGHT w J CABLES TO FROM BASE OF TREE, FASHION. ATTACH TO STAKE � Q CONNECT FROM TYHE TOP 1/3 OF ROOTBALL LAYER OF SHREDDED BARK. W/ TWO GALV. ROOFING NAILS. x o TRUNKS: `n RECESS TURF AREA 1 TO ALLOW FOR MULCH. 6" HIGH WATER WELL AT SHRUB m 9 GA CABLE PROVIDING A WATER COLLECTION BASIN TILLED AND LOOSENED NATIVE SOIL BACKFILL AREAS. W CLEAR (3) 2"x4"x36" WOODEN STAKES 2" LODGEPOLE PINE TREATED Q Q PLASTIC AT LAWN. �","' �' TREE STAKES. SET STAKES L L COATING THRU ,� ,� - I i� .I' FINISHED GRADE APPROXIMATELY 120 DEGREES SHRUBS. 5/8" DIA. APART. Do 1`11 RUBBER HOSE \ _JX X 00x \\ \/\\/ o 0 TIE. AS SPECIFIED. PLACE II - Qmm m I - FINISHED GRADE. � L_ i i - I i I J J � �- o cfl . _ (o In ROOTBALL _r-�T- W o r CLEARWATER INDEX No. 904, SH, tof _. ! ! 0Y J QQQ Rev. 8/21/06 N.T.S. 0 O L' U;_ i PLANT TABLETS AS x(.0 - , NOTED OR SPEICIFIED, O Lo BACKFILL MIX, SEE 2X ROOTBALL NOTES AND SPECIFICATIONS. 32" AT 15 m NATIVE SOIL MIX 48" AT 24" BOX FIRMLY COMPACTED. AVOID PLACING STAKES Q Q SEE PLANT PIT THRU ROOTBALL. - DETAIL, 00(0 STAKING DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER 60" AT 30" BOX 72" AT 36" BOX PLANT PIT DETAIL TREE PLANTING MULTI -STAKE 1" = 1'-011 32 9343,23-03 WATER WELL: SET ROOTBALL CROWN 4" HIGH AT SHRUB, 1 " HIGHER NO WATER WELL THAN SURROUNDING AT LAWN AREA. FINISHED GRADE, SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL, ,I �� J FINISHED GRADE, N7777.. Z O ZOJ OJJ J __J Q Q U \ _I.ROOTBALL Q o td n L�.' . PLANT TABLETS AS NOTED M ~ OR SPEICIFIED. O Q Q '+ 0 Q o BACKFILL MIX, SEE NOTES _too _NAND SPECIFICATIONS. 2 X ROOTBALL NATIVE SOIL MIX FIRMLY COMPACTED, 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SHRUB PLANTING 12 1 = 11-011 32 9333.13-01 BASE OF LEAF BUD BASE OF HEART NUT OF PALM CABBAGE PALMS MAY BE HURRICANE CUT ALL OTHERS MUST HAVE FRONDS TIED W/BIODEGRADABLE STRAP OR TWINE TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES, FREE OF SCARS, BURNMARKS AND BOOTS NOTE: STAKING & GUYING REQUIRED FOR PALM, IF NECESSARY, OR AS DIRECTED BY LANDSCAPE ARCHITECT. THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT 5 - 2"x4"x16" WOODEN BATTENS, PLANTING AT TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 18" KEEP MULCH 6" - 8" RADIUS CIRCLE AROUND THE FROM BASE OF TREE, TREE. MULCH WITH A 3" THICK FROM TYHE TOP 1/3 OF ROOTBALL LAYER OF SHREDDED BARK. z MULCH WATER WELL AREA TO 3" DEPTH. RECESS TURF AREA 1 TO ALLOW FOR MULCH. 6" HIGH WATER WELL AT SHRUB PROVIDING A WATER COLLECTION BASIN TILLED AND LOOSENED NATIVE SOIL BACKFILL AREAS. FINISHED GRADE (3) 2"x4"x36" WOODEN STAKES AT LAWN. �","' �' I OROOTBALL ,� ,� - I i� .I' FINISHED GRADE 3" MULCH LAYER SHRUBS. \ _JX X 00x \\ \/\\/ /\\//\\/�\//\\/ / / / / / / EXISTING UNDISTURBED SOIL AS SPECIFIED. PLACE II - Qmm m I I II i i - I i I J J � �- o cfl . -.;.-" ROOTBALL I i ; PALM PLANTING DETAIL CLEARWATER INDEX No. 904, SH, tof 1 E- QQQ Rev. 8/21/06 N.T.S. 0 O L' U;_ i PLANT TABLETS AS 0No7 O- N N N - , NOTED OR SPEICIFIED, BACKFILL MIX, SEE 2X ROOTBALL NOTES AND SPECIFICATIONS. 32" AT 15 GALLON NATIVE SOIL MIX 48" AT 24" BOX FIRMLY COMPACTED. 60" AT 30" BOX 72" AT 36" BOX PLANT PIT DETAIL TREE PLANTING MULTI -STAKE 1" = 1'-011 32 9343,23-03 WATER WELL: SET ROOTBALL CROWN 4" HIGH AT SHRUB, 1 " HIGHER NO WATER WELL THAN SURROUNDING AT LAWN AREA. FINISHED GRADE, SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL, ,I �� J FINISHED GRADE, N7777.. Z O ZOJ OJJ J __J Q Q U \ _I.ROOTBALL Q o td n L�.' . PLANT TABLETS AS NOTED M ~ OR SPEICIFIED. O Q Q '+ 0 Q o BACKFILL MIX, SEE NOTES _too _NAND SPECIFICATIONS. 2 X ROOTBALL NATIVE SOIL MIX FIRMLY COMPACTED, 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SHRUB PLANTING 12 1 = 11-011 32 9333.13-01 BASE OF LEAF BUD BASE OF HEART NUT OF PALM CABBAGE PALMS MAY BE HURRICANE CUT ALL OTHERS MUST HAVE FRONDS TIED W/BIODEGRADABLE STRAP OR TWINE TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES, FREE OF SCARS, BURNMARKS AND BOOTS NOTE: STAKING & GUYING REQUIRED FOR PALM, IF NECESSARY, OR AS DIRECTED BY LANDSCAPE ARCHITECT. I., The Landscape Contractor sholl grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 7 �. All recommended frees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Deportment of Agriculturericu/tore and Consumer Services Division of Plant Industry "Grades and Standards for Nursery Plants" 7th Edition d from 1998 as revise fr time t o time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conj%anction with note /,f 5. 5. The planting soil shall be the approximate proportions as follows: 501Z sand and 50% organic material consisting of native peat, well -decomposed sawdust, leaf mold and top soil, It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and wafer -holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered -in after 7, The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail. 8. Plants shall meet size, container, and spacing specifications, Any material not meeting specifications shall be removed and replaced at the contractor's expense. 91. All tree and shrub locations ore subject to change. All locations shall be approved by the City Project Manager prior to planting, 110. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery, No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. 1.2. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended changes. 10, Any and off questions concerning the plan set and/or specifications shall be directed to the City Project Manager at (727) 562-4737. 1'4. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager. 15, The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the City Project Manager, 116, All dimensions to be field -checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the City Project Manager. 1.7 All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost, 118. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 7:9. No contractor identification signs shall be permitted on the project, except for the project information signs. 20.Existing sod shall be removed as necessary to accomodate new plantings. 21, Any existing sod areas that are unnecessarily disturbed during the landscape installation sholl be resodded to match existing. 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. HARDWOODS DRIP LINE SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2, UPRIGHTS - NO LESS THAN 2" X 2" LUMBER, 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562-4741. HABITAT MANAGEMENT AND LANDSCAPING PERMITS: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED, a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER T0, PROCESS THE PERMIT. b. ALL EXOTICP S ECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE i,,IF CESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE' INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEt` APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION: TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE: REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS„ DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE (CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUMI FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS OR CURBING WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS VNITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED iw1ATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE:, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. 8. ALL RE(QUIRED TREES MUST BE A MINIMUM OF 10' HIGH, 2-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. TREE BARRICADES CLEARWATER INDEX No. 909, SH. 1 of 1 Rev. 4/09/03 N.T.S. IRRIGATION NOTES PINES DRIP LINE FNTIRF DRIP I INF T XERISCAPING 1.RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS COUNTY OR MUNICIPAL WATER SOURCES, WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. IRRIGATION SYSTEMS MUST I UTI W VOLUME DESIGNS UTILIZE LO OLU E DES G S SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW 'WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4, AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5, GAUGE 14 OF COPPER WIRE, 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON -POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON -POTABLE WATER SUPPLY, ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of work, Irrigation system must be inspected and accepted by City Project Manager prior to installation of mulch. Irrigation as -built drawings, which accurately and clearly identify all modifications &/or substitutions, must be submitted prior to final inspection and acceptance. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the City and the General Contractor. 2, DROUGHT AND COLD TOLERANT PLANT MATERIAL. 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4, THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW -MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE, TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHO-(rJLDE BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727-521-1684, FAX: 727-527-7422, E- MAIL: BOO I OTAMPASAY.RR.COM DRAWN BY: RON BELKO CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER CERTIFIED ARBORIST # FL -1235A co)00 C? b 'C J W i m mea �%yc V V � a CQ 0 0 M • ro ,C J 0 C: yy � •G! a•o uaj d rano roa a a VO�V 'q.t .. a { if Lurn �. W , , x °Y R►RQ I�tGEL, fj.DY` P.E: X47431 'r z'}.ki,� u ,rTCOPIE�+Dr THESE,PLANS!ARE�'OTr1�UD UNLESS Jr j MBOSSE+D+W�(Tf� `Ni rGN(N6 £NfGIN£fR S SEAL Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description D 0 A 0 0 D Q Ct �i W W CDZ a J LU Q 1L Q W z_ 3 Q � � tV V W 5 LAYERS OF BURLAP, 5 - 2"x4"x16" WOODEN BATTENS, CONNECTED WITH 2-3/4' STEEL BANDS. OR APPROVED ALTERNATE REMOVE BURLAP AND ALL TIE MATERIAL FROM TYHE TOP 1/3 OF ROOTBALL z 2"X4" WOOD BRACE (3 EA, MIN.) NAIL TO BATTENS & STAKES WATER RING (6" WIDTH & HEIGHT) PROVIDING A WATER COLLECTION BASIN TILLED AND LOOSENED NATIVE SOIL BACKFILL '" (3) 2"x4"x36" WOODEN STAKES I OROOTBALL 3" MULCH LAYER o & \ FERTILIZER TABLETS \\ \/\\/ /\\//\\/�\//\\/ / / / / / / EXISTING UNDISTURBED SOIL AS SPECIFIED. PLACE \/\/\//\//\ / / UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM MIN. 3 TIMES THE WIDTH OF ROOT MASS. OF THE ROOTBALL PALM PLANTING DETAIL CLEARWATER INDEX No. 904, SH, tof 1 Rev. 8/21/06 N.T.S. I., The Landscape Contractor sholl grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 7 �. All recommended frees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Deportment of Agriculturericu/tore and Consumer Services Division of Plant Industry "Grades and Standards for Nursery Plants" 7th Edition d from 1998 as revise fr time t o time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conj%anction with note /,f 5. 5. The planting soil shall be the approximate proportions as follows: 501Z sand and 50% organic material consisting of native peat, well -decomposed sawdust, leaf mold and top soil, It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and wafer -holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered -in after 7, The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail. 8. Plants shall meet size, container, and spacing specifications, Any material not meeting specifications shall be removed and replaced at the contractor's expense. 91. All tree and shrub locations ore subject to change. All locations shall be approved by the City Project Manager prior to planting, 110. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery, No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. 1.2. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended changes. 10, Any and off questions concerning the plan set and/or specifications shall be directed to the City Project Manager at (727) 562-4737. 1'4. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager. 15, The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the City Project Manager, 116, All dimensions to be field -checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the City Project Manager. 1.7 All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost, 118. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 7:9. No contractor identification signs shall be permitted on the project, except for the project information signs. 20.Existing sod shall be removed as necessary to accomodate new plantings. 21, Any existing sod areas that are unnecessarily disturbed during the landscape installation sholl be resodded to match existing. 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. HARDWOODS DRIP LINE SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2, UPRIGHTS - NO LESS THAN 2" X 2" LUMBER, 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562-4741. HABITAT MANAGEMENT AND LANDSCAPING PERMITS: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED, a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER T0, PROCESS THE PERMIT. b. ALL EXOTICP S ECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE i,,IF CESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE' INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEt` APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION: TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE: REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS„ DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE (CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUMI FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS OR CURBING WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS VNITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED iw1ATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE:, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. 8. ALL RE(QUIRED TREES MUST BE A MINIMUM OF 10' HIGH, 2-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. TREE BARRICADES CLEARWATER INDEX No. 909, SH. 1 of 1 Rev. 4/09/03 N.T.S. IRRIGATION NOTES PINES DRIP LINE FNTIRF DRIP I INF T XERISCAPING 1.RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS COUNTY OR MUNICIPAL WATER SOURCES, WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. IRRIGATION SYSTEMS MUST I UTI W VOLUME DESIGNS UTILIZE LO OLU E DES G S SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW 'WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4, AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5, GAUGE 14 OF COPPER WIRE, 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON -POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON -POTABLE WATER SUPPLY, ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of work, Irrigation system must be inspected and accepted by City Project Manager prior to installation of mulch. Irrigation as -built drawings, which accurately and clearly identify all modifications &/or substitutions, must be submitted prior to final inspection and acceptance. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the City and the General Contractor. 2, DROUGHT AND COLD TOLERANT PLANT MATERIAL. 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4, THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW -MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE, TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHO-(rJLDE BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727-521-1684, FAX: 727-527-7422, E- MAIL: BOO I OTAMPASAY.RR.COM DRAWN BY: RON BELKO CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER CERTIFIED ARBORIST # FL -1235A co)00 C? b 'C J W i m mea �%yc V V � a CQ 0 0 M • ro ,C J 0 C: yy � •G! a•o uaj d rano roa a a VO�V 'q.t .. a { if Lurn �. W , , x °Y R►RQ I�tGEL, fj.DY` P.E: X47431 'r z'}.ki,� u ,rTCOPIE�+Dr THESE,PLANS!ARE�'OTr1�UD UNLESS Jr j MBOSSE+D+W�(Tf� `Ni rGN(N6 £NfGIN£fR S SEAL Project # 1031 Issue Date: 05/05/11 Revisions: No. Date Description D 0 A 0 0 D Q Ct �i W W CDZ a J LU Q 1L Q W z_ 3 Q � � tV V W RADIUS = 60.00'—/ DELTA = 90'00'00" ARC = 94.26' CHORD = 84.85' BEARING = S 04'23'41" E M A N D A L A Y LOT 7 CURVE DATA RADIUS=190.00' Delta=24'56'46" (P) WIIVD WA RDS PA.Y.YA C; F, C H A N N E L FOR THE BENEFIT OF: CLEARWATER MARINE AQUARIUM, UM INC. BRANCH BANK & TRUST COMPANY MA CFARLANE FERGUSON & McMULLEN 1/12/11 i 1 ADD TREES AND PARKING STRIPES FIRST AMERICAN TITLE INSURANCE DATE I NO. REVISION COMPA IVY F.C.M. 4" DIAMETER (F.I.R. 5/8" LB 6707 0.09'W., 0.09'S.) - RADIUS=190.00' — Del to=39'15'24" ARC= 130.18' CHORD=127.65' BEARING = S69'01'23"E RADIUS = 60.00' DELTA = 90'00'00" ARC = 94.26' CHORD = 84.85' BEARING = S 85'36'19" E FLOOD ZONE AE BASE FLOOD ELEV. = 12.0' FLOOD ZONE VE BASE FLOOD ELEV. = 13.0' N 49'23'41" W (P) F.N.O. "P.R.M. LB 6707" SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA 40 0 20 40 80 GRAPHIC SCALE I inch = 40 ft. EXISTING P UBLIC WATERWAY (CAUSEWAY RIGHT-OF-WAY) SYMBOL LEGEND o° ,P DENOTES AN EXISTING SPOT ELEVATION x —010* DENOTES AN OAK TREE — SIZE INDICATED --*10. DENOTES A PALM TREE — SIZE INDICATED W DENOTES A MAGNOLIA TREE — SIZE INDICATED A TREE LABELED 'TWIN" IS 2 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, "QUAD" IS 4 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, c CERTIFIED AS A BOUNDARY SURVEY 300A SOUTH BELCHER ROAD LAST DAY OF FIELD WORK: 11/22/2010 eL an d Su r vin CLEARWATER FLORIDA 33765 e OFFICE 727 474-3751 y () �N FAX (727) 474-3753 PROFESSIONAL SURVEYORS & MAPPERS EDWARD C. ELLIOTT CERTIFICATE OF AUTHORIZATION FLORIDA PROFESSIONAL SURVEYOR LB NO. 7728 AND MAPPER NO. 3983 LEGAL DESCRIPTION From the Southwesterly corner of Tract A of Unit 2, Island Estates of Clearwater (Plat Book 47, pages 19A and 20, Public Records of Pinellas County, Florida), run N 49'23'41" W, along the Northerly right—of—way line of Clearwater Causeway, 575.00 feet for a Point of Beginning; thence continue N 49'23'41" W, along same line, 482.00 feet; thence run S 40'36'19" W, 147.50 feet along the outer face of a seawall; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90'00'00"; thence S 49'23'41" E. 362.00 feet along said face; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90'00'00"; thence N 40'36'19" E, 147.50 feet to the Point of Beginning. TOGETHER WITH Lots 5, 6, 7 and 8, and the West 50 feet of Lots 1 and 4, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER, according to the Plat thereof as recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. NOTE: SUBJECT TO A NON—EXCLUSIVE EASEMENT FOR SIDEWALK, DRAINAGE, UTILITIES AND ACCESS, AND FOR THE PARKING OF NOT MORE THAT 22 MOTOR VEHICLES: TOGETHER WITH THE RIGHT TO ATTACH PIERS AND DOCKS TO THE SEAWALL, AND MAINTAIN THE PIERS AND DOCKS. SAID EASEMENT DESCRIBED IN OFFICIPL RECORDS BOOK 6319, PAGE 802 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS NOTES: ABBREVIATION LEGEND: 1. ALL M N M NTATI N FOUND 0 U E 0 OU D HA S NO NUMBER DESIGNATING THE PREVIOUS SURVEYOR OR COMPANY EXCEPT AS NOTED. 1" = 40' F.I.R. FOUND IRON ROD (SIZE INDICATED) SEC. = SECTION GV = GAS VALVE S.I.R. = SET IRON ROO 1/2" P.S.M. NO, 3983 TW.P, = TOWNSHIP DCV DOUBLE CHECK VALVE F LP. = FOUND IRON PIPE (SIZE INDICATED) RCE. = RANGE CM = GAS METER F.N.D. = FOUND NAIL & DISK D) = DEED SV = SEWER VALVE S.N.D. = SET NAIL & DISK P.S.M. NO. 7728 p =PLAT WM =WATER METER F.C.M. =FOUND CONCRETE MONUMENT M =MEASURED OHW = OVERHEAD WIRES P.R.M. =PERMANENT REFERENCE MONUMENT C IR - - CALCULATED D L E PP = POWER POLE HCP =HANDICAP PARKING SIGN F = FIELDLP = LIGHT POLE WP =WOOD PILING - -RADIAL HYD = FIR HYDRANT E YD RWM = RECLAIMED WATER METER PB. = PLAT BOOK = UTILITY P.O.B. = POINT OF BEGINNING PG. = PAGE TR TRANSFORMER R/W = RIGHT-OF-WAY CONC. = CONCRETE W =WATER VALVE TYP. = TYPICALL COV. = COVERED CLF = CHAIN LINK FENCE UNDERGROUND FIBER OPTIC WARNING POST ASPH.= ASPHALT EP = EDGE OF PAVEMENT DIA DIA = DIAMETER PVMT. = PAVEMENT HB = HOSE BIBB O.R. = OFFICIAL RECORDS BOOK BOL = BOLLARD GA = GUY ANCHOR P.S.M. = PROFESSIONAL SURVEYOR &MAPPER EB = POWER BOX LP/UP RWM = LIGHT & UTILITY POLE =RECLAIMED WATER METER UV = UTILITY VAULT M A N D A L A Y LOT 7 CURVE DATA RADIUS=190.00' Delta=24'56'46" (P) WIIVD WA RDS PA.Y.YA C; F, C H A N N E L FOR THE BENEFIT OF: CLEARWATER MARINE AQUARIUM, UM INC. BRANCH BANK & TRUST COMPANY MA CFARLANE FERGUSON & McMULLEN 1/12/11 i 1 ADD TREES AND PARKING STRIPES FIRST AMERICAN TITLE INSURANCE DATE I NO. REVISION COMPA IVY F.C.M. 4" DIAMETER (F.I.R. 5/8" LB 6707 0.09'W., 0.09'S.) - RADIUS=190.00' — Del to=39'15'24" ARC= 130.18' CHORD=127.65' BEARING = S69'01'23"E RADIUS = 60.00' DELTA = 90'00'00" ARC = 94.26' CHORD = 84.85' BEARING = S 85'36'19" E FLOOD ZONE AE BASE FLOOD ELEV. = 12.0' FLOOD ZONE VE BASE FLOOD ELEV. = 13.0' N 49'23'41" W (P) F.N.O. "P.R.M. LB 6707" SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA 40 0 20 40 80 GRAPHIC SCALE I inch = 40 ft. EXISTING P UBLIC WATERWAY (CAUSEWAY RIGHT-OF-WAY) SYMBOL LEGEND o° ,P DENOTES AN EXISTING SPOT ELEVATION x —010* DENOTES AN OAK TREE — SIZE INDICATED --*10. DENOTES A PALM TREE — SIZE INDICATED W DENOTES A MAGNOLIA TREE — SIZE INDICATED A TREE LABELED 'TWIN" IS 2 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, "QUAD" IS 4 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, c CERTIFIED AS A BOUNDARY SURVEY 300A SOUTH BELCHER ROAD LAST DAY OF FIELD WORK: 11/22/2010 eL an d Su r vin CLEARWATER FLORIDA 33765 e OFFICE 727 474-3751 y () �N FAX (727) 474-3753 PROFESSIONAL SURVEYORS & MAPPERS EDWARD C. ELLIOTT CERTIFICATE OF AUTHORIZATION FLORIDA PROFESSIONAL SURVEYOR LB NO. 7728 AND MAPPER NO. 3983 LEGAL DESCRIPTION From the Southwesterly corner of Tract A of Unit 2, Island Estates of Clearwater (Plat Book 47, pages 19A and 20, Public Records of Pinellas County, Florida), run N 49'23'41" W, along the Northerly right—of—way line of Clearwater Causeway, 575.00 feet for a Point of Beginning; thence continue N 49'23'41" W, along same line, 482.00 feet; thence run S 40'36'19" W, 147.50 feet along the outer face of a seawall; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90'00'00"; thence S 49'23'41" E. 362.00 feet along said face; thence 94.26 feet along a curve to the left, along said face, Radius 60.00 feet, internal angle 90'00'00"; thence N 40'36'19" E, 147.50 feet to the Point of Beginning. TOGETHER WITH Lots 5, 6, 7 and 8, and the West 50 feet of Lots 1 and 4, Block C, UNIT 5 ISLAND ESTATES OF CLEARWATER, according to the Plat thereof as recorded in Plat Book 51, Page 34, of the Public Records of Pinellas County, Florida. NOTE: SUBJECT TO A NON—EXCLUSIVE EASEMENT FOR SIDEWALK, DRAINAGE, UTILITIES AND ACCESS, AND FOR THE PARKING OF NOT MORE THAT 22 MOTOR VEHICLES: TOGETHER WITH THE RIGHT TO ATTACH PIERS AND DOCKS TO THE SEAWALL, AND MAINTAIN THE PIERS AND DOCKS. SAID EASEMENT DESCRIBED IN OFFICIPL RECORDS BOOK 6319, PAGE 802 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS NOTES: SCALE: 1. ALL M N M NTATI N FOUND 0 U E 0 OU D HA S NO NUMBER DESIGNATING THE PREVIOUS SURVEYOR OR COMPANY EXCEPT AS NOTED. 1" = 40' 2. ALL BEARINGS AND DISTANCES M S CES AR E MEASURED SURED PER PLAT AND/OR DEED UNLESS OTHERWISE SE NOTED. 3. NO UNDERGROUND ENCROACHMENTS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN UNLESS OTHERWISE NOTED HEREON. 4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN HEREON 5. ELEVATION DATUM: N.A.V.D. 1988, BENCHMARK: CITY OF CLEARWATER "G-03.5", ELEV. = 7.4216 DRAWN BY. KZ & ED 6. BASIS OF BEARINGS: SOUTHERLY R/W OF WINDWARD PASSAGE BEING S 49'23'41" E (PER PLAT) CHECKED BY: ECE 7. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 8.) THIS IS TO CERTIFY THAT I HAVE CONSULTED THE FECERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP, COMMUNITY NO. 125096, PANEL NO. 0102 G, PANEL EFFECTIVE DATE 9/3/2003, AND THE BUILDING SHOWN HEREON IS IN FLOOD ZONES AE WITH A BASE FLOOD ELEVATION OF 12.0' M,S.L, AND VE WITH A BASE FLOOD ELEVATION OF 13.0' M.S.L. JOB NO. 1128REV1110 Original Received MAR 14 7911 Manning & D AVmool juawdolanao 2 buluuald ttoi v T anw 13anlaOOU laulbUO