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FLD2007-11034; TDR2005-05022 (2 OF 2)i SME A� ,r No. C152€E J FL-t) mo + - aA ITT OF C LEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL, SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CI.EARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING DEPARTMENT January 16, 2008• Mr. E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, Florida 33757 -1368 RE: Development Order - Cases FLD2007- 11034/TDR2005 -05022 430 South Gulfview Boulevard Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On January 15, 2008, the Community Development Board reviewed your request for (1) Termination of Status of Nonconformity for density (217 overnight accommodation units; where 93 overnight accommodation units are permitted today), under the provisions of Section 6 -109; (2) Flexible Development approval to permit 230 overnight accommodation units in the Tourist (T) District with reductions to the front (east) setback from 15 feet to zero feet (to trash staging area), reductions to the side (north) setback from the Coastal Construction Control Line (CCCL) from 10 feet to six feet (to building) and to zero feet (to sidewalk), reductions to the side (south) setback from 10 feet to three feet (to sidewalk) and to zero feet (to trash staging area), reductions to the rear (west) setback from the CCCL from 20 feet to eight feet (to building) and to zero feet (to sidewalk), an increase to building height from 35 feet to 100 feet. (to roof deck) and to 150 feet (to roof deck) for two portions of the building, a deviation to allow direct access to an arterial street and to allow a two -year time frame to submit for a building permit, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 803.C; and (3) including the Transfer of Development Rights of eight total dwelling units (being converted to 13 overnight accommodation units) previously approved and transferred under TDR2005- 05022, including four dwelling units from 557 and 579 Cyprus Avenue, one dwelling unit from 625 -627 Bay Esplanade and three dwelling units from 667 Bay Esplanade, under the provisions of Section 4 -1402. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 2.45 total acres (1.87 acres zoned Tourist District; 0.58 acres zoned Open Space /Recreation District) is located on the west side of South Gulfview Boulevard approximately 500 feet northwest of Hamden Drive and directly south. of Clearwater Beach; 2. On April 19, 2005, the Community Development Board (CDB) approved with 10 conditions Case Nos: FLD2005- 01005 /SGN2005 -01016 for the (1) Termination of Status of Nonconformity for density to allow the continuation of an existing 217- room/unit hotel (where 74 rooms /units were "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" January 16, 2008 Armstrong — Page 2 permitted at that time) and for height to allow the existing 155 -foot high building (where a maximum height of 150 feet is permitted today); (2) Flexible Development approval to permit a 217 - room/unit overnight accommodation use with reductions to setbacks, an increase to building height from 35 feet to 155 feet (to existing roof deck) and a reduction to required parking from 217 to 201 spaces (existing) as a Comprehensive Infill Redevelopment Project; (3) Reduction to the required interior landscape area, as a Comprehensive Landscape Program; and (4) Comprehensive Sign Program approval (SGN2005- 01016); 3. On August 16, 2005, the CDB approved with 18 conditions Case Nos. FLD2005-05047/TDR2005- 05022 for the (1) Termination of Status of Nonconformity for density (217 overnight accommodation units existing to be converted to 104 dwelling units; where 56 dwelling units wee permitted at that time); (2) Flexible Development approval to permit a mixed use of 112 attached dwelling units and 78 overnight accommodation rooms /units with reductions to setbacks, increases to building height from 35 feet 100 feet for the overnight accommodation building tower and from 35 feet to 150 feet for the residential tower (to roof deck), a reduction to driveway spacing from 125 feet to 90 feet and a deviation to allow direct access to a arterial street, as a Comprehensive Infill Redevelopment Project; and (3) Transfer of Development Rights (TDR2005- 05022) of four dwelling units from 557 and 579 Cyprus Avenue, one dwelling unit from 625 -627 Bay Esplanade and three dwelling units from 667 Bay Esplanade; 4. The nonconforming status of the prior hotel density has been determined to still be valid, even though the hotel was demolished, due to the status of the approval of Case Nos. FLD2005 05047/TDR2005 -05022 and the time extensions granted; 5. The proposal is to construct a new building on the property with a vacation/interval ownership project consisting of 230 overnight accommodation units; 6. The development proposal includes a request for Termination of Status of Nonconformity for density (217 overnight accommodation units; where 93 overnight accommodation units are permitted today); 7. Eight dwelling units were previously transferred to this site under TDR2005 -05022 and are being converted to 13 overnight accommodation units for this project; 8. The proposal includes three floors of parking for a total of 409 parking spaces at a ratio of 1.76 spaces per unit (where one space per unit is required); 9. The proposal includes a deviation to allow direct access to an arterial street, where the site has no other means of street access except to South Gulfview Boulevard; 10. With Beach Walk construction, Coronado Drive will function as the main arterial street between the roundabout and Hamden Drive, south of the subject property and this change of street designation will be included in the upcoming Comprehensive Plan update; 11. The proposal includes reductions to the front (east) setback from 15 feet to zero feet (to trash staging area), reductions to the side (north) setback from the Coastal Construction Control Line (CCCL) from 10 feet to six feet (to building) and to zero feet (to sidewalk), reductions to the side (south) setback from 10 feet to three feet (to sidewalk) and to zero feet (to trash staging area) and reductions to the rear (west) setback from the CCCL from 20 feet to eight feet (to building) and to zero feet (to sidewalk); 12. The proposal includes an increase to building height from 35 feet to 100 feet (to roof deck) and to 150 feet (to roof deck) for two portions of the building; 13. The higher portion of the building is separated from the 440 West condominium tower to the south by approximately 158 feet, which is in compliance with the Beach by Design requirement to have a minimum spacing of 100 feet between towers exceeding 100 feet in height; 14. The proposal includes a request for deviations to Beach by Design guidelines which require the floorplate of any building exceeding 45 feet in height be limited to a maximum of 25,000 square feet January 16, 2008 Armstrong — Page 3 between 45 — 100 feet and a maximum of 10,000 square feet between 100 — 150 feet, as the largest floorplate between 45 — 100 feet is approximately 43,179 square feet and between 100 — 150 feet is approximately 20;832 square feet, but the guideline allows deviations to these floorplate requirements provided the mass and scale of the design creates a tiered effect and complies with the maximum building envelop allowance above 45 feet; 15. Beach by Design guidelines requires for buildings with a footprint of greater than 5,000 square feet, where the proposal is approximately 60,804 square feet, to be constructed so that no more than two of the three building dimensions in the vertical or horizontal planes are equal in length. The project's overall horizontal plane dimensions are approximately 207.5 feet along South Gulfview Boulevard and 276 feet along the north side, while the vertical plane is approximately 160 feet from grade to the top of the tallest roof. None of these dimensions are equal; . 16. Beach by Design guidelines requires no plane or elevation to continue uninterrupted for greater than 100 feet without an offset of more than five feet. The planes of all elevations provide in and out modulation of five — 10 feet, where the largest uninterrupted plane is approximately 29 feet; 17. Beach by Design guidelines requires at least 60 percent of any elevation to be covered with windows or architectural decoration. The applicant has calculated that the north elevation is at 62.6 percent, the east elevation at 70.7 percent, the south elevation at 66.1 percent and the west elevation at 68.8 ,percent; and 18. There are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2 -803 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -803.0 of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code; and 4. That the development proposal is consistent with the Design Guidelines of Beach by Design. Conditions of Approval: 1. That application for a building permit to construct the approved project be submitted no later than January 15, 2010, unless time extensions are granted pursuant to Section 4 -407; 2. That the final design and color of the overnight accommodation building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That the use of this property be for overnight accommodations, meeting the definition of the Community Development Code, with owner and guest stays not to exceed 30 days (whether occupancy of units arise from a rental agreement, other agreement or the payment of consideration). This development shall not be deemed attached dwellings with individual dwelling units, nor, shall units qualify for homestead exemption or home or business occupational licenses; 4. That a Declaration of Unity of Title (for condominiums) be recorded in the public records prior to the issuance of any permits; 5. That a condominium or other form of plat be recorded prior to the issuance of the building permit or first Certificate of Occupancy, depending on the form of the sale of the units, as necessary or required; 6. That there be no public /guest use of either roof, 7. That, prior to the issuance of any permits, waterfront visibility triangles be correctly indicated on the civil site and landscape plans; January 16, 2008 Armstrong — Page 4 8. That any future freestanding sign be a monument -style sign and be designed to match the exterior materials and color of the building. The maximum height shall be four feet, unless approved at six feet high through a Comprehensive Sign Program; 9. That sea - turtle friendly light fixtures be employed with the site design, with compliance demonstrated on plans acceptable to the Environmental Engineering Division, prior to the issuance of building permits; 10. That, prior to the issuance of any permits, the civil plans be amended to indicate the following: a. curbing of the edges of pavement for the trash staging /loading area; b. detailed perimeter grading to ensure proposed site grading of swales and yard grate inlets works with the proposed landscaping; and c. a stoop outside the double doors from the south side of the building adjacent to the trash holding room; 11. That, prior to the issuance of any permits, the civil and architectural plans be coordinated as to the location of mirrors and signage to aid motorists backing out of.visually blocked parking spaces on all levels of the parking garage; 12. That, prior to the issuance of any permit, compliance with all requirements of General Engineering and Stormwater Engineering be met; 13. That all Fire Department requirements be met prior to the issuance of any permits; 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits; and 15. That all Parks and Recreation fees be.paid prior to the issuance of any permits. Pursuant to Section 4 -407, an application for a building permit or other approvals shall be made within the time frame of Condition #1 above. All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of 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 January 28, 2008 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: vvww.myclearwater.com/gov/depts/planning. January 16, 2008 Armstrong — Page 5 Sincerely, ~ Mic ael f Planning Director S: (Planning DepartmentlCD BIFLEX (FLD)IInactive or Finished Applications I GulfviewS0430CB Vacation (T) 1.1008 - Approve&Gulfview S 430 Development Order 1.16.08. doe C ITT OF C LEARWATER 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 PLANNING DEPARTMENT January 16, 2008 Mr. E. D. Armstrong IIl, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, Florida 33757 -1368 RE: Development Order - Cases FLD2007- 11034/TDR2005 -05022 430 South Gulfview Boulevard Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On January 15, 2008, the Community Development Board reviewed your request for (1) Termination of Status of Nonconformity for density (217 overnight accommodation units; where 93 overnight accommodation units are permitted today), under the provisions of Section 6 -109; (2) Flexible Development approval to permit 230 overnight accommodation units in the Tourist (T) District with reductions to the front (east) setback from 15 feet to zero feet (to trash staging area), reductions to the side (north) setback from the Coastal Construction Control Line (CCCL) from 10 feet to six feet (to building) and to zero feet (to sidewalk), reductions to the side (south) setback from 10 feet to three feet (to sidewalk) and to zero feet (to trash staging area), reductions to the rear (west) setback from the CCCL from 20 feet to eight feet (to building) and to zero feet (to sidewalk), an increase to building height from 35 feet to 100 feet (to roof deck) and to 150 feet (to roof deck) for two portions of the building, a deviation to allow direct access to an arterial street and to allow a two -year time frame to submit for a building permit, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 803.C; and (3) including the Transfer of Development Rights of eight total dwelling units (being converted to 13 overnight accommodation units) previously approved and transferred under TDR2005- 05022, including four dwelling units from 557 and 579 Cyprus Avenue, one dwelling unit from 625 -627 Bay Esplanade and three dwelling units from 667 Bay Esplanade, under the provisions of Section 4 -1402. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 2.45 total acres (1.87 acres zoned Tourist District; 0.58 acres zoned Open Space /Recreation District) is .located on the west side of South Gulfview Boulevard approximately 500 feet northwest of Hamden Drive and directly south of Clearwater Beach; 2. On April 19, 2005, the Community Development Board (CDB) approved with 10 conditions Case Nos. FLD2005- 01005 /SGN2005 -01016 for the (1) Termination of Status of Nonconformity for density to allow the continuation of an existing 217 - room/unit hotel (where 74 rooms /units were "EQUAL. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" January 16, 2008 Armstrong — Page 2 permitted at that time) and for height to allow the existing 155 -foot high building (where a maximum height of 150 feet is permitted today); (2) Flexible Development approval to permit a 217 - room/unit overnight accommodation use with reductions to setbacks, an increase to building height from 35 feet to 155 feet (to existing roof deck) and a reduction to required parking from 217 to 201 spaces (existing) as a Comprehensive Infill Redevelopment Project; (3) Reduction to the required interior landscape area, as a Comprehensive Landscape Program; and (4) Comprehensive Sign Program approval (SGN2005- 01016); 3. On August 16, 2005, the CDB approved with 18 conditions Case Nos. FLD2005-05047/TDR2005- 05022 for the (1) Termination of Status of Nonconformity for density (217 overnight accommodation units existing to be converted to 104 dwelling units; where 56 dwelling units wee permitted at that time); (2) Flexible Development approval to permit a mixed use of 112 attached dwelling units and 78 overnight accommodation rooms /units with reductions to setbacks, increases to building height from 35 feet 100 feet for the overnight accommodation building tower and from 35 feet to 150 feet for the residential tower (to roof deck), a reduction to driveway spacing from 125 feet to 90 feet and a deviation to allow direct access to a arterial street, as a Comprehensive Infill Redevelopment Project; and (3) Transfer of Development Rights (TDR2005- 05022) of four dwelling units from 557 and 579 Cyprus Avenue, one dwelling unit from 625 -627 Bay Esplanade and three dwelling units from 667 Bay Esplanade; 4. The nonconforming status of the prior hotel density has been determined to still be valid, even though the hotel was demolished, due to the status of the approval of Case Nos. FLD2005 05047/TDR2005 -05022 and the time extensions granted; 5. The proposal is to construct a new building on the property with a vacation/interval ownership project consisting of 230 overnight accommodation units; 6. The development proposal includes a request for Termination of Status of Nonconformity for density (217 overnight accommodation units; where 93 overnight accommodation units are permitted today); 7. Eight dwelling units were previously transferred to this site under TDR2005 -05022 and are being converted to 13 overnight accommodation units for this project; 8. The proposal includes three floors of parking for a total of 409 parking spaces at a ratio of 1.76 spaces per unit (where one space per unit is required); 9. The proposal includes a deviation to allow direct access to an arterial street, where the site has no other means of street access except to South Gulfview Boulevard; 10. With Beach Walk construction, Coronado Drive will function as the main arterial street between the roundabout and Hamden Drive, south of the subject property and this change of street designation will be included in the upcoming Comprehensive Plan update; 11. The proposal includes reductions to the front (east) setback from 15 feet to zero feet (to trash staging area), reductions to the side (north) setback from the Coastal Construction Control Line (CCCL) from 10 feet to six feet (to building) and to zero feet (to sidewalk), reductions to the side (south) setback from 10 feet to three feet (to sidewalk) and to zero feet (to trash staging area) and reductions to the rear (west) setback from the CCCL from 20 feet to eight feet (to building) and to zero feet (to sidewalk); 12. The proposal includes an increase to building height from 35 feet to 100 feet (to roof deck) and to 150 feet (to roof deck) for two portions of the building; 13. The higher portion of the building is separated from the 440 West condominium tower to the south by approximately 158 feet, which is in compliance with the Beach by Design requirement to have a minimum spacing of 100 feet between towers exceeding 100 feet in height; 14. The proposal includes a request for deviations to Beach by Design guidelines which require the floorplate of any building exceeding 45 feet in height be limited to a maximum of 25,000 square feet January 16, 2008 Armstrong — Page 3 between 45 — 100 feet and a maximum of 10,000 square feet between 100 — 150 feet, as the largest floorplate between 45 — 100 feet is approximately 43,179 square feet and between 100 — 150 feet is approximately 20,832 square feet, but the guideline allows deviations to these floorplate requirements provided the mass and scale of the design creates a tiered effect and complies with the maximum building envelop allowance above 45 feet; 15. Beach by Design guidelines requires for buildings with a footprint of greater than 5,000 square feet, where the proposal is approximately 60,804 square feet, to be constructed so that no more than two of the three building dimensions in the vertical or horizontal planes are equal in length. The project's overall horizontal plane dimensions are approximately 207.5 feet along South Gulfview Boulevard and 276 feet along the north side, while the vertical plane is approximately 160 feet from grade to the top of the tallest roof. None of these dimensions are equal; 16. Beach by Design guidelines requires no plane or elevation, to continue uninterrupted for greater than 100 feet without an offset of more than five feet. The planes of all elevations provide in and out modulation of five — 10 feet, where the largest uninterrupted plane is approximately 29 feet; 17. Beach by Design guidelines requires at least 60 percent of any elevation to be covered with windows or architectural decoration. The applicant has calculated that the north elevation is at 62.6 percent, the east elevation at 70.7 percent, the south elevation at 66.1 percent and the west elevation at 68.8 percent; and 18. There are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2 -803 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -803.0 of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code; and 4. That the development proposal is consistent with the Design Guidelines of Beach by Design. Conditions of Approval: 1. That application for a building permit to construct the approved project be submitted no later than January 15, 2010, unless time extensions are granted pursuant to Section 4 -407; 2. That the final design and color of the overnight accommodation building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 3. That the use of this property be for overnight accommodations, meeting the definition of the Community Development Code, with owner and guest stays not to exceed 30 days (whether occupancy of units arise from a rental agreement, other agreement or the payment of consideration). This development shall not be deemed attached dwellings with individual dwelling units, nor shall units qualify for homestead exemption or home or business occupational licenses; 4. That a Declaration of Unity of Title (for condominiums) be recorded in the public records prior to the issuance of any permits; 5. That a condominium or other form of plat be recorded prior to the issuance of the building permit or first Certificate of Occupancy, depending on the form of the sale of the units, as necessary or required; That there be no public /guest use of either roof, That, prior to the issuance of any permits, waterfront visibility triangles be correctly indicated on the civil site and landscape plans; January 16, 2008 Armstrong — Page 4 8. That any future freestanding sign be a monument -style sign and be designed to match the exterior materials and color of the building. The maximum height shall be four feet, unless approved at six feet high through a Comprehensive Sign Program; 9. That sea -turtle friendly light fixtures be employed with the site design, with compliance demonstrated on plans acceptable to the Environmental Engineering Division, prior to the issuance of building permits; 10. That, prior to the issuance of any permits, the civil plans be amended to indicate the following: a. curbing of the edges of pavement for the trash staging /loading area; b. detailed perimeter grading to ensure proposed site grading of swales and yard grate inlets works with the proposed landscaping; and C. a stoop outside the double doors from the south side of the building adjacent to the trash holding room; 11. That, prior to the issuance of any permits, the civil and architectural plans be coordinated as to the location of mirrors and signage to aid motorists backing out of visually blocked parking spaces on all levels of the parking garage; 12. That, prior to the issuance of any permit, compliance with all requirements of General Engineering and Stormwater Engineering be met; 13. That all Fire Department requirements be met prior to the issuance of any permits; 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits; and 15. That all Parks and Recreation fees be.paid prior to the issuance of any permits. Pursuant to Section 4 -407, an application for a building permit or other approvals shall be made within the time frame of Condition #1 above. All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of 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 January 28, 2008 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: I.vww.n-iyclearwater.com/gov/depts/planning. January 16, 2008 Armstrong - Page 5 Sincerely, .� Mic a' h eI Planning Director S: IPlaiuting DepartmentlC D BIFLEX (FLD)Ilnactive or Finished ApplicationslGulfview S 0430 CB vacation (T) 1.2008 - ApprovedlGulfview S 430 Development Order 1.16.08.doc U a� a I E Q to q) CxV W c O , 0 N E CL Lo 12 o c v 0 0 0 N � o U) U ' I I Q1 O v U U c I O � a 0 i N N U c O ° N U C 0 0 p U W �O 0 v o 0 o o a ° 0 Y Y I f; - `�' it f �1: 3 r. - c i t! f- F f '1 1 L S { N • Y r� • _ Id 9 A@ C1e4A2=&rwdVC;r,, s -: /� �., � a,, (A'�"wa x•3kwr u°•'. �,nA kk LEGAL DESCRIPTION A tract of land consisting of Lots 33, 34 and 35 and part of Lot 36 of LLOYD - WHITE- SKINNER SUBDIVISION, according to the map or plat thereof, as recorded in Plat Book 13 pages 12 and 13 of the public records of Pinellas County, Florida and lands and submerged lands lying between and Southerly, Southwesterly or Westerly of the mean high water mark and the Bulkhead Line described in and set forth in Trustees of the Internal Improvement Fund of the State of Florida Disclaimer No. 22310, as recorded in O.R. Book 765, page 542, of the public records of Pinellas County, Florida, said tract being described as follows: Begin at an iron pin at the Northeast Corner of said Lot 33 and the West right -of -way margin of Gulf View Boulevard, said point being the True Point of Beginning, said point being the PC of a curve to the left having a radius of 847.00 feet and an arc distance of 235.76 feet; thence run along said curve to the left and along the West right -of -way margin of Gulf View Boulevard a chord bearing of South 20 017'10" East and a chord distance of 235.00 feet to an iron pin; thence run South 68 055'27" West for a distance of 402.14 feet to an iron pin, said point being the PC of a curve to the right having a radius of 1247.00 feet and an arc distance of 296.79 feet; thence run along said curve to the right a chord bearing of North 19 °07'51" West and a chord distance of 296.09 feet to an iron pin; thence run North 77 °41'16" East for a distance of 400.00 feet to a point and back to the True Point of Beginning. Containing 106504.22 sq. ft or 2.45 acres more or less. Notes: All field measurements matched record dimensions (Vesting Deed as recorded in O.R. Book 765, Page 542 on file in the Public Records of Pinellas County, Florida.) within the precision requirements of ALTA/ACSM specifications. The property shown and described hereon is the same property as described in the Title Commitment No. 40186603FC/NYX03- 002170 /NCS of Commonwealth Land Title Insurance Company bearing an effective date of October 16, 2003. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FLORIDA DESIGN CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT. 2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER. 3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, LAKES AND WETLAND AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER QUALITY. 5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. 6. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS. 7. ARCHITECTURAL INFORMATION PROVIDED BY ARCHITECTS. 8. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY. 9. LOCATIONS OF TRASH DUMPSTER TO BE COORDINATED WITH THE CITY OF CLEARWATER. 10. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 3 -1202 OF THE CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. 11. THE SITE IS LOCATED WITHIN FLOOD ZONE AE, BASE FLOOD ELEVATION = 12; ZONE VE, BASE FLOOD ELEVATIONS 14 AND 16 PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NOS. 12103CO102G & 12103CO1040, MAP REVISED SEPTEMBER 3, 2003. 12. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF CLEARWATER CODE REQUIREMENTS AND SHALL BE DIRECTED DOWNWARD AND AWAY FROM ADJACENT RESIDENTIAL AREAS. ADDITIONALLY, LIGHTING WILL BE DIRECTED AWAY FROM THE BEACH ZONE IN CONFORMANCE WITH SEA TURTLE NESTING GUIDELINES PROMULGATED BY THE FLORIDA FISH & WILDLIFE CONSERVATION COMMISSION (FF &WCC). PLEASE REFER TO LANDSCAPE PLANS BY PHIL GRAHAM AND ASSOCIATES. 13. DRAINAGE FOR ALL PARKING LEVELS UNDER THE BUILDING WILL BE DIRECTED TO THE PROPOSED DRAINAGE SYSTEM TO ACCOMMODATE WATER QUALITY REQUIREMENTS FOR THE PROJECT. - 14. TREE REMOVAL PERMIT APPLICATION TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN SUBMITTAL. 15. MAINTENANCE PERSONNEL FOR THE CONDOMINIUM SHALL BE RESPONSIBLE FOR ROLLING OUT DUMPSTERS TO STAGING AREA ON COLLECTION DAYS. 16. BUILDING TO BE SPRINKLERED. 17. THE TWO (2) REQUIRED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE AT LEAST 15' FROM BUILDING AND LOCATED NO CLOSER THAN 25 FEET AND NO FURTHER THAN 50 FEET FROM THE NEAREST FIRE HYDRANT ASSEMBLY (FHA). PROJECT TEAM OWNER CIVIL ENGINEER TAYLOR WOODROW - U.S. TOWER DIVISION FLORIDA DESIGN CONSULTANTS INC. 8430 ENTERPRISE CIRCLE 3030 STARKEY BLVD. SUITE 100 NEW PORT PORT RICHEY, FL 34655 BRADENTON, FL 34202 PHONE: 727- 849 -7588 PHONE: 941 - 554 -2082 FAX: 727- 848 -3648 FAX: 941 - UTILITY PLAN 10A *- LANDSCAPE ARCHITECT ARCHITECTURAL TEAM PHIL GRAHAM STUDIO HELMON HURLEY CHARVAT 436 SECOND STREET NORTH PEACOCK /ARCHITECT, INC ST. PETERSBURG, FL 33701 222 WEST MAITLAND BLVD. PHONE: 727- 821 -5225 MAITLAND, FL 32751 FAX: 727 - 826 -1626 PHONE: 407 - 644 -2656 FAX: 407 - 628 -3269 r'11 -A 1P11T %l T A r% I 1- x� (!. ne d t 11( tJ s t 3' M, 1r%0 1 1�' k. �i i f •• i` a•5 F 1 H2 i i 1 i x 4 #_ ,t..._ �i '� E . z *10-111"Jili-I 1 911 0� 1 e%e% A TI/1A 1 h A A M PREPARED FOR, '. �A`fLOR W00OU'ROW m veS. ��1NE� �IV�S9�N �4�o E N T E R PRasE CIRCLE 10 3 EI f ., EI sop roj M DRAWING INDEX TD oso. a SHEET SHEET DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS 3 -5 SITE PLAN 6 STORMWATER POLLUTION PREVENTION PLAN AND CSWMP 7 -9 PAVING, GRADING AND DRAINAGE PLAN 10* UTILITY PLAN 10A *- FIRE DEPARTMENT ACCESS PLAN 11 -12 PAVING, GRADING AND DRAINAGE DETAILS 3 149 13* UTILITY DETAILS 12 0 ZONING DISTRICT USE LOT AREA AREA ZONED TOURIST, T LOT WIDTH BUILDING COVERAGE (GROUND FLOOR) IMPERMEABLE SURFACE RATIO NUMBER OF UNITS DENSITY (SEE TR 31. E AT LEFT) SETBACKS FROM PROPERTY LINE SETBACKS (BUILDINGS) FRONT (EAST) SIDE (NORTH) SIDE (SOUTH) REAR (WEST) -ROM SEAWALL SETBACKS (TO TOWERS) FRONT (EAST) SIDE (NORTH) SIDE (SOUTH) -` REAR (WEST) FROM SEAWALL SETBACKS (OTHER STRUCTURES) FRONT (EAST) SIDE (NORTH) SIDE (SOUTH) REAR (WEST) FROM SEAWALL SETBACKS FROM CCCL SIDE (NORTH) REAR (WEST) HEIGHT [1] * SHEETS ARE NOT INCLUDED IN SWFWMD PLANS LAND USE DATA - EXISTING PROPOSED T (TOURIST) T (TOURIST) OS /R (OPEN SPACE (RECREATION) OS /R (OPEN SPACE (RECREATION) HOTEL HOTEL (TIMESHARE) TOTAL 106,504 SF TOTAL 106,504 SF 2.45 AC 2.45 AC LANDWARD 81,450 SF LANDWARD 81,450 SF OF SEAWALL 1.87 AC OF SEAWALL 1.87 AC 236' 236' 32,729 SF 60,730 SF 1.68 AC (90 %) 73,157 SF 217 (HOTEL ROOMS) 217 HOTEL ROOMS =116 U /AC 1.87 AC 28' 19' (TO CANOPY) 31' 13' (TO BAR HUT) 1' 2' 1' 0' 13' 1' (TO BAND SHELL) 145.5' FLEXIBLE DEVELOPMENT STANDARDS [2] REQUIRED (MIN /MAX) HOTEL T (TOURIST) 1.51 AC (81 %) 65,606 SF 230 ROOMS 230 UNITS [4] [6 2 1.87 AC 3 U /AC 15' 10' 10' 20' 15' 10' 10' 20' 0' 0' (TO SIDEWALK) 3' (TO SIDEWALK) & 0' (TO PAVEMENT) 6' (TO SIDEWALK) Qfi' TO BLDG, 0' TO -SIDEWALK 1 8'..TO BLDG, 0' TO SIDEWALK NORTH'TOWER - .150' 0" [3] SOUTH TOWER - 100' Q PAVED VEHICULAR AREAS 12,463 SF -• 4.11889 SF PARKING LOT INTERIOR LANDSCAPING 4,105 SF 3,018 SF (SF AND % OF PAVED VEHICULAR USE AREA) 33% 160 %' PARKING TOTAL 201 409 SPACES [7,8] HANDICAP (INCLUDED IN TOTAL NUMBER) 10 H/C 9 H/C [1] HEIGHT IS ELEVATION ABOVE FEMA BASE ELEVATION "16 ". [2] REQUIREMENTS ARE BASED ON FLEXIBLE DEVELOPMENT STANDARDS (LEVEL 2). [3] SEE ARCHITECTS PLANS FOR HEIGHTS 'OF OTHER, LOWER, PORTIONS OF BUILDINGS. [4] MAXIMUM NUMBER OF UNITS IS 230 HOTEL [5] PLEASE REFER TO THE DENSITY TABLE FOR THE BREAKDOWN OF UNIT PROVENANCE [6] BASED ON THE LAND AREA ZONED T, TOURIST DISTRICT [7] PARKING REQUIREMENTS HOTEL [8] 230 SPACES 20,000 SF 100' FAR 1.0 ISR 95% 0' -15' 0' -10' 0' -10' 0' -20' 0' -15' 0' -10' 0' -10' 0' -20' 0' -15' 0' -10' 0' -10' 0' -20' 10' 20' 150' 10% 230 SPACES [7] 9 H/C 1/ � ry MM -d C-D 9 .Zoe hkg Approved CITY OF CLEARWATER P NNING DER BY DATE -V Cpg (�,' (b VEA 1 /ROOM = 230 Ft-P Z- viu-7- It V 3'4 LEVEL TOTAL PARKING SPACES STANDARD PARKING SPACES H/C PARKING SPACES VALET PARKING SPACES TAXI PARKING SPACES 1 118 96 9 10 3 2 141 117 0 24 0 3 149 137 0 12 0 TOTAL 408 350 9 1 46 3 PROJECT DATUM IS NAVD 1988 CI i ✓ < C;' - f „;�,VATER Q�AB.R I_ 'Ilve DEPT. Octavio Cabrera -�` ••�•• 94 DATF - -- JAN 0 6 2000 a FL P.E. No. 14663 REV -01 /04/08 FLD: 2004 -09068 DATE: 10/31/07 JOB NO. 699 -271 EPN 0209 a n :r 0 N C O .y y U a c v 3 0 r �v v U 7 .a O L a a� L L N y C v E N a a� U C O U v C v rn v 0 U C N C v 3 a c 0 U c v+ .N a> 0 a 0 r 0 0 N t v� a 0 U N u c d a C M 't co O O N 0 O C O 7 O� 3 v O a rn O 0 a N U O O N C O O O O a` 0 O N Y m -.l C -n I� v I O U C N M a I 00 1 N of I 3 ❑ ❑ -v 1 1 \ Lf . "ram �'`'< �' .1/� �• / � ��. CONC !4/W tom\( -_' - _ - - -• - -•-_. •/ � _�%`.�'` _ ---- -- _�_��- I � � 05 Fj2 _ CONC SSW 70" ��0 � 8 - -- / __- —= r == Y = _ ___ —_ Wv I - EX� � �___ �-- -I -- 1 } 5Z- - _ - - - - -- ro FIRE PUMP 57 � • MET 1 TAFRS I oo ° 52 53 54 56 58 59 ROOM j �S A G S M �� 1 t aY 47 48 50 51 55 r f O rRA E, 1 n E ,: 42 43 44 45 46 49 NO STEPS 1 STORAGE 39 °r° 41 - - An � 1 0 v > 1 a 1 18,36 3 132 ib TYP Z 1 40 1 13 25.58' 1 p 1 1 35 vA�K r x pA ING 1 /1a �G21` 1 34 �� pAR�G1NC 1 33 V A4-F-1 F.l� 1 pp,FtK1r U� X 1 � 31 vA+ 1 pAFR 1 r , 30 1 27.83 pp, 1 1 29 2 P 1 0 1 28 �- 1 1 1 27 1 ZONE VE ; 26 L 16) x x, 1 n 1 24 CD v 1 24 r ; 1 23 1 � 1 22 1 21 CCL 1 TYP 1 1 1 - -O ; 2( U ; STORAGE ` 1 1 - y DESIGNED THE SIGNATURE OF THE QUALITY 0 0C CONTROL OFFICER IN THIS SPACE INDICATES THAT ALL REQUIRED DRAWN c p oJMS,SDD PERMITS HAVE BEEN OBTAINED AND THAT CONSTRUCTION IS AUTHORIZED TO COMMENCE. CHECKED Y L FL ®RIBA DESIGN C ®NSIJL 7"AN ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 P 3030 Siarkey Blvd, New Port Richey FL 34655 Tel, (727) 849 -7588 - Fax. (727) 848 -3648 I"S, INC, LANNERS E.B. No. 7421 PEDESTRIAN /VEHICULAR SAFETY AIDS PREPARED FOR, l ; 11 '1 ,.W =.. . Taylor Woodrow - U.S. Tower Division 8430 ENTERPRISE CIRCLE SUITE 100 BRADENTON, FLORIDA 34202 TEL (941)554 -2000 FAX (941) 554 -3005 x 3 r T ?o 1p 00 X � >: N , , r1� IE _.9- fJ2,, "1DAP �L r�n22J 0 Ct � rr 14" &I PM phf FA.f pM 12„ 10" FAT 14 ' 13., 6� 74" 15„ 7 5 O ? '`mil -� C�•� rj tti pA 0 SHEET DESCRIPTION, CLEARWATER BEACH VACATION OWNERSHIP PROJECT SITE PLAN 3 .3 N t, 3 3.92 3 •e A,`( �j '1\ 01 /04/ N0. I DATE REVISED 0 PEDESTRIAN /VEHICULAR SAFETY AIDS: 1. SPECIFIC SIGNAGE ALERTING EXITING TRAFFIC OF PEDESTRIAN CROSSING(S). 2. MIRROR INSTALLATIOINS TO AID IN BOTH, PEDESTRIANS /VEHICLES, VISIBILITY. 3. INSTALL SIGNS THAT READ "MOTORIST, PLEASE USE MIRRORS WHEN BACKING OUT" NOTES: 1. VERTICAL CLEAR HEIGHT OF PARKING GARAGE IS 8'2" OR 98" TO ACCOMMODATE HANDICAP VAN WITH TOPPER. 2. AT TYPICAL 90' TURNS, THE TURNING VEHICLE WILL ENCROACH UNTO THE PATH OF ONCOMING VEHICLES. AIDS WILL BE INSTALLED TO ASSIST MOTORIST WHEN WALLS / COMUMNS IMPEDE THEIR VIEW. 3. NO COLUMNS WILL ENCROACH INTO REQUIRED PARKING OR THE ADJACENT WALKWAYS. 4. COLUMNS NEED TO REMAIN ON THE SIDE OF THE DRIVE ISLE DUE TO STRUCTURAL SPAN /DESIGN CONSTRAINTS. C Ill E a C Q1 O y i V 7 O a 0 -0 Q) Cn (D .o 0 C 0 E a 0 U ei C O U wr C) °. 797 C 0 N t ray y�y v TOTAL PARKING SPACES = 141 ' , CB STANDARD = 117 VALET = 24 70 Z c a PARKING LEVEL 2 73 V) c O U NOTE: SEE ARCHITECTS PLAN FOR FURTHER DETAIL C O Octavio Cabrera JOB N0. 699 -271 Op 0 0 O O N EPN 209 • � P.E. No. 14663 �' '� F.B. B PG. SHT. OF 13 Q v LDG, PAVEMENT, SIGNS ' F DATE, 10131/07 REVISIONS S1A�E OF ' �• ?BYD �� o fi +' n r I 0. 0 10 20 40 -" -^_ • - CON C ° _ —rev - -- I -- - -- - - -- - - -- - - - - - - - -- 0 � L-1 ° °• ° ° °- µ — I 36 37 38 39 40 41 42 ( 1 I 26 27 28 29 30 31 32 33 34 35 -00 CL METAL STAIR 1 19 20 21 22 23 24 25 00 0- �II i I FRAM 1 E V. I No 1 I STORAGE .®...... - °AIRS � 9 -- ITF ED m . , TYP rk 6 n �J 9 11 Ti �1 YP � N � � - � ` C* '`"`�'" ' O I -v 'J 1 N Y N ONE WAY YP I I I Go " ,;0 xZ1 18 ONE WA D D '°""°" 1 I ,z ' PEDESTRIAN /VEHICULAR SAFETY AIDS: YP _•sE 1. SPECIFIC SIGNAGE ALERTING EXITING TRAFFIC OF PEDESTRIAN 17 0� 140 SERVIC - 0 44 43 `l'= - 1 �i 142 n41 ROOM .. ,,. oo c� CROSSINGS . r 1 48 tL ` I v 1 4,0 146 145 144 143 I LOBBY 46 4z Iti f 2. MIRROR INSTALLATIOINS TO AID IN BOTH, PEDESTRIANS /VEHICLES, 16 TYP w 149 Do 147 °$ ro-�-u- `1i VISIBILITY. Z ' l3. INSTALL SIGNS THAT READ MOTORIST, PLEASE USE MIRRORS WHEN 70 BACKING OUT„ 1 p 25.58 4 CL. ' � � 1 � T 89 1 ARKNG 111 132 j N ��1M=4.�� „GIP NOTES: 1. AT TYPICAL 90' TURNS, THE TURNING VEHICLE WILL ENCROACH UNTO x 1 15 NARKING P Q 18' 18 ��3 ' THE PATH OF ONCOMING VEHICLES. AIDS WILL BE INSTALLED TO ASSIST Y PA 8 t eT 91 TYP 131 TYP '1 IE N 4 '� Gig , , p 1 a'r 1 vA a `' Z 112 �1 f t __ 1 •� , 5.9? MOTORIST WHEN WALLS / COMUMNS IMPEDE THEIR VIEW. / 1 1 14 VAPEYsa PARKIN = 133 iE LJ I S "GIP � -_ 2. NO COLUMNS WILL ENCROACH INTO REQUIRED PARKING OR THE cJn 1 PARK►NG 130 48 1 = I� w' 4J "GIP - 1 _ 113 1 r�2 I - ADJACENT WALKWAYS. 87 /A► ET g2 c ? 13 vAI ET PARMCtNG T 18' I� = 1 3. COLUMNS NEED TO REMAIN ON THE SIDE OF THE DRIVE ISLE DUE TO `,, 1 PARKING g3 18, 114P ARKiNG TYP 134 a 49 1� ' 1 STRUCTURAL SPAN /DESIGN CONSTRAINTS. (I1 1 86 1 p RKIN�' VA�G110 Y 129 �'1 3 1 rt 1 12 VAt- G PARKt 135 � 1 � r F,ARKIN 1g 12 50 1 r^ AB 94 115 8 `z 1 11 85 vA► Et 1p9 Y BLDG { RKtNG Q �J 1 Lg-� PA Y 7i � SUPPORT '� I • a � � � D 1 PA KING 116 W 18' 136 51 �b, x t ; 108 p TYP127 1g' 1 V? 10 27.83 , 95 84 24, 137 0 24, 1 52 \d 3 96 18P 117 126 SEENOTE 3 ,— 1 9 z 83 97 '' 24' 107 18' 125 1 38 THE PEDESTRIAN/ ' 1 0 82 118 TYP VEHICULAR 1a 106 a 139 SAFETY AIDS ` • � 8 1 TYP a o 119 124 _� C 1 98 �cl Z ' 1 99 104 120 ENE VE ; 80 a Aix" i o 6 °r° r 122 121 Q , kt� ��' ` 2 x (EL i6) � �� 1a to (NA V �E \ Y TYP 100 123 SEE NOTE 3 -- �, 54 n 88) n 1 5 79 0 101 g, OF THE -_ - -- - - - - -- -- - - t, a n 1 r 102 �„--^ PEDESTRIAN/ 55 1 \ a C_- C> 1 a, ~ T� VEHICULAR ? 4 10 N SAFETY AIDS ., 1 ® 24 76 m TYP — EMERGENCY \ :5 1 IRROR N GENERATOR t i `n 1 3 TYP ONE WAY a 56 TANK 1 00 �- 57 ROOM NO � 2 N ON 01\11X TYP 62 61 /\ 1 O 65 64 63 �. - J /rLrl t /p�, ` 1 1 66 14., . 1 g, 6a C m 1 TYP YP F-772 71 0 69 67 cY��; ��,� -�. P (� 7 P PM PM) i�l„ 19„ \ I I AIR a �Q, (M y Do y. `J �M F 15 13„ LI 3 O c 1 +' 73 o 74 (P7 STORAGE 75 n CONC ��!'- _- C? M- J.0O~ o a \ c+ r 11 1 s:�-- i`%- =_:=.i; z `" I t... `__ I (1 r� 2�� �, >, 6 i 'q.•�, �. �C�!� 1 ��=1`c3 ���\ 1:: 6• 1 J P \IC k `��Gp E ` 1 -�jNC 4�t_ J�IO =" -��1. y �(J , _„ .,f� 3 _ .1 _ Iti.. W oc) �` ;1 , , �: ° �,. ' < TOTAL PARKING SPACES = 149 o O � � Jy, �ca" (ZCP Y; 0 '05 x �` -�``' SEE NOTE 3 OF THE t I r 1I' STANDARD 137 c 2,7g 2 x 1 0 PEDESTRIAN /VEHICULAR 1 r l HANDICAP = 0 m �rn IE NE ���2 1 SAFETY AIDS x E'' VALET = 12 —� UT I 1 ° CCCL 'o �{ 6 � � M ,,ri L EVEL 3 1 x PARKING i NOTE: SEE ARCHITECTS PLAN FOR FURTHER DETAIL N 1 O C Octavio 0=511d ° JOB No. ° DESIGNED THE SIGNATURE OF THE QUALITY PREPARED FOR: SHEET DESCRIPTION, oc CLEARWATER BEACH VACATION 699 -271 ° C) CONTROL OFFICER IN THIS SPACE , , , INDICATES THAT ALL REQUIRED Taylor Woodrow - U.S. Tower Division EPN FLORIDA DESIGN CONSUL TAN I O INC. 09 0 LL c DRAWN S PERMITS HAVE BEEN OBTAINED OWNERSHIP PROJECT F.B. 8 PG. N AND THAT CONSTRUCTION IS f ' 8430 ENTERPRISE CIRCLE , o JM ,SDD pUTHORI2ED To COMMENCE. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS SUITE 100 �` SHT. 5 CHECKED , 0 3030 Starkey Blvd, New Port Richey FL 34655 BRADENTON, FLORIDA 34202 SITE PLAN Tel, (727) 849 -7588 - Fax: (727) 848 -3648 1 01/04/08 REVISED BLDG, PAVEMENT, SIGNS �. t. 13 O.C. TEL (941)554 -2000 FAX (941) 554 -3005 A E+ E.B. N0. 7421 NO. DATE REVISIONS �• '�- t �� APF'D /31/07 OF O Y • BY ° •, ,• fit. Aw G� CJ �GP� PG � ADD STONE BERM SPEED BUMP TO SHAKE OFF EXCESS DIRT ON TRUCKS 6" MINIMUM USE FDOT # 357 ROCK GEOTEXTILE UNDERLINER 50' TEMPORARY CONSTRUCTION ACCESS N.T.S. Slotted PVC Connector Pipe (Metal Collar Reinforced) (�I8 Oz. Nylon Reinforced PVC Fabric (300 psi Test) TYPE JI 5,: T6-Vinyl Sheathed EAW Steel Cable / (9800 Lbs. Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Flotation (8" Dia. Equiv.) (17 lbs. Per Ft. Buoyancy) \ O Stress Plate ji'Ga /vanized Chain 0 1� I l8 Oz. Nylon Reinforced PVC Fabric 000 psi Test) With Lacing Grommets l TYPE I a D, =5' Std. (Single Panel For Depths 5' or Less). D2 =5' Std. (Additional Panel For Depths> 59. Curtain To Reach Bottom Up To Depths Of 10 Feet. Two(2) Panels To Be Used For Depths Greater Than l0 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. NOTICE. COMPONENTS OF TYPES I AND H MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS D.O.T. INDEX #103 N.T.S. MAINTENANCE OF SILT SCREENS: SILT SCREENS SHALL BE INSPECTED AFTER EACH RAINFALL EVENT FOR SIGNS OF DETERIORATION OR FAILURE. DETERIORATION OF A SILT SCREEN SHALL BE CONSTRUED TO MEAN THAT THE SILT SCREEN HAS LIMITED EFFECTIVENESS OR CAPACITY FOR THE FUNCTION OF TRAPPING SEDIMENT, DUE TO PROBLEMS SUCH AS, BUT NOT LIMITED TO, EXCESSIVE BUILDUP OF SEDIMENT OR CONSTRUCTION ACCIDENT. WHEN A SILT SCREEN BECOMES DETERIORATED, IT SHALL BE IMMEDIATELY REMEDIED AT THE DIRECTION OF THE ENGINEER BY SUCH MEANS AS REMOVAL OF THE EXCESSIVE BUILDUP OF SILT, STRAIGHTENING AND TIGHTENING OF THE SCREEN, OR ANY OTHER SUCH MEASURE DEEMED NECESSARY. FAILURE OF A SILT SCREEN SHALL BE CONSTRUED TO MEAN THAT THE SILT SCREEN IS NO LONGER CAPABLE OF FUNCTIONING TO TRAP SEDIMENT DUE TO A RIP, TEAR, OVERTOPPING BY SEDIMENT, BIODEGRADATION, CONSTRUCTION ACCIDENT, OR ANY OTHER SUCH MEANS. WHEN A SILT SCREEN IS DEEMED BY THE ENGINEER TO HAVE FAILED, IT SHALL BE IMMEDIATELY REPLACED WITH NEW SILT SCREEN WITHIN THE LIMITS DIRECTED BY THE ENGINEER. PREVENTATIVE MAINTENANCE OF THE SLIT SCREEN SHALL BE ACCOMPLISHED BY WEEKLY INSPECTION FOR SIGNS OF DETERIORATION OR FAILURE DURING PERIODS OF NO RAINFALL EVENT. MAINTENANCE OF HAY BALES: HAY BALES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT FOR SIGNS OF DETERIORATION OR FAILURE. DETERIORATION OF A HAY BALE SCREEN SHALL BE CONSTRUED TO MEAN THAT THE HAY BALE SCREEN HAS LIMITED EFFECTIVENESS OR CAPACITY FOR THE FUNCTION OF TRAPPING SEDIMENT, DUE TO PROBLEMS SUCH AS, BUT NOT LIMITED TO, EXCESSIVE BUILDUP OF SEDIMENT OR CONSTRUCTION ACCIDENT. WHEN A HAY BALE SCREEN BECOMES DETERIORATED, IT SHALL BE IMMEDIATELY REMEDIED AT THE DIRECTION OF THE ENGINEER BY SUCH MEANS AS REMOVAL OF THE EXCESSIVE BUILDUP OF SILT, STRAIGHTENING AND REALIGNING OF THE SCREEN, OR ANY OTHER SUCH MEASURE DEEMED NECESSARY. FAILURE OF A HAY BALE SCREEN SHALL BE CONSTRUED TO MEAN THAT THE HAY BALE SCREEN IS NO LONGER CAPABLE OF FUNCTIONING TO TRAP SEDIMENT DUE TO OVERTOPPING BY SEDIMENT, BIODEGRADATION, CONSTRUCTION ACCIDENT, OR ANY OTHER SUCH MEANS. WHEN A HAY BALE SCREEN IS DEEMED BY THE ENGINEER TO HAVE FAILED, IT SHALL BY IMMEDIATELY REPLACED WITH A NEW HAY BALE SCREEN WITHIN THE LIMITS DIRECTED BY THE ENGINEER. PREVENTATIVE MAINTENANCE OF THE HAY BALE SCREEN SHALL BE ACCOMPLISHED BY WEEKLY INSPECTION FOR SIGNS OF DETERIORATION OR FAILURE DURING PERIODS OF NO RAINFALL EVENT. 6' MAX. POST (OPTIONS: 2 "x 4" OR 2 1/2" MIN. DIA. WOOD: STEEL 1.33 LBS /FT MIN.) O 4 00 U , N Z_ co /► �2M." 4 PAVEMENT B CURB INLET O� CURBING 1 PAVEMENT B 8" CONCRETE BLOCK OR EQUAL WRAPPED IN FILTER FABRIC FLOW GUTTER CURB INLET SECTION B -B INSTALLATION: INSTALL CURB INLET SEDIMENT BARRIER IMMEDIATELY AFTER PAVING. USE 8" CONCRETE BLOCK OR EQUAL WRAPPED IN FILTER FABRIC. PROVIDE A 4" GAP BETWEEN BARRIER AND INLET TO ALLOW OVERFLOW. MAINTENANCE: THE BARRIER SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE —HALP THE HEIGHT OF THE BARRIER. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FROM THE SEDIMENT BARRIER AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLET, AGAIN. CURB INLET SEDIMENT BARRIER Closed Cell Solid Plastic Foam Flotation (6" Did. Equiv.) (12 Lbs. Per Ft. Buoyancy) ,3 -511 Rope (600 /b. Breaking Strength) 4I'Golvanized Chain- ON OPTIONAL POST POSITIONS 20•± �PRINCIPAL POST POSTITION UI � — (CANTED 20' TOWARD FLOW) E, FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) TYPE III SILT FENCE D.O.T. INDEX #102 N.T.S. SECTION FILTER FABRIC 'LOW PREPARED FOR: FLORIDA DESIGN CONSUL )"ANTS, INC, ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS 3030 Starkey Blvd, New Port Richey FL 34655 Tel, (727) 849 -7588 - Fax, (727) 848 -3648 E.B. No. 7421 STORM DRAIN STRUCTURE SECTION 6' MINIMUM r- SILT FENCE TYPE III TOE FABRIC IN R" I.AIKIIAAI IAA xQ - -x ❑ 2"x4" CROSSBRACE x x STORM DRAIN -STRUCTURE 6' MINIMUM x x PLAN ' INSTALLATION: x POST x - TYPE III SILT FENCE SUPPORTED BY STEEL POST SHALL BE USED. THE STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART, AND SECURELY DRIVEN INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP. THE FABRIC SHALL BE ENTRENCHED 12 INCHES AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL. FABRIC AND WIRE SHALL BE SECURELY FASTENED TO THE POST, AND FABRIC ENDS MUST BE OVERLAPPED A MINIMUM OF 18 INCHES OR WRAPPED TOGETHER AROUND A POST TO PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE INLET. MAINTENANCE: THE BARRIER SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -HALF THE HEIGHT OF THE BARRIER. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FROM THE SEDIMENT BARRIER AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLET, AGAIN. ,9 MIA NAME TITLE w DATE R� C C) 0 0 0) 0 v U O Q) N 0 C 1 M E . 12 v 00 0 N .r 0 C I v n: IL rn 0 c ° h DESIGNED THE SIGNATURE OF THE OUAUTY " ° CONTROL OFFICER IN THIS SPACE � OC INDICATES THAT ALL REQUIRED o DRAWN PERMITS HAVE BEEN OBTAINED oJMS,SDD AND THAT CONSTRUCTION I$ ° CHECKED AUTHORIZED TO COMMENCE. 0 0 O.C. X O 4 00 U , N Z_ co /► �2M." 4 PAVEMENT B CURB INLET O� CURBING 1 PAVEMENT B 8" CONCRETE BLOCK OR EQUAL WRAPPED IN FILTER FABRIC FLOW GUTTER CURB INLET SECTION B -B INSTALLATION: INSTALL CURB INLET SEDIMENT BARRIER IMMEDIATELY AFTER PAVING. USE 8" CONCRETE BLOCK OR EQUAL WRAPPED IN FILTER FABRIC. PROVIDE A 4" GAP BETWEEN BARRIER AND INLET TO ALLOW OVERFLOW. MAINTENANCE: THE BARRIER SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE —HALP THE HEIGHT OF THE BARRIER. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FROM THE SEDIMENT BARRIER AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLET, AGAIN. CURB INLET SEDIMENT BARRIER Closed Cell Solid Plastic Foam Flotation (6" Did. Equiv.) (12 Lbs. Per Ft. Buoyancy) ,3 -511 Rope (600 /b. Breaking Strength) 4I'Golvanized Chain- ON OPTIONAL POST POSITIONS 20•± �PRINCIPAL POST POSTITION UI � — (CANTED 20' TOWARD FLOW) E, FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) TYPE III SILT FENCE D.O.T. INDEX #102 N.T.S. SECTION FILTER FABRIC 'LOW PREPARED FOR: FLORIDA DESIGN CONSUL )"ANTS, INC, ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS 3030 Starkey Blvd, New Port Richey FL 34655 Tel, (727) 849 -7588 - Fax, (727) 848 -3648 E.B. No. 7421 STORM DRAIN STRUCTURE SECTION 6' MINIMUM r- SILT FENCE TYPE III TOE FABRIC IN R" I.AIKIIAAI IAA xQ - -x ❑ 2"x4" CROSSBRACE x x STORM DRAIN -STRUCTURE 6' MINIMUM x x PLAN ' INSTALLATION: x POST x - TYPE III SILT FENCE SUPPORTED BY STEEL POST SHALL BE USED. THE STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART, AND SECURELY DRIVEN INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP. THE FABRIC SHALL BE ENTRENCHED 12 INCHES AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL. FABRIC AND WIRE SHALL BE SECURELY FASTENED TO THE POST, AND FABRIC ENDS MUST BE OVERLAPPED A MINIMUM OF 18 INCHES OR WRAPPED TOGETHER AROUND A POST TO PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE INLET. MAINTENANCE: THE BARRIER SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -HALF THE HEIGHT OF THE BARRIER. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FROM THE SEDIMENT BARRIER AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLET, AGAIN. ,9 MIA NAME TITLE COMPANY NAME, ADDRESS AND PHONE NUMBER DATE R� C C) 0 0 0) N SHT. O s C I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. NPDES CONTRACTOR AND SUBCONTRACTOR CERTIFICATION TO BE COMPLETED AFTER CONTRACTORS HAVE BEEN SELECTED. I SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CERTIFICATION CONSTRUCTION SURFACE WATER MANAGEMENT PLAN ( CSWMP) HILLCREST PRESERVE 1. THE CSWMP CONSISTS OF PLAN SHEETS 6 AND 7 SHOWING EROSION PROTECTION DEVICES TO BE UTILIZED ON THE PROJECT. 2. THE APPLICANT /OWNER OR AUTHORIZED AGENT HAS REVIEWED THE CSWMP AND HAS SIGNED THE CSWMP WHERE REQUIRED BELOW. 3. THE CSWMP SHALL BE PART OF THE FINAL CONSTRUCTION PLANS FOR THE PERMITTED SURFACE WATER MANAGEMENT SYSTEM. SIGNATURE: NAME: DATE: APPLICANT OWNER AUTHORIZED AGENT a o a I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. NAME (OPERATOR AND /OR RESPONSIBLE AUTHORITY) Taylor Woodrow - U.S. Tower Division 8430 ENTERPRISE CIRCLE SUITE 100 BRADENTON, FLORIDA 34202 TEL (941)554 -2000 FAX (941) 554 -3005 DATE 1. SITE DESCRIPTION A. PROJECT DESCRIPTION: THE DEVELOPER / APPLICANT PROPOSES TO CONSTRUCT A NEW HOTEL (TIMESHARE) COMPLEX LOCATED IN CLEARWATER, FLORIDA. CONSTRUCTION WILL CONSIST OF CLEARING, GRUBBING, EARTHWORK, INSTALLATION OF THE INFRASTRUCTURE, BACK FILLING, PAVING AND GRADING. B. MAJOR SOIL DISTURBING ACTIVITIES: SOIL DISTURBING ACTIVITIES FOR THIS PROJECT WILL INCLUDE CLEARING, GRUBBING, EARTHWORK, INSTALLATION OF PAVING, DRAINAGE AND SANITARY STRUCTURES, WATER MAIN INSTALLATION BACK FILLING AND GRADING. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY OR PERMANENT STABILIZATION AS SOON AS POSSIBLE FOR AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE CEASED, BUT IN NO CASE SHALL THE TIME BE GREATER THAN FOURTEEN (14) CALENDAR DAYS. C. TOTAL PROJECT AREA: 1.87 ACRES THE PROJECT CONSISTS OF THE CONSTRUCTION OF A HOTEL (TIMESHARE) COMPLEX CLEARING AND GRUBBING, EARTHWORK, DRAINAGE /UTILITY INFRASTRUCTURE AND PAVEMENT. D. TOTAL AREA TO BE DISTURBED: 1.87 ACRES IT SHALL BE THE INTENT OF THE CONTRACTOR TO MINIMIZE THE ACREAGES OF DISTURBED SOIL IN THE PROJECT AREA AT ALL TIMES. E. (1) RUNOFF COEFFICIENTS BEFORE CW(B), DURING CW(D) AND AFTER CW(A) CONSTRUCTION: RUNOFF COEFFICIENT FOR: OPEN SPACE: C = 0.20 IMPERVIOUS SURFACES: C = 0.95 DISTURBED AREAS, EXPOSED SOIL ETC. DURING CONST.: C = 0.40 WEIGHTED RUNOFF COEFFICIENT: CW(B): 0.95 CW(D): 0.40 CW(A): 0.95 THE SITE CONSISTS OF NATURAL TREED AREAS, PLANTED PINE AREAS AND MAINTAINED PASTURE AREAS. 2. CONTROLS NARRATIVE - SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS: CONSTRUCTION ACTIVITIES - GENERAL CONSTRUCTION ACTIVITIES ON THIS PROJECT CONSIST OF CLEARING, GRUBBING, EARTHWORK, INSTALLATION OF THE INFRASTRUCTURE, BACK FILLING AND GRADING. ALL ITEMS REPRESENTED IN THE FOLLOWING DISCUSSION ARE TREATED IN DETAIL IN THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ", OR WILL BE IMPLEMENTED BY THE CONTRACTOR'S REPRESENTATIVE IN A MANNER APPROPRIATE TO ENVIRONMENTALLY SENSITIVE CONSTRUCTION PRACTICES AND AS APPROVED BY THE OWNER. THE CONTRACTOR WILL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL PLAN. THE CONTRACTOR WILL ALSO BE REQUIRED TO MODIFY THE PLAN OR MATERIALS DURING CONSTRUCTION TO ADAPT TO SEASONAL VARIATIONS. OFF -SITE RUNOFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA. THIS ADDITIONAL FLOW IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES, REQUIRING MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION AND SEDIMENT CONTROLS. COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN IS A REQUIREMENT OF THE PROJECT CONTRACT DOCUMENTS. CONSTRUCTION- RELATED INFORMATION REQUIRED BY THE NPDES PERMIT BUT NOT SPECIFICALLY INDICATED IN THE STORMWATER POLLUTION PREVENTION PLAN CAN BE FOUND IN THE CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A STABILIZED CONSTRUCTION ENTRANCE FOR VEHICLES ENTERING OR EXITING ONTO PUBLIC ROADS. THE CONTRACTOR'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR MONITORING THE SYSTEM AND MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED. CONSTRUCTION ACTIVITIES PRIOR TO COMMENCEMENT, THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE SEQUENCING OF TEMPORARY AND PERMANENT SOIL DISTURBING ACTIVITIES ON ALL PORTIONS OF THE SITE. PRIOR TO THE BEGINNING OF ANY PHASE, THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL ITEMS AS DESCRIBED IN THE CONSTRUCTION DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEEDING, MULCHING AND WATER AS SOON AS POSSIBLE FOR AREAS OF THE SITE WHERE CONSTRUCTION HAS TEMPORARILY CEASED BUT IN NO CASE SHALL THE TIME BE GREATER THAN FOURTEEN (14) DAYS. INSTALLATION OF THE INFRASTRUCTURE AND EARTHWORK, AS SHOWN ON THE PLANS MAY REQUIRE DEWATERING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCHARGING THE DEWATERING FLOW TO A TEMPORARY SETTLINGS BASIN SUCH AS AREAS CREATED BY STAKED HAY BALES IN DRY GRASSED SWALES OR OTHER SIMILAR SETTLING AREAS, HOWEVER, AT NO TIME SHALL THE CONTRACTOR DISCHARGE DEWATERING FLOW DIRECTLY TO WETLAND AREAS. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND MAY BE REMOVED ONLY WHEN PERMANENT STABILIZATION IS ESTABLISHED AND THE OWNER APPROVES THE REMOVAL. A. EROSION AND SEDIMENT CONTROLS: (1) STABILIZATION PRACTICES TO BE IMPLEMENTED: STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE SHALL THE TIME BE GREATER THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. ALL DISTURBED AREAS WILL BE SEEDED AND MULCHED OR SODDED FOLLOWING CONSTRUCTION. (2) STRUCTURAL PRACTICES WILL INCLUDE: ROCK BEDDING AT CONSTRUCTION EXIT STAKED SILT FENCES B. OTHER CONTROLS: (1) WASTE DISPOSAL: THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZER, HYDROCARBON, OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER. NO SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS SHALL BE DISCHARGED TO WETLANDS OR BURIED ON -SITE. (2) OFF -SITE VEHICLE TRACKING: OFF -SITE VEHICLE TRACKING WILL BE CONTROLLED BY THE FOLLOWING METHODS: LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN, EXCESS DIRT ON ROAD REMOVED DAILY. STABILIZED CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING STABILIZED CONSTRUCTION ENTRANCES WHEN ENTERING OR EXITING ONTO PUBLIC ROAD. THE CONTRACTOR'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED AND AS APPROVED BY THE OWNER. (3) SANITARY WASTE: ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATION. (4) FERTILIZERS AND PESTICIDES: FERTILIZERS AND SOIL STERILIZERS WILL BE USED ON THIS PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AT THE DISCRETION OF THE CONTRACTOR WITH COORDINATION OF THE OWNER. (5) NON - STORMWATER DISCHARGE (INCLUDING SPILL REPORTING): A. THE CONTRACTOR WILL PROVIDE THE DEVELOPER / APPLICANT WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL REPORTING AND RESPONSE. B. APPROVED STATE, LOCAL PLANS, OR STORMWATER PERMITS: SEE ATTACHED PERMITS. (6) STORAGE, APPLICATION, GENERATION, AND MITIGATION OF TOXIC SUBSTANCES: (A) ALL TOXIC SUBSTANCES ARE TO BE STORED, APPLIED, GENERATED, OR MITIGATED IN ACCORDANCE WITH THE CRITERIA OF THE APPROPRIATE REGULATORY AGENCIES. 3. MAINTENANCE: GENERAL THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE COST OF PAY ITEMS FOR THIS PROJECT. THE CONTRACTOR SHALL MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY RAINFALL. ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE CONTRACTOR. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. STRUCTURAL PRACTICES AND CONTROLS: THE FOLLOWING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS: BUILT -UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE -THIRD THE HEIGHT OF THE FENCE. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE. 4. INSPECTION: THE CONTRACTOR'S DAILY INSPECTIONS REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE COST OF THE PAY ITEMS FOR THIS PROJECT. ALL EROSION AND WATER POLLUTION ABATEMENT AND CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR. THE CONTRACTOR SHALL USE THE CONSTRUCTION INSPECTION REPORT FORM (SEE ATTACHED) FOR DAILY INSPECTIONS. 5. TRACKING AND REPORTING: REQUIRED INSPECTIONS MUST OCCUR AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT THAT IS 0.50 INCHES OR GREATER. AN INSPECTION REPORTING FORM HAS BEEN PROVIDED TO THE OWNER /DEVELOPER. THE CONTRACTOR SHALL SUBMIT A WEEKLY REPORT TO THE DEVELOPER / APPLICANT DOCUMENTING THE DAILY INSPECTIONS AND MAINTENANCE OR REPAIRS TO THE EROSION AND SEDIMENT CONTROL DEVICES. THE DEVELOPER / APPLICANT OR ITS REPRESENTATIVES SHALL MAINTAIN ALL REQUIRED RECORDS SUBMITTED BY THE CONTRACTOR AND COMPLETE ALL SWPPP INSPECTION REPORT FORMS REQUIRED FOR THE NPDES PERMIT. PREPARATION OF THE CONTRACTOR'S WEEKLY REPORTS OF INSPECTIONS, MAINTENANCE AND REPAIRS, REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE COST OF THE PAY ITEMS FOR THIS PROJECT. SHEET DESCRIPTION: CLEARWATER BEACH VACATION OWNERSHIP PROJECT STORMWATER POLLUTION PREVENTION PLAN AND CSWMP I I I Uctavlo Cabrera �1_11114 1 :E. No.1 JOB NO. 699 -2 EPN 209 F.B. 8 PG. C 0 N E Q. c Q> 3 0 _ 3 a� U 0 Q 0 0 Q> Q> 0 C 0 1= W CL U U 0 0 111��Ajjj���e U 4 0 R� C C) 0 0 0) N SHT. O s C C I o 0 C W C O U I c o+ rn Q) ° 71 0 0 U_ III 0 0 N SHT. s • 7 71 a IDATE. CL Z a C, N0. DATE a REVISIO S. r. } ABYD 10/31/07 OF I V 0 V C .I� C M 00 0 0 N .r 0 I 3 25' 10' SIDEW, HP 6.30 - oq FLOOR DRAIN EL =6.00 ENTRANCE SECTION 7 x x ' U� I OCS 101 SEE SHEET 12 OF 13 FOR OCS 101, FILTERDRAIN PLANS AND DETAILS 27'58'11" LAT - 28'49'51" LONG 6 3 LEGEND - N Proposed Storm Sewer ay``- (D = Proposed Manhole 10 = Proposed Storm Structure Number >'`.5 >'i ' L� ---------- - - - - -- = Proposed Silt Fence : :�\ �✓ ' - .<:.. r = FEMA Flood �-� -r- Zone Line .ti. r •- �•; >, y -��. = Overland Drainage Flow Direction •R�f � � � fir•, \.•;;',�'1, ,� 4 I Concentrated Drainage Flow Direction Hard Surface Drainage Flow Direction ikI 't,• =- ,� > z -� s • 3.1 �_` - CCCL 5 0 ' �. // \• - _ _ U `�i� � / -}.5' = Proposed Spot Elevation + / ' 0 10 20 40 Existing Spot Elevation - 8 PVC El YARD DRAIN (8" MIN) i 0 CCCL \ / _ COf�JC 8„ - - - - - -- 1 Q.. t,: _ - - -- - -� - -. -- 5 g5 5 g5 CD x a -- 5' CONCRETE S B 38 ' TAIRS 46 47 48 49 50 METAL ST 1 AIR .� 44 45 39 FRAME, IE =1.00 37 E�Ir _.r: 40 42 43 N0 STEP: ...: -..- 00 S 0 1 1 36 THROUGH EXISTING � SEAWALL o IE= 1.50 6.00 EWAY IE =1.62 �� 35 NE WAY 6.00 �� IL AND D y s•oo GREASE -0 I X SEPARATOR 39 LF FILTER DRAIN 34 / -s r 1 Q 109 51 LF 18" RCP 1 - 3 � / 113 114 115 ^ 00.29% 1 110 112 02 1 13 3 / s.00 STORM MH 0 Ln C _ RIM =6.05 1 •� -n LgT _ �� % 116 IE= 1.15 (NW) VAS -ETG 71 IE= 1.15 (S) x t 32 RK�N 9 / r 8 \ PA 9g 17 r UZ ; 31 0 100 1 3 - 1 W 0 VALET PARK // 118 _ � ) 10vAL '� �,i' VAULT (-n 1 U j /. /// ' ACCESS f rj 1 OZ 94 2g VALET r r U 0,28% 102 / / 80 STORM MH 18" R�� VA►ETG / Q i;'.';; // �, %.j / //i RI 6.02 1 59 LF�PLET PAFtK►N 79 ,,; / /, %;:•,•; :; /r; //, /u i ,. IE =1.33 N , 28 PARKING \\ ( )� INV =1.50 IE= .33 (E) I 1 103 / �/r ACCESS /� • / / //% g1 SERVICE i .• 0 QO ®2�0 =Floor Drain and Grate Elevation /Invert Elevation TYPE, SIZE, AND SLOPE OF / I� 280 = Yard Drain and Grate Elevation /Invert Elevation DRAINAGE SYSTEM TO BE DETERMINED AT CONSTRUCTION PLAN / i I / �= - STAGE. / / CCCL = Coastal Construction Control Line - �- - -__ __ ._ :_� _ --------- - - - - -- CONC !�Y _ SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CERTIFICATION 13a , 0 CONSTRUCTION SURFACE WATER MANAGEMENT PLAN ( CSWMP) ttro'` / Ii MATCH EXISTING :3 HILLCREST PRESERVE REMOVE 65 LF OF 1. THE CSWMP CONSISTS OF PLAN SHEETS 6 AND 7 SHOWING EROSION PROTECTION DEVICES TO BE _ EXISTING CURB AN REPLACE WITH VALLE UTILIZED ON THE PROJECT. a GUTTER 56 I 2. THE APPLICANT/ OWNER OR AUTHORIZED AGENT HAS REVIEWED THE CSWMP AND HAS SIGNED THE 54 52 53 55 57 58 9� ° �:� CSWMP WHERE REQUIRED BELOW. 59 F o 3. THE CSWMP SHALL BE PART OF THE FINAL CONSTRUCTION PLANS FOR THE PERMITTED SURFACE (_ o WATER MANAGEMENT SYSTEM. "�• ^�*�:� ?� �'` � � � SIGNATURE: -------------- - - - - - NAME: - - - --------------------------------------- DATE --------- - - - - -- 14 1E, MATCH EXISTING V. -I ® APPLICANT OWNER AUTHORIZED AGENT ... ° a. c - ! ( • �' > ;1 STAIRS�_� $ a ° I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED E E UND MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUA IFI D PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED i I - ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION THE INFORMATION SUBMITTED IS TO THE 4•4 A q „SIP BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE L08BY: _� �. 1 .• ' IrC_ NW- 6 "D1P AND IMPRISONMENT FOR KNOWING VIOLATIONS. ~_ r °a -n I IE E_� 5`��, „SIP �� R1M- 3 92 3 NP _ NAME (OPERATOR AND /OR RESPONSIBLE AUTHORITY) DATE r CL H/C ACCESS PATH l �/, �/ / //r �/ '" L -��t •I x (^ \ FIRE ACCESS NOTE. l 1 1. FIR �j • - ;- �,I; � ,���,� ,. � E DEPARTMENT ACCESS SHALL MEET REQUIREMENTS PER FLORIDA 20' x 40' TEMPORARY FI RE PREVENTION CODE 2004, NFPA -1, CHAPER 18, TO INSURE PROPER C� 68 �- • / •. 60 -� '� '�� 1 I� � ' �� CONSTRUCTION ACCESS ACCESS FOR FIRE DEPARTMENT VEHICLES. (SEE DETAIL SHEET 6) ,. 1. 1 27 92 NOTES: 1. ALL DRAIN COVERS AND GRATES IN DRIVE AISLES MUST MEET THE REQUIREMENTS OF HS -20 SPECIFICATIONS. 26 77 MATCH EXISTING 2. LANDSCAPE PLANTING COORDINATE WITH YARD DRAIN LOCATIONS. 0 9A C�q S� O 105 r /h, 25 % " / 72 j } `� ., ��y 3. THE USE OF MIRRORS TO ENSURE SAFETY OF PEDESTRIANS AND • ( X g0 77 r�-� j� o -M \ � ��i � - • ��' � OTHER VEHICLES DUE TO LANE ENCROACHMENT. 106 � ' �- ..� 1, :. 1�; 3 `� ,��•-�- i 1 66 ' \ � ��J 4. ANY NEW DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE I 1 24 RIGH -OF -WAY SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE AND \ 1 107 76 83 g3 ,� I 7 x MINIMUM 3000 PSI WITH 6 "X6 "/10X10 WWM PER CITY OF CLEARWATE Zon�E vE l 1 88 I! _j'` _ CONTRACT SPECIFICATIONS AND STANDARS, ARTICLE 30. o 23 �� yr' �� \ U, (E I ) 6) X 1 g y \ 1 5. BRICK PAVER DRIVEWAYS SHALL BE CONSTRUCTED IN COMPLIANCE (' (N� / .'k i� 1 10 65 64 ` REMOVE 81 LF OF s ` WITH CLEARWATER'S CONTRACT SPECIFICATIONS AND STANDARDS INDEX A �D 8g � �_ � 1 22 87 s X _ \ EXISTING CURB AND \ #116. SEE DETAIL ON SHEET 12. 1 1 L) �'- '� •h '\ REPLACE WITH VALLEY 1 �C 1 75 74 73 s.00 - �--..r \ GUTTER t�� 6. STORM SEWER MANHOLE COVERS) SHALL NOT HAVE THE WORDS z "CLEARWATER" OR "CITY OF CLEARWATER' ON THEM AS THE SYSTEM IS A 3 tit \ 21 , -P°" Q 4 , �' O ; oo , - -�,�� o�\� � �� PRIVATE SYSTEM. .., NSFORME 1 p FIFE = 6' s00 �-�� TRA `' �� .7. ALL ROOF RUNOFF TO BE ROUTED TO VAULT. r 1 1RROR IRAs" 1 20 HOLDIN , CRS TRASH SD C) O N DESIGNED THE SIGNATURE OF THE QUALITY ° ° CONTROL OFFICER IN THIS SPACE • i� oc � Q.= INDICATES THAT ALL REQUIRED 0 ° DRAWN PERMITS HAVE BEEN OBTAINED oJMS,SDD AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. 0 0 Q.C. Y 60 ' "�fq - 2 ' t_. LOADING 3 ZONE US - 6 NE Y \ r j • \ 19 ��� O W A 7 6 @ 18 � ` L• ,U• E 11 ¢lN y� � MATCH EXISTING 1 13 12 .. � - --`Jv� • {- -'"" .a. - * """ • Phr any 1 �„ 1 4_» � + ; \ LF PM 75" �' O 16 STAIRS ---"� PN • 17° 1 g, ^� 1 r - "J ✓ r i ] ' _C�} J:_ 6 5� c_ 3.0 r �, 5 Y U6 CONC SIDE -K 1-611 1 ^• , F 5 x 2 E�'1 L . 7 -- e YARD DRAIN U 7 v 0 a a� 0 1 0 N 7 0 0 C 79 , I C, l2� x 1 r Z, CONSTRUCTION NOTE: TYPE, SIZE, AND SLOPE OF A SEPARATE RIGHT -OF -WAY PERMIT WILL BE REQUIRED FOR DRAINAGE SYSTEM TO BE . 1 CCCL DETERMINED AT CONSTRUCTION PLAN 1 STAGE. t 1 1 1 PREPARED FOR: FLORIDA DESIGN CONSUL mrA �� '�(�. Taylor Woodrow - U.S. Tower Division 8430 ENTERPRISE CIRCLE ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PLANNERS SUITE 100 3030 Starkey Blvd, New Pori Richey FL 34655 BRADENTON, FLORIDA 34202 Tel, (727) 849 -7588 - Fax: (727) 848 -3648 TEL (941)554 -2000 FAX (941) 554 -3005 E.B. No. 7421 ALL WORK WITHIN THE RIGHT -OF -WAY OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONE (727) 562 -4798 IN ROOM #220 AT THE MSB (MUNICIPAL SERVICES BUILDING). SHEET DESCRIPTION, CLEARWATER BEACH VACATION OWNERSHIP PROJECT PAVING, GRADING AND DRAINAGE PLAN C 0 rn 0 PARKING LEVEL 1 c U NOTE: SEE ARCHITECTS PLAN FOR FURTHER DETAIL 0 1004 0 OWN W11111A REVISED BLDG MEMIMANIM 0 0 N 0- a� V • i� 0 0 U c Q.= jg'a 79 , I C, l2� x 1 r Z, CONSTRUCTION NOTE: TYPE, SIZE, AND SLOPE OF A SEPARATE RIGHT -OF -WAY PERMIT WILL BE REQUIRED FOR DRAINAGE SYSTEM TO BE . 1 CCCL DETERMINED AT CONSTRUCTION PLAN 1 STAGE. t 1 1 1 PREPARED FOR: FLORIDA DESIGN CONSUL mrA �� '�(�. Taylor Woodrow - U.S. Tower Division 8430 ENTERPRISE CIRCLE ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PLANNERS SUITE 100 3030 Starkey Blvd, New Pori Richey FL 34655 BRADENTON, FLORIDA 34202 Tel, (727) 849 -7588 - Fax: (727) 848 -3648 TEL (941)554 -2000 FAX (941) 554 -3005 E.B. No. 7421 ALL WORK WITHIN THE RIGHT -OF -WAY OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONE (727) 562 -4798 IN ROOM #220 AT THE MSB (MUNICIPAL SERVICES BUILDING). SHEET DESCRIPTION, CLEARWATER BEACH VACATION OWNERSHIP PROJECT PAVING, GRADING AND DRAINAGE PLAN C 0 rn 0 PARKING LEVEL 1 c U NOTE: SEE ARCHITECTS PLAN FOR FURTHER DETAIL 0 1004 0 OWN W11111A REVISED BLDG MEMIMANIM 0 u C Ul CL I E a M co O O N v' O C O O� 3 V (V O Q a I 0 N N C O a y u 0 0 N C O O O O O1 O N Y u c v a N E a r7 n a O 00 0 0 N V O C O 7 D• 3 0 O Q a o, 0 cli Ile 0 a m u 0 0 m C O O O Q. O 2 0 0 N Y 1. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED, THEY SHALL BE INSTALLED, COMPLETED, AND IN LEGEND SERVICE PRIOR TO BUILDING CONSTRUCTION, AS PER NFPA 241. 2. CONTRACTOR TO EXPOSE THE EXISTING SANITARY SEWER LATERAL AND CALL FLORIDA DESIGN CONSULTANTS TO VERIFY THE EXISTING ELEVATION, AND POINT OF CONNECTION, PRIOR TO CONSTRUCTION OF THE SANITARY SEWER SERVICE. = Proposed Sanitary Sewer & Service 3. LOCATION OF EXISTING SANITARY LATERALS, EXISTING RECLAIMED WATER MAIN, EXISTING POTABLE WATER MAIN AND s EXISTING GAS MAIN PER CITY OF CLEARWATER UTILITY ATLAS. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. = Proposed Water Line and Valve 4. FOR LOCATION OF EXISTING RECLAIMED WATERLINE AND POINT OF CONNECTION, PLEASE REFER TO LANDSCAPE PLANS. a: ;:�'_I=_ = Proposed Storm Sewer 5. FOR LOCATION OF GAS SERVICE, PLEASE CONTACT CLEARWATER GAS. -- - - -- - -- - -- - --- - - --- `.� 6. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER METER. DUCTILE IRON PIPE MUST BE --- - = Existing Water Main INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTOR DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE - _- s - = Existing Sanitary Sewer Main INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTOR DEVICE. PM SPEORCAITOW = Proposed Fire Hydrant t PVC PIPE (6' ARID 87) SANTARY SEWER V = Proposed Fire Dept. Connection (FDC) PVC PIPE (SDR35) POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM D -3034 SDR35 D -1784 (PVC COMPOUND), LATEST .YfJ = Existing Hydrant Assembly 4' REVISION, OR AS OTHERWISE SPECIFIED. ALL PVC SEWER PIPE SHALL BE CONSPICUOUSLY LABELED WITH THE MANUFACTURER'S NAME, �� :6 c� NOMINAL PIPE SIZE, APPLICABLE MATERIAL CODE OR PVC CELL CLASSIFICATION, STANDARD DIMENSION RATIO NUMBER, PRODUCT TYPE, = Proposed Building Footprint > ' STANDARD SPECIFICATION DESIGNATION, PRODUCTIONS RECORD CODE AND NSF CERTIFICATION SEAL AND WILL BE COLOR CODED GREEN, PIPE WILL BE A MAXIMUM 13' LAYING LENGTH. APPROVED PRODUCTS: J -M /BLUE BRUTE, H &W, E.T.I. CERTAINTEED (W /INTEGRAL BELL), AQUA -TITE, NORTHSTAR, CANTER, VULCAN, DAVIS- DAVTITE. 2 PVC PFE (LESS THAN 41 WATER PVC PIPE LESS THAN 4" SHALL BE MADE FROM CLEAN, NEW NSF APPROVED TYPE 1, GRADE 1, PVC CONFORMING TO ASTM SPECIFICATIONS D1784 AND D2241 OR LATEST REVISIONS THEREOF, AND BE SUITABLE FOR USE AT MAXIMUM HYDROSTATIC WORKING PRESSURES OF 200 PSI AT 23 DEGREES C (73.4 DEGREES F). PIPE SHALL BE FURNISHED IN STANDARD 20' LENGTHS WITH JOINTS BEING OF THE PUSH -ON I INTEGRAL BELL TYPE SUPPLIED WITH GASKETS INSTALLED. PIPE SHALL BE MARKED WITH THE NSF MARK INDICATING ITS APPROVAL FOR POTABLE WATER. ALL PIPE SHALL BE CLEAN AND ENDS SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS: J -M, CERTAINTEED i f WITH INTEGRAL BELL, HEP, H &W. I II 3. PVC PIPE (4' AND AMVE) WATER DUnON ( I I PVC PIPE (C900): PVC PIPE (4" AND LARGER) SHALL IN ACCORDANCE WITH AWWA C900, WITH PUSH -ON INTEGRAL BELL JOINTS AND SUPPLIED IN STANDARD 20' LENGTHS. NO SOLVENT- CEMENT PIPE OR FITTINGS WILL BE ACCEPTED. ALL 4" PIPE SHALL BE PRESSURE �' p ❑ ��� Y' _ CLASS 150 WITH A DR OF 18. PVC PIPE 6" AND ABOVE SHALL BE PRESSURE CLASS 150 WITH A DR OF 18. PIPE SHALL BE MARKED AS I CJ DETAILED IN AWWA C900 AND BE FURNISHED WITH AN AFFIDAVIT THAT IT COMPLIES WITH THE REQUIREMENTS OF AWWA C900. ALL PIPES - - INSIDE FIRE FIRE PROTECTION LOOP WITHIN BUILDING PERIMETERS SHALL BE PRESSURE CLASS 200 WITH A DR OF 14. ALL PIPE FURNISHED C_- ti✓ - - - - -� UNDER THIS SPECIFICATION WILL BE COLOR CODED BLUE. ALL PIPE SHALL BE CLEANED AND ENDS SHALL BE TARPED DURING SHIPMENT. 1 APPROVED PRODUCTS: J -M /BLUE BRUTE, H &W, E.T.I. CERTAINTEED (W /INTEGRAL BELL), AQUATITE, NORTHSTAR CAN -TEX, VULCAN, DAVIS METq� DAVTITE. - - -- 4 DUCTILE IAN PUSH-ON PIPF, CLASS 5D (6' -1271 CLASS 51(4') /A F mr , DUCTILE IRON PUSH -ON PIPE SHALL BE THICKNESS OF THE APPROPRIATE CLASS AND SHALL CONFORM TO AWWA C151 -76 AND AWWA N� �TE_F�; 1 C111 -79, OR LASTEST REVISION THEREOF. PIPE SHALL BE FURNISHED IN NORMAL 18' LAYING LENGTHS WITH ALL JOINT MATERIAL INCLUDING o 1 GASKETS AND LUBRICANTS. PIPE SHALL BE LINED WITH A STANDARD THICKNESS CEMENT LINING AND SHALL CONFORM TO AWWA C104 -80. 1 APPROVED PRODUCTS: CLOW, AMERICAN CAST IRON- FASTITE, US PIPE & FOUNDRY, McWANE- TYTON, GRIFFIN. SAWAW SEWS3 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER SEWER SYSTEM STANDARDS AND SPECIFICATIONS �U•'1 AS WELL AS CONTRACT SPECIFICATIONS 2. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM Z II 3. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT THE EXCAVATION AGAINST COLLAPSING. ALL CONSTRUCTION SHALL ADHERE TO THE TRENCH SAFETY ACT REQUIREMENTS. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS 1 BEING LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. 1 I 4. PIPE WILL BE ON DRY, UNDISTURBED SOIL. WET UNSUITABLE MATERIAL WILL BE REPLACED WITH COMPACTED SELECTED BACKFILL MATERIAL AS APPROVED BY THE SOILS ENGINEER. 1 1 5. BACKFILL MATERIAL WILL BE SOLIDLY TAMPED AROUND THE PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF 1 ) THE PIPE. IN AREAS TO BE PAVED, BACK -FILL WILL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY AS DETERMINED IN THE ( 1 FIELD BY THE METHODS PRE - SCRIBED IN AASHTO T -180 IN 12" LAYERS TO THE PROPOSED PAVEMENT. �0 6. SANITARY SEWER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER ( 1 7. THE EXTERIOR AND INTERIOR OF ALL PRECAST MANHOLES SHALL BE COATED WITH AT LEAST 15 MILS DRY THICKNESS OF PROCO EP- 214 -351 EPDXI - MASTIC AS MANUFACTURED BY PROTECTIVE COATINGS INC. ,I 1 1. ALL MATERIALS AND CONSTRUCTION FOR THE FIRE PROTECTION SYSTEM AND THE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND CITY OF CLEARWATER SPECIFICATIONS. 2. WATER MAINS SHALL BE 30" (MIN) BELOW PROPOSED GRADE AT THE WATER MAIN CENTER LINE. r) 1 1 3. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES, AND ELBOWS. SEE ARTICLE 41.02(B)(2) PART "B" TECHNICAL `r11 1 SPECIFICATIONS, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS. T �' 4. MINIMUM SEPARATION BETWEEN WATER AND SANITARY SEWER AND STORM SEWER LINES TO BE 10' HORIZONTAL AND 18" VERTICAL. i 1 5. POTABLE WATER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER. 6. SAMPLE TAPS SHALL BE PROVIDED AT 500 'FT. INTERVALS ALONG MAINS AND AT ALL TEMPORARY BLOW OFF LOCATIONS. ; 1 7. LENGTHS ARE t FROM CENTER OF FITTING TO CENTER OF FITTING. ' 1 8. ALL FIRE LINE AFTER METERS AND DOUBLE DETECTOR CHECK ASSEMBLIES TO BE RESTRAINED, DUCTILE IRON, CLASS 350 (200 psi). 9. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL RELOCATE ANY/ ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART C� I OF THIS DEVELOPMENT. / 10. ALL WATER /FIRE LINE EXTENSIONS TO CONFORM TO CITY STANDARDS. `( 11. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE) IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES. 1 1 12. ALL UNDERGROUND WATERMAINS AND HYDRANTS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION ACCORDING TO NFPA -241. 13. CLEARANCE OF 7.5' IN FRONT OF AND TO THE SIDES OF EACH FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT 1 ARE REQUIRED TO BE MAINTAINED AS PER NFPA -1. IBC) NE: UTam NOM (EL 1 F V� Yr I ABOVE - GROUND AND UNDER - GROUND UTILITIES ARE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE ICI. V JJ UTILITY OWNER(S) 2 DAYS IN ADVANCE BEFORE BEGINNING WORK 1- 800 - 432 -4770. FQC NOTS EACH FDC WILL HAVE A SIGN THAT STATES "NO PARKING FIRE DEPARTMENT CONNECTION ". THE SIGN MUST MEET THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARDS. NOTE: THE FDOT HAS ADOPTED THE FEDERAL HIGHWAY ADMINISTRATIONS (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CLEARANCE OF 7.5' TO THE FRONT, SIDES AND REAR OF FDC ARE REQUIRED TO BE MAINTAINED. �� 1 STA MAM Sf31DARAT= 3TA FOR WATME CONS ( ? 1 1. SANITARY SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE OUTSIDE BELL /TOP OF THE LOWER PIPE WHENEVER POSSIBLE. SANITARY SEWERS CROSSING OVER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF STAIRS • r ,5 Ir _ y > >, CCCL C 101, WAY 430 S. GULFVIEW BLVD -• • _ } i SERVICE' Q Y;; STAIRS O L E- E «- I ® a O '� - t .°mod ., ..• p - TRASH 1 ROOM j LOBBY 1 / lo II 1 V10 FJ 1'"=`ll 3 ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE S,3 • CCCL CONSTRUCT SEE SHEET 1 .• FOR FIRELINE INFORMATION CY CONC vp i WINES at rye -ow ;0111 ♦♦ • 8 +♦ � r 3 �r rr ♦� • =2102 UK kw�l IL VOL r � ♦rim � • • ��r ♦r rr♦♦1 i /�,e; ,; ♦ ♦�+ ♦•1 ♦r� .Sty C +�♦ ♦fir ♦� ♦ ♦; '�:" �.� '�;1 , ;• • UTILITY a CONDUIT BANK L� (SEE DETAIL SHEET 13) 3 L TRANSFORMER 3 TRASH HOLDING O 0 x O 1 Ej, 14J Ik • m M � 14.. PM PM Pti1 12 10- 74 c sN• w P7N PM 61, 74„ 75„ ' PM 1g E EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). 1 TAIRS ' pM • 1 1 . ---'- O ( 1 ooNO ray" 4. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE �� ' 1 71" �`�__' 6' Sa N _3.02 x 5' o CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. �`, 1 _ -� CE S 2, 29 U 5. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN �� „PVC IE N� -3 5� 2$ �(0�'p x o PARALLEL INSTALLATIONS WHENEVER POSSIBLE. 0 1�C o,R NE_2.6G ' X k 1 , 4i 6 IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 10 -FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID ---- 2•� IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN -0 101, co AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.'- 5 x N `�V1 U 7. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER L. le l 9, � g, -o L P CONSTRUCTION NOTE: k o 5 " •.�__ 1 -_ r- -- -::� =� 6.��' ° 1 N , A SEPARATE RIGHT -OF -WAY PERMIT WILL BE REQUIRED FOR >I MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 `1' 1 ��� ALL WORK WITHIN THE RIGHT -OF -WAY OF ANY OF THE ,o � rn � o INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS `� -CCCL � ' FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 6 6 ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. �•> i' 1 SEE DON MELONE (727) 562 -4798 IN ROOM #220 AT THE m c 8. ALL DIP SHALL BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED. 1 �2 1 X 5• g MSB (MUNICIPAL SERVICES BUILDING). 9. A MINIMUM COVER OF 30" (25) SHALL BE MAINTAINED BETWEEN THE TOP OF ALL WATER MAINS AND THE PROPOSED 1 5 GROUND (TYPICAL). 1 DESIGNED THE SIGNATURE OF THE QUALITY 777117 PREPARED FOR: JOB NO. ° 0 699 -271 0 SHEET DESCRIPTICLEARWATER BEACH VACATION .��;�, c F;,, o OC CONTROL OFFICER IN THIS SPACE Taylor Woodrow - U.S. Tower Division EPN INDICATES THAT ALL REQUIRED FLORIDA DESIGN CONSUL 7 -AN? -S INC. , \ � - '' 209 0 DRJMS, 8430 ENTERPRISE CIRCLE o PERMITS HAVE BEEN OBTAINED O W N E R S H I P P R O J E C T SDD AND THAT CONSTRUCTION Is ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS OWNERSHIP F.B. 8 PG. I O ON SUITE 100 SHT. �o AUTHORIZED TO COMMENCE. CHECKED UTILITY PLAN ri 3030 Starkey Blvd, New Pori Richey FL 34655 BRADENTON, FLORIDA 34202 N O.C. Tel: (727) 849 -7588 - Fax: (727) 848 -3648 TEL (941)554 -2000 FAX (941) 554 -3005 1 01/04/08 REVISED BLDG "" DATE. 1 NO. DATE REVISIONS' .• +/ ,. (0 E.B. No. 7421 , A I ,t o ('APP D , 10/31107 OF i 3 O 18 INCHES BETWEEN THE OUTSIDE BELL /BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHEREVER POSSIBLE. 2. WHERE SANITARY SEWERS CROSS A WATER MAIN WITH LESS THAN THE REQUIRED VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF CLASS 54 DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT -- LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL ' JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. STAIRS • r ,5 Ir _ y > >, CCCL C 101, WAY 430 S. GULFVIEW BLVD -• • _ } i SERVICE' Q Y;; STAIRS O L E- E «- I ® a O '� - t .°mod ., ..• p - TRASH 1 ROOM j LOBBY 1 / lo II 1 V10 FJ 1'"=`ll 3 ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE S,3 • CCCL CONSTRUCT SEE SHEET 1 .• FOR FIRELINE INFORMATION CY CONC vp i WINES at rye -ow ;0111 ♦♦ • 8 +♦ � r 3 �r rr ♦� • =2102 UK kw�l IL VOL r � ♦rim � • • ��r ♦r rr♦♦1 i /�,e; ,; ♦ ♦�+ ♦•1 ♦r� .Sty C +�♦ ♦fir ♦� ♦ ♦; '�:" �.� '�;1 , ;• • UTILITY a CONDUIT BANK L� (SEE DETAIL SHEET 13) 3 L TRANSFORMER 3 TRASH HOLDING O 0 x O 1 Ej, 14J Ik • m M � 14.. PM PM Pti1 12 10- 74 c sN• w P7N PM 61, 74„ 75„ ' PM 1g E EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). 1 TAIRS ' pM • 1 1 . ---'- O ( 1 ooNO ray" 4. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE �� ' 1 71" �`�__' 6' Sa N _3.02 x 5' o CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. �`, 1 _ -� CE S 2, 29 U 5. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN �� „PVC IE N� -3 5� 2$ �(0�'p x o PARALLEL INSTALLATIONS WHENEVER POSSIBLE. 0 1�C o,R NE_2.6G ' X k 1 , 4i 6 IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 10 -FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID ---- 2•� IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN -0 101, co AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.'- 5 x N `�V1 U 7. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER L. le l 9, � g, -o L P CONSTRUCTION NOTE: k o 5 " •.�__ 1 -_ r- -- -::� =� 6.��' ° 1 N , A SEPARATE RIGHT -OF -WAY PERMIT WILL BE REQUIRED FOR >I MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 `1' 1 ��� ALL WORK WITHIN THE RIGHT -OF -WAY OF ANY OF THE ,o � rn � o INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS `� -CCCL � ' FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 6 6 ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. �•> i' 1 SEE DON MELONE (727) 562 -4798 IN ROOM #220 AT THE m c 8. ALL DIP SHALL BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED. 1 �2 1 X 5• g MSB (MUNICIPAL SERVICES BUILDING). 9. A MINIMUM COVER OF 30" (25) SHALL BE MAINTAINED BETWEEN THE TOP OF ALL WATER MAINS AND THE PROPOSED 1 5 GROUND (TYPICAL). 1 DESIGNED THE SIGNATURE OF THE QUALITY 777117 PREPARED FOR: JOB NO. ° 0 699 -271 0 SHEET DESCRIPTICLEARWATER BEACH VACATION .��;�, c F;,, o OC CONTROL OFFICER IN THIS SPACE Taylor Woodrow - U.S. Tower Division EPN INDICATES THAT ALL REQUIRED FLORIDA DESIGN CONSUL 7 -AN? -S INC. , \ � - '' 209 0 DRJMS, 8430 ENTERPRISE CIRCLE o PERMITS HAVE BEEN OBTAINED O W N E R S H I P P R O J E C T SDD AND THAT CONSTRUCTION Is ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS OWNERSHIP F.B. 8 PG. I O ON SUITE 100 SHT. �o AUTHORIZED TO COMMENCE. CHECKED UTILITY PLAN ri 3030 Starkey Blvd, New Pori Richey FL 34655 BRADENTON, FLORIDA 34202 N O.C. Tel: (727) 849 -7588 - Fax: (727) 848 -3648 TEL (941)554 -2000 FAX (941) 554 -3005 1 01/04/08 REVISED BLDG "" DATE. 1 NO. DATE REVISIONS' .• +/ ,. (0 E.B. No. 7421 , A I ,t o ('APP D , 10/31107 OF i 3 O , SPECIRC (NOTES 1. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION, AS PER NFPA 241. LEGEND 2. CONTRACTOR TO EXPOSE THE EXISTING SANITARY SEWER LATERAL AND CALL FLORIDA DESIGN CONSULTANTS TO VERIFY THE EXISTING ELEVATION, AND POINT OF �' r CONNECTION, PRIOR TO CONSTRUCTION OF THE SANITARY SEWER SERVICE �I 3. LOCATION OF EXISTING SANITARY LATERALS, EXISTING RECLAIMED WATER MAIN, EXISTING POTABLE WATER MAIN AND EXISTING GAS MAIN PER CITY OF CLEARWATER UTILITY 3 0 Proposed Sanitary Sewer &Service ATLAS. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. = 4. FOR LOCATION OF EXISTING RECLAIMED WATERLINE AND POINT OF CONNECTION, PLEASE REFER TO LANDSCAPE PLANS. I 5. FOR LOCATION OF GAS SERVICE, PLEASE CONTACT CLEARWATER GAS. hd s Y c 1 = Proposed Water Line and Valve �y �• 6. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER METER. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTOR + DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTOR DEVICE. >~, �. .. �,,,,''�",�„�r>rr•^�;�?;w' -j =x = Proposed Storm Sewer „� � x �''✓�^��� 3 7. ALL UNDERGROUND FIRE LINE WORK TO BE DONE BY LICENSED CONTRACTOR WITH CLASS I, II OR V LICENSE. I. 8. ALL FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE INSTALLED AT LEAST 15 FEET FROM THE FACE OF THE BUILDING AND BETWEEN 25 FEET AND 50 FEET FROM THE _ -• W -- = Existing Water Main NEAREST FIRE HYDRANT ASSEMBLY (FHA). + / 9. THE DESIGN OF THE FIRE STANDPIPE /SPRINKER SYSTEM MUST BE DESIGNED TO NEGATE THE USED OF ANY PRESSURE REGULATION DEVICES (PRO) IN ORDER TO - __ - s - = Existing Sanitary Sewer Main PROVIDE A SAFE WORKING ENVIRONMENT FOR FIREFIGHTER USAGE. 10. THIS BUILDING WILL MEET THE HIGH RISE BUILDING CRITERIA DEFINED BY THE FLORIDA FIRE PREVENTION CODE, 2004 EDITION. CCCL x = Proposed Fire Hydrant ��• I � 11. A 911 RADIO REPEATER /ANTENNA BOOSTER SYSTEM MUST BE INSTALLED IN ORDER TO COMPLY WITH ORDINANCE No. 7617 -06 RADIO REGULATIONS FOR BUILDINGS. 1;f = Proposed Fire Dept. Connection (FDC) 0 10 20 40 P92E SPEC: CAMONS �o = Existing Hydrant Assembly - - K- 0. FIRE TRUCK p. 1 PVC PIPE (6' AID 87) SANITARY SEWER STAGING AREA % 1 PVC PIPE (SDR35) POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM D -3034 SDR35 D -1784 (PVC COMPOUND), LATEST REVISION, OR AS OTHERWISE Proposed Building Footprint SPECIFIED. ALL PVC SEWER PIPE SHALL BE CONSPICUOUSLY LABELED WITH THE MANUFACTURER'S NAME, NOMINAL PIPE SIZE, APPLICABLE MATERIAL CODE OR PVC CELL CLASSIFICATION, STANDARD DIMENSION RATIO NUMBER, PRODUCT TYPE, STANDARD SPECIFICATION DESIGNATION, PRODUCTIONS RECORD CODE AND NSF I , = 5 FT WIDE EXTERIOR FIRE DEPARTMENT ACCESS PATH (450 LF) 8" / CERTIFICATION SEAL AND WILL BE COLOR CODED GREEN, PIPE WILL BE A MAXIMUM 13' LAYING LENGTH. APPROVED PRODUCTS: J -M /BLUE BRUTE, H &W, E.T.I. `" -- SEE SHEET 10 8" GV / _ 8" DCVA I \ CERTAINTEED (W /INTEGRAL BELL), AQUA -TITE, NORTHSTAR, CANTER, VULCAN, DAVIS- DAVTITE. I = -- [FOR WATERMAIN INFORMATION 2 PVC PIPE (LESS THAN 4') WATER �STRIBURON I g� GV / EXISTING FH�j i I / r � TO EMAIN 1 � PVC PIPE LESS THAN 4" SHALL BE MADE FROM CLEAN, NEW NSF APPROVED TYPE 1, GRADE 1, PVC CONFORMING TO ASTM SPECIFICATIONS D1784 AND D2241 / 23 LF 8" DIP FIRELINE / �} OR LATEST REVISIONS THEREOF, AND BE SUITABLE FOR USE AT MAXIMUM HYDROSTATIC WORKING PRESSURES OF 200 PSI AT 23 DEGREES C (73.4 DEGREES F). CCCL / - , ° PIPE SHALL BE FURNISHED IN STANDARD 20' LENGTHS WITH JOINTS BEING OF THE PUSH -ON INTEGRAL BELL TYPE SUPPLIED WITH GASKETS INSTALLED. PIPE _ -___ _ __.� _- -- - -_ - CO SHALL BE MARKED WITH THE NSF MARK INDICATING ITS APPROVAL FOR POTABLE WATER. ALL PIPE SHALL BE CLEAN AND ENDS SHALL BE TARPED DURING I CO NC 1 9" �' 1p 9 - - a SHIPMENT. APPROVED PRODUCTS: J -M, CERTAINTEED WITH INTEGRAL BELL, HEP, H &W. I = >__�� NC s/w �la„ 8 "_ -� lY i - -t-- -:. •V EyI,T , n 3. PVC PIPE (4' AW ABOVE) WATER DETRIBU ION I j- - PVC PIPE (C900): PVC PIPE (4" AND LARGER) SHALL IN ACCORDANCE WITH AWWA C900, WITH PUSH -ON INTEGRAL BELL JOINTS AND - - I 1 [ lvv -�' - ;Ig •�z , 8" TAPPING C 3 I _ _- - SUPPLIED IN STANDARD 20 LENGTHS. NO SOLVENT- CEMENT PIPE OR FITTINGS WILL BE ACCEPTED. ALL 4 PIPE SHALL BE PRESSURE Ll ❑ L� I -- -• - • -.- -. _,__. �' I SLEEVE CLASS 150 WITH A DR OF 18. PVC PIPE 6" AND ABOVE SHALL BE PRESSURE CLASS 150 WITH A DR OF 18. PIPE SHALL BE MARKED AS L C-� ❑ ❑ __- �_._ ., -.�,«, ,_ k ._E�__'_'� .' a.. � &VALVE '� 1 DETAILED IN AWWA C900 AND BE FURNISHED WITH AN AFFIDAVIT THAT IT COMPLIES WITH THE REQUIREMENTS OF AWWA C900. ALL PIPES " " -' '1 9__» - °• ' 1 ____.. - -- �..... � S6 LF 8" DIP Il• INSIDE FIRE PROTECTION LOOP WITHIN BUILDING PERIMETERS SHALL BE PRESSURE CLASS 200 WITH A DR OF 14. ALL PIPE FURNISHED L (' I ' UNDER THIS SPECIFICATION WILL BE COLOR CODED BLUE. ALL PIPE SHALL BE CLEANED AND ENDS SHALL BE TARPED DURING SHIPMENT. 1 5 LF " DIP 1RELINE i I FIRELINE }1 APPROVED PRODUCTS: J -M /BLUE BRUTE, H &W, E.T.I. CERTAINTEED (W /INTEGRAL BELL), AQUATITE, NORTHSTAR CAN -TEX, VULCAN, DAVIS DAVTITE. TAIRS ° L 4 DUCTILE IRON PUSH -ON PM CLASS 50 (6' -127), CLASS 51(47) No F RAIN f� � 1 �____l ;E v o S FDC Jo � I " DUCTILE IRON PUSH -ON PIPE SHALL BE THICKNESS OF THE APPROPRIATE CLASS AND SHALL CONFORM TO AWWA C151 -76 AND AWWA ' TE!'S 1 ! REFER TO �: 11 C111 -79, OR LASTEST REVISION THEREOF. PIPE SHALL BE FURNISHED IN NORMAL 18' LAYING LENGTHS WITH ALL JOINT MATERIAL INCLUDING `C) 1 ; p 02 NO FIR COMM D ROOM NOTEIFI8 : 11 r GASKETS AND LUBRICANTS. PIPE SHALL BE LINED WITH A STANDARD THICKNESS CEMENT LINING AND SHALL CONFORM TO AWWA C104 -80. c� 1 i Joa ��� IS ON LEVEL 2 # 11 *1 zk �j Ck lTJ �• APPROVED PRODUCTS: CLOW, AMERICAN CAST IRON- FASTITE, US PIPE & FOUNDRY, McWANE- TYTON, GRIFFIN. - 430 S. G U LN E W BLVD 0 3Al1ARY U , i 31lI 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER SEWER SYSTEM STANDARDS AND SPECIFICATIONS p Ii AS WELL AS CONTRACT SPECIFICATIONS ;U - i - - -�- INC- 2. WAS a UNL" WAY NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM ?? ( D ® ! - i ,r' `�LU II 3. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT THE EXCAVATION AGAINST C/' 0 COLLAPSING. ALL CONSTRUCTION SHALL ADHERE TO THE TRENCH SAFETY ACT REQUIREMENTS. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS i 1 I I 1 E V. V. , m, �, cc C BEING LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. SERVICE c�A r II X 4. PIPE WILL BE ON DRY, UNDISTURBED SOIL. WET UNSUITABLE MATERIAL WILL BE REPLACED WITH COMPACTED SELECTED BACKFILL MATERIAL 11in �. I 1 ; STAIRS AS APPROVED BY THE SOILS ENGINEER. ( 1 w / r�, I �y I < 110, 5. BACKFILL MATERIAL WILL BE SOLIDLY TAMPED AROUND THE PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF E V E THE FIELD PBY THE METHODS OPRE- SCREBEDIN AASHTO TL180 COMPACTED M 2ACLAYERS TO T HE UPROPOSED PAVEMENT. MAXIMUM DENSITY AS DETERMINED IN THE ; © / / / I x _ d 3 ® JT� i IIG 6. SANITARY SEWER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER 1 p _ �,� -�_ -- TRASH '�°° I NQ 311 I 1 �- ' / � ; _ _.._ ROOM I 7. THE EXTERIOR AND INTERIOR OF ALL PRECAST MANHOLES SHALL BE COATED WITH AT LEAST 15 MILS DR THICKNESS Y E S OF PROCO 1 EPDXI - MASTIC AS MANUFACTURED BY PROTECTIVE COATINGS INC. WATER LOSS'( 1. ALL MATERIALS AND CONSTRUCTION FOR THE FIRE PROTECTION SYSTEM AND THE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE IN ( U-1 ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND CITY OF CLEARWATER SPECIFICATIONS. 2. WATER MAINS SHALL BE 30" (MIN) BELO W PROPOSED GRA D E A T THE WAT ER MAIN C ENTER LINE. -n 3. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE C_ FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY 1 THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES, AND ELBOWS. SEE ARTICLE 41.02(B)(2) PART "B" TECHNICAL SPECIFICATIONS CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS. 4. MINIMUM SEPARATION BETWEEN WATER AND SANITARY SEWER AND STORM SEWER LINES TO BE 10' HORIZONTAL AND 18" VERTICAL. 450' FROM / / 5. POTABLE WATER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER. SOU ?� 1 f� �- // �, r•r 1 �....� ..� • _ °� 6. SAMPLE TAPS SHALL BE PROVIDED AT 500 FT. INTERVALS ALONG MAINS AND AT ALL TEMPORARY BLOW OFF LOCATIONS. 1 �`- � • / ra 7. LENGTHS ARE t FROM CENTER OF FITTING TO CENTER OF FITTING. 8. ALL FIRE LINE AFTER METERS AND DOUBLE DETECTOR CHECK ASSEMBLIES TO BE RESTRAINED, DUCTILE IRON, CLASS 350 (200 psi). 9. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL RELOCATE ANY/ ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART 0 ; o •'. �, � �_� --"'� �'1 � / /" r r�jj� ' . OF THIS DEVELOPMENT. o _. �' • Z - 10. ALL WATER FIRE LINE EXTENSIONS TO CONFORM TO CITY STANDARDS. 11. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE) IF APPLICABLE. r � APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES. ° f -- 1 STAIR O 1111 � r 12. ALL UNDERGROUND WATERMAINS AND HYDRANTS ARE TO BE INSTALLED PRIOR TO CONSTRUCTION ACCORDING TO NFPA -241. UTILITY 13. CLEARANCE OF 7.5' IN FRONT OF AND TO THE SIDES OF EACH FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT 1 '"' -' 1, "..',' - ` .._- CONDUIT BANK ARE REQUIRED TO BE MAINTAINED AS PER NFPA -1. L. VIE ( 1 : ; _ - ' (SEE DETAIL o UTL" (E( 16/ 1 1 f__- SHEET 13) 3 !n ABOVE- GROUND AND UNDER - GROUND UTILITIES ARE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE t NA V� F 1 -�'`~ Q) / UTILITY OWNER(S) 2 DAYS IN ADVANCE BEFORE BEGINNING WORK 1- 800 - 432 -4770. 1 �'• 1 ,_.__ - ngz =, 8" TAPPING °- 4.50 FROM r � 1 �_. -' � SLEEVE a FQL' it'OTE " " NORTH \ �? 1 ', ^ ` .' ; 's'' & VALVE EACH FDC WILL HAVE A SIGN THAT STATES NO PARKING FIRE DEPARTMENT CONNECTION". THE SIGN MUST MEET THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARDS. NOTE: THE FDOT HAS ADOPTED THE FEDERAL HIGHWAY ADMINISTRATIONS (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CLEARANCE OF 7.5' TO THE FRONT, SIDES AND REAR OF FDC ARE REQUIRED TO BE MAINTAINED. 8' GV TRANSFORMER FHA \ 29 LF 3 3TAMAM SEPARATION WAT � W WATER/ CO EIS MIRROR,4= 8., DIP 1. SANITARY SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12 `� 1: _ pTRASH tt t ' 1 A,�. • . 8' Gv FIRELINE INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE OUTSIDE BELL /TOP OF THE LOWER PIPE WHENEVER' riOLDING , , \ o POSSIBLE. SANITARY SEWERS CROSSING OVER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF C ,, 1 �_ - _ 1 3, Iv INCHES BETWEEN THE OUTSIDE BELL /BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHEREVER �, _--�AV POSSIBLE. ,``` _ orvc W o 2. WHERE SANITARY SEWERS CROSS A WATER MAIN WITH LESS THAN THE REQUIRED VERTICAL DISTANCE, BOTH THE SEWER a� � _ 144. Q) AND THE WATER MAIN SHALL BE CONSTRUCTED OF CLASS 54 DUCTILE IRON PIPE DIP AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL jam' O JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. •• ` ' 1® ``� ,• a pM nr� Ptir ��r �o" t�" o 12° A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. 1 3 ` PM PM �¢ 1¢" O.. r3" FIRE TRUCK T I� - � ..�- ..._�., � � .� � Prr STAGING AREA � 3. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE ( =� - PM ».: `� EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). 1 1 AIRS I I ' PM 1 13:, Or FDC �' NC -�`-� REFER TO SPECIFIC iu 4. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE 11„ )4i1 NOTE #8X r -1 N CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. r, 1 at = a I 5. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN i �� � ENO � EN��• F-' i o E PARALLEL INSTALLATIONS WHENEVER POSSIBLE. cn II 6. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 10 -FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID ; IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN `c - -- ` ro" ,, ° AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. �`' -- """ l 1 _ ' ' ' _ CONSTRUCTION NOTE:�I;�;�L o �, \� _ - 1 r , A SEPARATE RIGHT -OF -WAY PERMIT WILL BE REQUIRED FOR 7. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER P�+ MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 r \ 1 - ALL WORK WITHIN THE RIGHT -OF -WAY OF ANY OF THE INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS �_ ` ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. -• .i i t ���� 1 CCCL SEE DON MELONE (727) 562 -4798 IN ROOM #220 AT THE �I �r FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). ' ' 1� Dr�.r,��3�r �o 1 MSB (MUNICIPAL SERVICES BUILDING). Op�3�`iA� „- 8. ALL DIP SHALL BE CLASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED. � ���TE C 9. A MINIMUM COVER OF 30" (2.5') SHALL BE MAINTAINED BETWEEN THE TOP OF ALL WATER MAINS AND THE PROPOSED j SP GROUND (TYPICAL). 1 1 fn 0 1.� r fj f� C / DESIGNED THE SIGNATURE OF THE OUAUTY PREPARED FOR: SHEET DESCRIPTION: JOB N0. . 699 -271 CLEARWATER BEACH VACATION �. ° o OC CONTROL OFFICER IN THIS SPACE Taylor Woodrow - U.J. Tower DIVISI011 � '' EPN �- 0 INDICATES THAT ALL REQUIRED �� ®�� ®� ®����� / ®I /nQ /� �� ©(T�' INC. JA a , ' '' r .' 209 p C DRAWN PERMITS HAVE BEEN OBTAINED ,`V/ /\®,J /� /� 1' \`®, (� /- o AND THAT CONSTRUCTION IS n 8430 ENTERPRISE CIRCLE OWNERSHIP PROJECT t , •i s., o JMS,SDD ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PLANNERS 1 L F.B. 8 PG. ( ®A N SHT. orb. AUTHORIZED TO COMMENCE. SUITE IOO • � � CHECKED 3030 Starkey Blvd, New Port Richey FL 34655 FIRE R E DEPARTMENT ACCESS PLAN A N i Tel: (727) 849 -7588 - Fax: (727) 846 -3648 BRADENTON, FLORIDA 34202 r a, 0 O.C. TEL (941)554 -2000 FAX (941) 554 -3005 A101/04/08 REVISED BLDG r' , Y E.B. No. 7421 t`, o ,{ DATE, 0 NO. DATE REVISIONS ��\' K ' • �'\� \" APi6 10/31/07 OF � 3 U BY O :t oKs oot.0H 4' CONC. SIDEWALK enz ,z NOTE: wings only if mi Grass Planting or Other yeF <o0 �P» 3' Transition Side Slopes Require. Remove Curb if Existin h• R 9 Match Existing if Exist Cone Drive 5' esid Existing Sidewalk Non - Walking Surface 12" ml�• sntial Back of Curb Max Slope 11" 1' " Max Slope Artsr $t. A A Non -slip surface require- 141 $ Q� Grass Planting or Other ments see Note 8. - t' •;•:,.:'.•;'•;�.:' ; <•t',°•: "• q e Non - Welkin Surface 14„ :. • •►: ..: •. ::. ': ,y::;.. ° 4" gYC g 6„ 4'/5. 6„ 6„ Vertical Curb 1/2" Exp. Joint 6„ 1/2" Exp. Joint '�' RAMP CURB El in Transition F4.) Pro ert R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION - Cone. Sidewalk °� °�i B a B PLAN VIEW ��'`��,, E °� 41s, �Gp� Exist. Type I Curb Remove Back of Curb Flow Line wL) R c�sr °�€ o o if Existing c ax 0 4' Min Residential Street 1' City R w I RETURNED CURB RAMPS Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut 7- M a 5' Min Arterial Street 2' County R/W or Remove entire Curb and Replace as Part of Sidewalk Ramp. M iv E°- If "x" is less than 48" then the slope of the flared side Modified and Valley Gutter Curbs 1/4" per Foot shall not exceed 12:1. loin exist back of curb 7cnc ISOMETRIC VIEW 12" T extured Surface 3000 " thick. Constr. 6" VALLEY GUTTER CURB Max Slope Back of Curb ,7.� thick ys with 6x6 #10 CURB DROP CURB welded wire mesh. See note 7. CONC. RAMP �: •.'� '' Remove to an TRANSITION CURB TRANSITION BACK OF SIDEWALK �1/2" Expansion Joint even joint or sawcut Textured Surface SECTION A -A SECTION B -B NOTES: - 1. Provide tooled joints at distances matching the width. Also 8. Ramps shall have a tactile surface, textured to a depth not d ' place expansion joints at driveways. exceeding 1/8• by use of tamp or roller in conformance with FLOW LINE 12:1 MAX. 2. if some physical obstruction exists which prevents the placing requirements of FDOT Roadway and Traffic Design Standards, of sidewalks as shown, contact the Engineering Division for Detail 304 or most recent modifications. ELEVATION A-A alternate location. SECTION B -B 3. Wooden and other spacers will not be permitted In sidewalks or NOTES: driveways. 4. No coatings of any kind will be permitted on concrete CITY OF CLEARWATER, FLORIDA 1. Ramps are designed to the CITY OF CLEARWATER, FLORIDA sidewalks or driveways without specific approval of the City Uniform Federal Accessibility Standards PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION Engineer. s 4 /e /o2 Rev. Notes R.a to Ramps S with the Americans with Disabilities Act. ENGINEERING 5. All concrete shall be 3000 psi min. ®28 da with fiber ENGINEERING P Ys, 2. Ram s Shall Have a Tactile Surface, Textured to a REDRAWN BY TYPICAL SIDEWALK DATE mesh reinforcing. mRAAwN BY TYPICAL SIDEWALK D "� 1 4/t4/9s Isometric view redrawn 9 2 t/95 added note d,c,d, t 93 Dept Not Exceeding 1/8" by use of Tamp or roller P.W.D. 1 s3 6. Concrete surface to be light broom finish. cREacEO BY CONSTRUCTION AND INDEX N0. In Conformance with Requirements of FDOT t , /9s Added nct. CHECKED BY CURB CUT RAMPS INDEX NC T. Concrete driveway construction shall be 6' thick w 8xs /loxto t tt /93 modlrNd cure cut dwR Roadway and Traffic Design Standards, Detail 304 TQJ PHYSICALLY HANDICAPPED tog T.c.I. RAMP DETAIL tog y g HANDICAPPED SIGN /-HANDICAPPED INDEX NO. 119 CONC. WALK RAMP DOWN CONC. WALK SEE INDEX NO. 109 STRIPEE(TYYP (TYPICAL) BLUE STRIPE (TYPICAL) WHITE TRAFFIC WHiTE 0 I b o C1 ¢ 511CRAL) NOTE: I. All pavement markings to be thermoplastic. 2' (TYPICAL) t z' -o• s' -o• t tr -D• 1-ANDICAFFED STALL DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING RETr BY DATE CHECKED BY TYPICAL SINGLE 5 99 INDEX N0, WHITE BORDER 1 - & SYMBOL a° BLUE BACKGROUND + + ; DRIVE BOTH POSTS ABOUT 10 ATTACHING TWO SILT PARKING BY BLACK BORDER DISAMM do LETTERS PEFUT WHITE BACKGROUND ONLY BLACK BORDER F e LETTERS F.S. 518.E WHITE BACKGROUND DESIGNED STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM ALL LETTERS Z v 1' SERIES C" till N3 2' HOT DIPPED GALVANIZED STANDARD HANDICAPPED SIGN DETAIL WEIGHT STEEL PIPE i :`^S'•'• • I I�' • r�� ray• •" I' I I I I b'r1 le b; III ( I 8'X2'-6' CONCRETE MASS. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH welded wire mesh reinforcement. DESIGNED BY REV. DATE DESCRIPTION App, DESIGNED BY _ _ - REV, I DATE I DESCRIPTION I App IDESIGNEA BY - - -- - -- - "'-- REV. DALE DESCRIPToN APP. 1 OF 3 Or Most Recent Modifications. C.M.H. 2 OF 3 M.G. 1 of 2 �p See Index No. 201 FDOT Type S -3 Asph. Conc. patch to Pick Hole be 2" min. thickness or match existing If this point is „ for thickness in excess of 2" within 4' of an 1-1/4 existing joint, 5/8 Varies 4' Min. then replace Clay Or Cement P Min. 4 Required Brick Masonary Patch Resurface full width of Monolithic Slab to the joint. At Terminal / street on longitudinal "- Manhole T +2" (8" Min. Replace Base installations 3,000 psi Fiber Compacted Thickness) Mesh Concrete ❑ 0 ❑ a _<__ 0 0 11 0 0 0 0 A / 3 A Bottom Of ' Corbel T :•..'.• :' \ ❑ S E W E R❑ Non Skid o . 4) RING -HALF PLAN Pattern L` "D" Min. Existing concrete ❑ ❑ ❑ ❑ ❑ 8" 8" Replacement base / Required Or To Suit Pipe material shall be Undisturbed Exist Base N ❑ F L P ❑ 12" 12" Enapproved eer by City \ W W Article 22 6„ 12" Trench 12" 6„ 18" Trench 18" 36" Width Min. Width Min. 14- �11 23 „ „E„ Varies Varies 21" SOLID COVER Undisturbed Trench Side Undisturbed Trench Side Machined Surface 6' Backfill Backfill Compacted Compacted M N Square Bottom . °:,'':'':': :4_::.;a: • ', ::, Permitted o 0•• ^•'.S':•':•D :.•'.•o•'.• '4'. Q T= Thickness of T =6" until W exceeds o 22 -3/4" PLAN SECTION A -A "G„ original Base \ 6', then T =s" x RING - SECTION Machined Surface Minimum Weight 7" 232 lbs. 9" 278 lbs. SOLID COVER SECTION NOTES Minimum Weight 128 lbs. 1. Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible. CITY OF CLEARWATER, FLORIDA 2. Manufacturers model of storm ring nd Cover to PUBLIC WORKS ADMINISTRATION g ENGINEERING be approved by City Engineer. REDRAWN BY I DATE 3. Perforated covers, when required shall be similar CHECKED BY STORM SEWER rlNt EX NO to solid covers. WJ•s• MANHOLE COVER 201 .W.T DATE DESCRIPTION APP. DESIGNED BY 1 OF 1 D.G.B. SPACING OF POSTS FILTER FABRIC TO BE 6 -10 FEET APART MATERIAL 2' MIN. ` 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 10 INCHES (MIN) DIRECTION OF RUNOFF WATERS a° MATERIAL SECUR FASTENED TO THEY + + ; DRIVE BOTH POSTS ABOUT 10 ATTACHING TWO SILT FENCES POSTS OR IF USED �I -, GR UNDI AND BURY FLAP THE WIRE MESH /, , 8" M Standard 4.1'- 6' 3' -6" a DESIGNED THE SIGNATURE OF THE QUALITY o OC CONTROL OFFICER IN THIS SPACE o APPROXIMATELY 8 CITY OF CLEARWATER, FLORIDA C11 o INCHES OF FILTER 12" PLACE THE END ENGINEERING FABRIC MATERIAL SDD POST OF THE 1 5' MUST EXTEND INTO CHEB FABRIC SILT FENCE IN SECOND FENCE AUTHORIZED TO COMMENCE. A TRENCH AND BE -per /- INSIDE THE END App, DESIGNED BY ANCHORED WITH COMPACTED CS?7 -i -/ POST OF THE BACKFILL MATERIAL FIRST FENCE WOOD i STEEL PO E ST POSTS AT LEASH 180 DEGREES IN RUNOFF /- CLOCKWISE DIRECTION TO D CREATE A TIGHT \� SEAL WITH THE \\ r \\ FABRIC MATERIAI 3 10 INCHES (MIN) DIRECTION OF RUNOFF WATERS a° ��j\�j� APPROXIMATE + + ; DRIVE BOTH POSTS ABOUT 10 a 4 -INCH BY 4 -INCH TRENCH THE �I -, GR UNDI AND BURY FLAP E /, , 8" M Standard 4.1'- 6' 3' -6" a DESIGNED THE SIGNATURE OF THE QUALITY o OC CONTROL OFFICER IN THIS SPACE o 3' -6" CITY OF CLEARWATER, FLORIDA C11 o PUBLIC WORKS ADMINISTRATION 12" #5 at 10" E.W. ENGINEERING 0 SDD oRB per INSTALLING A FILTER 1 5' 48" Max CHEB FABRIC SILT FENCE IN #5 t 10" E.W. AUTHORIZED TO COMMENCE. G•BY I REV. GATE DESCRIPTION App, DESIGNED BY 3 A B a° D E a G Shallow 0'- 4' �I 4' Max rn 0 24" Max 8" N 2 Standard 4.1'- 6' 3' -6" N DESIGNED THE SIGNATURE OF THE QUALITY o OC CONTROL OFFICER IN THIS SPACE Deep 6.1'- 10' 3' -6" INDICATES THAT ALL REQUIRED DRAWN o PERMITS HAVE BEEN OBTAINED 12" #5 at 10" E.W. Deep 10.1'- 14' oJMS, SDD AND THAT CONSTRUCTION IS 1 5' 48" Max 2" #5 t 10" E.W. AUTHORIZED TO COMMENCE. CHECKED 0 Q.G. 0 o i 1 OF 3 1. Set Stakes 6' Max. I 3. Staple Filter Material To Stakes And Extend It Into The Trench I f NOTES 1. All concrete to be 3000 p.s.i., with fiber mesh reinforcing. Sheet FI( (PerspE 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes 4. Backfill And Compact The Excavated Soil I % Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) CITY OF CLEARW PUBLIC WORKS 0 REV. I DATE I DESCRIPTION I APP. FLORIDA TRATION iER DATE CE INDEX NC 2OF3 PREPARED FOR: FL ®!�l A SICK CONSI I/ W&. TAB! %S, INC. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS S PLANNERS 3030 Starkey Blvd, New Port Richey FL 34655 Tel, (727) 849 -7588 - Fax, (727) 848 -3648 E.B. No. 7421 ax a • CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE 1 4/9/02 R.V. Noce R. 0. CHECKED BY STORM SEWER INDEX NC DESICHED er MANHOLE DETAIL 202 REV. DATE DESCRIPTION APP. D.G.B. 1 OF 1 EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT ASPHALT STREET AND DRIVEWAY CONCRETE REPLACEMENT REQUIRED REPLACEMENT REQUIRED FOR FOR UTILITY CONSTRUCTION UTILITY CONSTRUCTION BROOM FINISH 4/4/2002 I Remove She t 2 of 2 DATE I DESCRIPTION APP. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING BY STREET AND DRIVEWAY DATE IY REPLACEMENT FOR 92 INDEX NO. iY CONCRETE & ASPHALTIC CONCRETE SURFACES 1 OF 1 I APPROXIMATELY i/2 ABOVE a• LEVEL OF TURF /SOD. • i i n• ;u ;a.:.. W 8" A B C D E F G Shallow 0'- 4' 2' -6" 4' Max 3' -6" 24" Max 8" #3 at 12" E.W. Standard 4.1'- 6' 3' -6" tydeaeFlM 6' Max 4' 30" Max 8" #5 at 10" E.W. Deep 6.1'- 10' 3' -6" 7' 10' 4' 48" Max 12" #5 at 10" E.W. Deep 10.1'- 14' 3'-6" 7' 14' 1 5' 48" Max 2" #5 t 10" E.W. NOTES 1. All concrete to be 3000 p.s.i., with fiber mesh reinforcing. Sheet FI( (PerspE 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes 4. Backfill And Compact The Excavated Soil I % Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) CITY OF CLEARW PUBLIC WORKS 0 REV. I DATE I DESCRIPTION I APP. FLORIDA TRATION iER DATE CE INDEX NC 2OF3 PREPARED FOR: FL ®!�l A SICK CONSI I/ W&. TAB! %S, INC. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS S PLANNERS 3030 Starkey Blvd, New Port Richey FL 34655 Tel, (727) 849 -7588 - Fax, (727) 848 -3648 E.B. No. 7421 ax a • CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE 1 4/9/02 R.V. Noce R. 0. CHECKED BY STORM SEWER INDEX NC DESICHED er MANHOLE DETAIL 202 REV. DATE DESCRIPTION APP. D.G.B. 1 OF 1 EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT ASPHALT STREET AND DRIVEWAY CONCRETE REPLACEMENT REQUIRED REPLACEMENT REQUIRED FOR FOR UTILITY CONSTRUCTION UTILITY CONSTRUCTION BROOM FINISH 4/4/2002 I Remove She t 2 of 2 DATE I DESCRIPTION APP. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING BY STREET AND DRIVEWAY DATE IY REPLACEMENT FOR 92 INDEX NO. iY CONCRETE & ASPHALTIC CONCRETE SURFACES 1 OF 1 I APPROXIMATELY i/2 ABOVE a• LEVEL OF TURF /SOD. • i i n• ;u ;a.:.. W 8" PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED PORTLAND CEMENT CONCRETE PAVING ON A PREPARED SUBGRADE, THE UTILITIES AND OTHER ITEMS IN AND BENEATH THE STREET MUST BE PROPERLY COORDINATED WITH THE CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND INCIDENTAL NECESSARY FOR THE PROPOSED RIGID PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATION. 2. CONCRETE STRENGTH REQUIRED: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 (PCI) PSI AT 28 DAYS. CONFORMANCE TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND 4.8.3. p 005M 11111111111i%110 3 FLO`Pi �\ . l I I I I I I I M =1 11 1 I I I I I I I STEEL OR / / 1 °• a a :Z : • BROOM = _ _ _ -Ili =1 I I-1I1 -1 11 =1 11 z FINISH =1 I MI1 =1 I I=II1 =I 11 =1 I Of FLOW / FLOW ba ° ° a / - - - a a // STRUCK JOINT 8 UNDISTURBE _ _ _- 10' MAX. SPACING WITH STRUCK JOINT DETAIL N.T.S. EARTH o I _ WIRE SUPPORT FENCE N.T.S. V, - III -) i I 6 MAX SPACING WITHOUT WIRE SUPPORT FENCE E = 1111111 II'III1 III -III- `� T ®ETAS' 1/2" x 4" 1. 6 - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WWF. Q BITUMINOUS STRIP 2. 12" STABILIZED SUBBASE TO MIN LBR OF 40 & COMPACTED TO 95% MAX DRY DENSITY (ASTM D1557) EXPANSitON DET� TO BE PLACED IN 2 -6" LIFTS. 3 ,. PONDING HT. PONDING HT. N.T.S. 3. 1/4" PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP" ° STEEL OR AITTACHFSEC RELY 4" Drop at All Drives ® 20' -0" O.C. MAX. 3 WOOD POST TO UPSTREAM 36" HIGH MAX. SIDE OF POST 5" 1" 4" Drop at All Drives p 0 RUNOFF 1 -1/2 "R Wearing Surface 2 „R CONCRETE PAVEMENT DETAIL o RUNOFF 9" MAX. (RECOMMENDED) c a STORAGE HT. /:';p; 6 2 Wearing NT$ o .0 3 a Surface "R � o T 0 12" MIN. m - 12" MIN. , N ' :: Base % ' D P : {---- 9 5/8" -� �. I - 4" x 6" TRENCH I- _ RAVEL 00 :• ` :.c;: :':3/4 "R .: Base '� .- 0 WITH COMPACTED / ...... . . . . . . . . . BACKFILL \/ . . Compacted. . . . 0 \ „ „ Subgrade . . . r / \ \��� / 6 . 24 Compacted 10 5 8" E STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL \ / / \ /� \ / /\ / / \/\ r / \/ Sub reds' ° NOTES: / \ \\ \ /� \ \/` c ° 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT �+ p /� /� v WHEN NECESSARY. STRAIGHT CURB NOTE: When used on high Side of roadways, the Cross Slope e 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT NTS Of the u o CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. g tier Shall match the cross slope of the 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING adjacent pavement and the thickness of the lip shall V) 14 r o, EFFICIENCY. 3�` be 6 ", unless otherwise shown on plans. "' 3 CITY OF CLEARWATER, FLORIDA r Back of Curb ° PUBLIC WORKS ADMINISTRATION p ENGINEERING DRAWN BY INSTALLING A FILTER OATS - •cj• Construction Symmetrical TYPE I CURB N.B. to About Di NTS c CHECKED BY FABRIC SILT FENCE Cry so ry0, Driveway 13 1/2!l REV. DATE DESCRIPTION App, DESIGNED BY C 3 oF 3 Face of Wearing NOTES: Curb Surface NOTE: CLEANOUT PLUG TO BE 1. There shall be a 1/2" seal joint between U.S. FOUNDRY 7621 �I Qr� �� � V) back of curb and driveway. OR EQUAL. u,�I� 3' TRANSITION AT DRIVES 2. Concrete in curbs shall be 3000 psi, with ; �d�E'�� N� fiber mesh reinforcing. CLEAN OUT PLUG DETAL wfl���°E��G�� '. r p NTS cityrJ�' C1�r..� G*.�� t rn U) 0 SHEET DESCRIPTIONt Octavio 0AhrAra C ; J699 -271 Taylor Woodrow - U.S. Tower Division CLEARWATER BEACH VACATION ••- "'"I, , EPN LL '• 8430 ENTERPRISE CIRCLE OWNERSHIP PROJECT P. ZU98 t`, { :l F.B. 09 ° N FL E. N SHT. ( BRADENTON,ITFLORIDA 34202 PAVING, GRADING f _ TEL (941)554 -2000 FAX (941) 554 -3005 AND D R A I N A G E DETAILS N� ` • • C ' fo • ��l 'A9P`Y P •DV DA1T0E/, 31/0 ° DATE U N0. S' OF u . jb A t. .T CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ANN BY C DATE s 99 1 t2/b9 tydeaeFlM w9 atoa ®er TYPICAL HANDICAPPED SIGN DETAIL REV. DATE tuscRtPtla APP. Ell! trr 1 OF 1 PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED PORTLAND CEMENT CONCRETE PAVING ON A PREPARED SUBGRADE, THE UTILITIES AND OTHER ITEMS IN AND BENEATH THE STREET MUST BE PROPERLY COORDINATED WITH THE CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND INCIDENTAL NECESSARY FOR THE PROPOSED RIGID PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATION. 2. CONCRETE STRENGTH REQUIRED: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 (PCI) PSI AT 28 DAYS. CONFORMANCE TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND 4.8.3. p 005M 11111111111i%110 3 FLO`Pi �\ . l I I I I I I I M =1 11 1 I I I I I I I STEEL OR / / 1 °• a a :Z : • BROOM = _ _ _ -Ili =1 I I-1I1 -1 11 =1 11 z FINISH =1 I MI1 =1 I I=II1 =I 11 =1 I Of FLOW / FLOW ba ° ° a / - - - a a // STRUCK JOINT 8 UNDISTURBE _ _ _- 10' MAX. SPACING WITH STRUCK JOINT DETAIL N.T.S. EARTH o I _ WIRE SUPPORT FENCE N.T.S. V, - III -) i I 6 MAX SPACING WITHOUT WIRE SUPPORT FENCE E = 1111111 II'III1 III -III- `� T ®ETAS' 1/2" x 4" 1. 6 - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WWF. Q BITUMINOUS STRIP 2. 12" STABILIZED SUBBASE TO MIN LBR OF 40 & COMPACTED TO 95% MAX DRY DENSITY (ASTM D1557) EXPANSitON DET� TO BE PLACED IN 2 -6" LIFTS. 3 ,. PONDING HT. PONDING HT. N.T.S. 3. 1/4" PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP" ° STEEL OR AITTACHFSEC RELY 4" Drop at All Drives ® 20' -0" O.C. MAX. 3 WOOD POST TO UPSTREAM 36" HIGH MAX. SIDE OF POST 5" 1" 4" Drop at All Drives p 0 RUNOFF 1 -1/2 "R Wearing Surface 2 „R CONCRETE PAVEMENT DETAIL o RUNOFF 9" MAX. (RECOMMENDED) c a STORAGE HT. /:';p; 6 2 Wearing NT$ o .0 3 a Surface "R � o T 0 12" MIN. m - 12" MIN. , N ' :: Base % ' D P : {---- 9 5/8" -� �. I - 4" x 6" TRENCH I- _ RAVEL 00 :• ` :.c;: :':3/4 "R .: Base '� .- 0 WITH COMPACTED / ...... . . . . . . . . . BACKFILL \/ . . Compacted. . . . 0 \ „ „ Subgrade . . . r / \ \��� / 6 . 24 Compacted 10 5 8" E STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL \ / / \ /� \ / /\ / / \/\ r / \/ Sub reds' ° NOTES: / \ \\ \ /� \ \/` c ° 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT �+ p /� /� v WHEN NECESSARY. STRAIGHT CURB NOTE: When used on high Side of roadways, the Cross Slope e 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT NTS Of the u o CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. g tier Shall match the cross slope of the 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING adjacent pavement and the thickness of the lip shall V) 14 r o, EFFICIENCY. 3�` be 6 ", unless otherwise shown on plans. "' 3 CITY OF CLEARWATER, FLORIDA r Back of Curb ° PUBLIC WORKS ADMINISTRATION p ENGINEERING DRAWN BY INSTALLING A FILTER OATS - •cj• Construction Symmetrical TYPE I CURB N.B. to About Di NTS c CHECKED BY FABRIC SILT FENCE Cry so ry0, Driveway 13 1/2!l REV. DATE DESCRIPTION App, DESIGNED BY C 3 oF 3 Face of Wearing NOTES: Curb Surface NOTE: CLEANOUT PLUG TO BE 1. There shall be a 1/2" seal joint between U.S. FOUNDRY 7621 �I Qr� �� � V) back of curb and driveway. OR EQUAL. u,�I� 3' TRANSITION AT DRIVES 2. Concrete in curbs shall be 3000 psi, with ; �d�E'�� N� fiber mesh reinforcing. CLEAN OUT PLUG DETAL wfl���°E��G�� '. r p NTS cityrJ�' C1�r..� G*.�� t rn U) 0 SHEET DESCRIPTIONt Octavio 0AhrAra C ; J699 -271 Taylor Woodrow - U.S. Tower Division CLEARWATER BEACH VACATION ••- "'"I, , EPN LL '• 8430 ENTERPRISE CIRCLE OWNERSHIP PROJECT P. ZU98 t`, { :l F.B. 09 ° N FL E. N SHT. ( BRADENTON,ITFLORIDA 34202 PAVING, GRADING f _ TEL (941)554 -2000 FAX (941) 554 -3005 AND D R A I N A G E DETAILS N� ` • • C ' fo • ��l 'A9P`Y P •DV DA1T0E/, 31/0 ° DATE U N0. S' OF u . jb A t. .T U C C CL E M 00 0 0 N 2 -1/2" min I 7 -3/4" — TYPE A NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing. --I � 2" min I N t II -L � o • -T Bar Ty pical �---- 7 -1/2" --� Ty TYPE C 4 "X8" Interlocking Concrete Pavers, Wash Sand /Cement Mix Into Joints 1/2" - 3/4" Sand Setting Coarse 6" (Min) Concrete 3000 PSI Saw Cut Exist. Asph. 12 1 With Fiber Mesh " ; / f- Existing Asphalt 4. • a • ' • Ex. Base `., 12" * R 1/2" Expansion Joint - �� / /��/ \ \ \ \ /IC /i�' /���i�'/i� Stabilized Subgrade FBV 60 2 - #4 Deformed Rebar (typ) *All exposed concrete edges to be hand tooled. PAVING HEADER DETAIL DESIGNED THE SIGNATURE OF THE QUALITY O C CONTROL OFFICER IN THIS SPACE Maxirmlrn Height H INDICATES THAT ALL REQUIRED DRAWN PERMITS HAVE BEEN OBTAINED JMS,SDD AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. I Q.C. #3 Bar i_ Iwi Tidetlex�' P'F -t ............. ...__.._.I M F flanged Style 'tF =t 3" 5 Spa. 0 6" 3" co Q, J SLAB REINFORCEMENT 44 Bars 6" Slab #5 Bars 11" Cover SLAB SECTION Ohnensions Series TF -1 TitleileO Check Valve Thp TF.1 sun -nn ennnPoInn Is Wised nn the 11.0. of the matins Pine. For In- between sizes, consult factorv. Pipe O.D. Tldellex'�• TF -1 Cuff Slip- On Length A TF -1 Flangod ANSI Fiatngc Size Maxiinurn Length L Maxirmlrn Height H 6„ 2" I 6" 14" 12" 8" 2' 8" 17 -114" I 15 -1/4" 10" 3" 10 21 -1 /2" , 18.3/4" 12" 4" 12" 20" ! 22., 16" 5.. 16.. 32' ; 29' 2011 8" 20" 40" 1 36" .._........._. ..... ..... ..... ....... „......- ......_...- ..._._......._...__. ............._.. '- .._...� -.. _. ".................. 30" 9" 30" 55 -1/4" 1 54.3/4 36" 10" 38" 65" 1 69" 42" 10" 42" 59 -1/2" j 70 -1/2 48" 10" 48" 71" 91" 60" 13" 60" 80.3/4" 95" SERIES TF -1 TIDEFLEX CHECK VALVE NOT TO SCALE IDA DESIGN C®NSUL 7"AMrsy INC. NEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 Starkey Blvd, New Port Richey FL 34655 Tel: (727) 849 -7588 - Fax: (727) 846 -3648 E.B. No. 7421 PREPARED FOR: D 18 RC CONSTRUCTION REFER TO NOTE: THE OPERATIONS AND MAINTENANCE SCHEDULE FOR REGULAR MAINTENANCE OF THE VAULT. STORMWATER VAULT SECTION 1"=10' PARKING LEVEL 1 EL =6.00 MANHOLE COVER WEIR MANHOLE COVER EL= 4.87 SKIMMER EL =5.50 EL =4.87 WEIR ELEV EL =4.37 BOTTOM OF SKIMMER r —� THROUGH I �� SEAWALL 18" RCP i t 18" TIDEFLEX RCP I EL =1.50 L ------ i EL =1.55 EL =0.67 Imo® A --al Taylor Woodrow - U.S. Tower Division 8430 ENTERPRISE CIRCLE SUITE 100 BRADENTON, FLORIDA 34202 TEL (941)554 -2000 FAX (941) 554 -3005 i i Plato Thickrtil3sa THIMBLE PLATES NOT TO SCALE -18" ID EL =1.51 STORMWATER VAULT SECTION NTS Pipe Stub Mded To Pipe TIDEF 13 85' ,e UNDERGROUND DRAINAGE VAULT (SEE SHEET 7 OF 13) �DHW 5.42 �— BOTTOM EL =2.37 STORMWATER VAULT SECTION 1 " =10' TOP OF SLAB EL =6.2 30 MIL PVC 6" PERFORATED P.V.C. PIPE OR ADS CORRUGATED POLYTHENE PERFORATED UNDERDRAIN(W /SOCK)) EL =1.15 COARSE AGGREGATE ( #57 STONE) (WASHED) OCS 101 DETAIL NER /2" EXPANSION MATERIAL ETWEEN SLABS AND SLAB T OCS DIAMETER EFFECTIVE GRAIN SZE OF .20 TO .55 MM. NO LIMEROCK IN ANY PORTION OF FILTERDRAIN ASSEMBLY FILTERDRAIN DETAIL NTS SHEET DESCRIPTION: CLEARWATER BEACH VACATION OWNERSHIP PROJECT PAVING, GRADING AND DRAINAGE DETAILS NO. t DATE ®E PARKING LEVEL 1 EL =6.00 OWINAI RE ram ("'Ty OF CMVWATER JOB NO. 699 -271 EPN 209 12 F.B. 8 PG. SHT. DATE, APP'D 10/31/07 QF I3 BY c 0 (n N E N o. c a� 3 O s v 0 U V O I- 0 0 0 -0 0 c 0 rn a a� U c 0 U v f!! a, S 3 v 0 U c N 0 N c 0 U ,_ a, .N 0 0 0 'O O LL n O 0 N a O U 0 L DIAMETER EFFECTIVE GRAIN SZE OF .20 TO .55 MM. NO LIMEROCK IN ANY PORTION OF FILTERDRAIN ASSEMBLY FILTERDRAIN DETAIL NTS SHEET DESCRIPTION: CLEARWATER BEACH VACATION OWNERSHIP PROJECT PAVING, GRADING AND DRAINAGE DETAILS NO. t DATE ®E PARKING LEVEL 1 EL =6.00 OWINAI RE ram ("'Ty OF CMVWATER JOB NO. 699 -271 EPN 209 12 F.B. 8 PG. SHT. DATE, APP'D 10/31/07 QF I3 BY c 0 (n N E N o. c a� 3 O s v 0 U V O I- 0 0 0 -0 0 c 0 rn a a� U c 0 U v f!! a, S 3 v 0 U c N 0 N c 0 U ,_ a, .N 0 0 0 'O O LL n O 0 N a O U 0 SERVICE CONNECTION DETAIL NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO. 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING AND CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. ,&5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO MAINS. 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 ". A AS Threaded Corporation Stop Curb Stop MUELLER B -25008 f MUELLER H24350 or Ford or approved equal B43- 332 -WQ with Lock Wing and (Tap at 45' Angle) Compression inlet (3/4" or 1" use meter swivel nut, 1 -1/2" or 2" use FIP outlet) or approved equal A Water Service Tubing Driscopipe 5100 or Endot /Yardley �X' Blue Jet, SDR 9, 3408 Polyethylene Iron service saddle Ford FC 202 series CITY OF CLEARWATER, FLORIDA w /stainless steel band REV. CURB STOP, CORD PUBLIC WORKS ADMINISTRATION and epoxy coated Water Main 3p 5 /9/05 STOP, SADDLE NOTES R.F. ductile iron body or 2 3/29/05 Chg. ServkeSadde R.S.F. 1Q 12/22/94 REV. WATER SERVICE approved equal. 7UBINC TYPE GCH REV. DATE DESCRIP110N APP. A CLEANOUT PLUG CHARLOTTE Pipe And Foundry Company Part No. 106 Or Equal See NOTE For Traffic Bearing Cover. Concrete Pad 8" Thick x V -6" So. FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company 'art No. 101 Or Equal V V,I V, Iv,V „l TERMINAL CLEANOUT DETAIL N. T. S. Plug NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY THE LATEST CITY STANDARD INDEXES PRIOR TO START OF CONSTRUCTION. P.V.C. PIPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS L Megalug Restrainer (Typ.) Ebba 1500 S 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" DEPTH BURY, 150 PSI TEST PRESSURE. 8" PVC MAXIMUM SIZE USED IN SYSTEM NOM. PIPE SIZE ELBOWS (deg.) VALVE TEES BRANCH DEAD END 11.25 22.50 45 g0 4 2 1 4 9 21 28 46 6 3 6 12 29 47 1 65 8 4 1 8 16 38 66 85 NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION 10' SIDEWALK r20(2) 4" PVC CONDUIT (4) 2" PVC CONDUIT 0 OOO�.__(3) 4" PVC CONDUIT UTILITY CONDUT BAIL DETAIL N. T. S. DUCTILE IRON PIPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket (Typ.) �I_ L Thrust Restraint T I� (yP•) 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.) * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. SIZE ELBOWS (deg.) VALVE BRANCH DEAD END 11.25'122.50'1 45' 90' L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42 �r 76 16 5 10 22 53 �`c 97 20 6 13 26 63 117 1 OF 3 REV. DATE DESCRIPTION PP. Ue G.C.HtlY 1 OF 2 TYPICAL VALVE SETTING n.t.s. a� C ,r 0 CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT NOTE: Cleanout Plug Cover To Be ANN Y STANDARD DATE s U.S. Foundry 7623 Or Equal. CHW�3 Y TERMINAL END 'INDEEX NOV 3/04 Ravlesd Per Utilities R.S.F. CLEAN OUT REV. GATE DESCRIPTION APP. APPROVED BY 2-2 T.C.J. Sanitar TYPICAL HYDRANT SETTING n.t.s. Connecting Piece w /integrally ®p Fire Hydrant Assembly cast Mech. Joint Gland on (Typ.) one End -D.I. Rotatable Mech. Joint Gland on Other End. Length Varies (See Note 1) Valve and Hydrant Tee w /D.I. Rotatable Mech. Joint a Gland on Plain End Branch. OO Mech. Joint Valve I s CL M 00 0 0 N C NOTES: 1. On Hydrants Requiring Runout 3 Last Two Joints Must Be Restrained Per Detail 403 (2 of 2). rn 0 C NOTE: 1. 0 S & Y Valve Handles will be Chained and Locked. * APPROVED DOUBLE -CHECK 0 y DESIGNED THE SIGNATURE OF THE QUAIJTY U CONTROL OFFICER IN THIS SPACE ° oc � INDICATES THAT ALL REQUIRED o DRAWN PERMITS HAVE BEEN OBTAINED oJMS,SDD AND THAT CONSTRUCTION IS NTS CHECKED AUTHORIZED TO COMMENCE. 0 i o Q.C. _ Y REV. I DATE I DESCRIPTION I APP. Water Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING BY TYPICAL HYDRANT O1 D15 £ lY SETTING IND4011. 3Y PLAN VIEW 30F 4 FLORIDA DESIGN CO/ �fS(JL IAN ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & P 3030 Starkey Blvd, New Port Richey FL 34655 Tel: (727) 849 -7588 - Fax: (727) 846 -3648 Adjustable Valve Box L c o When Valve Occurs in Roadway, 10 'o set Base on 10- Common Brick. CV a 4" F \ t / N Water Main Mech. Joint Valve Restraining Joint REV. I DATE I DESCRIPTION I APP. BLOWOFF DETAIL n.t.s. CITY OF CLEARWATER, PUBLIC WORKS ADMINISTRATION ENGINEERING BY TYPICAL VALVE eY SETTING 18" Min. 24" Max. NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION 1(� 8/03 REV. LENGTH TABLE 0.B REV. DATE DESCRIPTION APP. DESGNED BY G.C.H. TYPICAL EIRE HYDRANT SETTING NOTES: i 1. Steamer Connection to Face Street. FLORIDA 2. All Fire Hydrants to have 5 1/4" Valve Seat. 3. Fire Hydrants Shall be Placed at Street Corners Dt5 92 or in the R.O.W. Adjacent to Side Lot Lines INDEX NO. Whenever Possible. 1 OF 4 4. See Sheet 3 for Typical Connections & Fittings. n.t.s. 2 OF 2 Back of Curb Max. 15' - Min. 4' or Edge of Pavement Distance Varies I Valve Box , 0 I N I Mech. Joint Valve / ONLY APPROVED & Kennedy Guardian No. K -81D M II C -- -- Maximum D TS, INC. LANNERS E.B. No. 7421 PREPARED FOR: i h CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRANN BY D TE B.V.D. 09 16 Q 4/05 Add Not.. L MDR Y BLOWOFF Iry 404 DESIGNED BY DETAIL REV. GATE DESCRIPTION APP. T.E.P. 1 OF 1 Taylor Woodrow - U.S. Tower Division 8430 ENTERPRISE CIRCLE SUITE 100 BRADENTON, FLORIDA 34202 TEL (941)554 -2000 FAX (941) 554 -3005 C +nn I acc C:harh MUEL.LEI Compre: Threaded Ca MUELLER H1 or approved ( TAP AT 4 Saddle required 4" P.V.C. only Iron service saddle Ford FC 202 series w /stainless steel band or approved equal. u er enturlan No. A -423 U.S. Pipe Metropolitan ___. lining Joint (Typ.) CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION 9/04 I Revised Note I G.L.B. DATE DESCRIPTION APP. CHLORINATION TAP 2 O 4 9 Endot /Yardley E08 Polyethylene 0 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION A ENGINEERING 2 3/29/03 Chg. Servke Saddle R.S.F. REOR 1� 8/7/93 Chg. Se A,. Tabla9 type C.C.H. CHECKED Y CHLORINATION TAP D1N0408O• REV. DATE DESCRIPTION APP, DESIGNED 1 OF 2 R.S.F. SHEET DESCRIPTION. CLEARWATER BEACH VACATION OWNERSHIP PROJECT UTILITY DETAILS e e EXISTING GRADE EXISTING PAVEMENT EXISTING ROAD BASE COMPACT IN NOTE: 12" LAYERS 1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO 100% OF MAXIMUN DENSITY BY A.A.S.H.T.O. T -99, METHOD C. 2. TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO A FIRMNESS /12" ABOVE EQUAL TO THAT OF THE SOIL ADJACENT t� lj� PIPE OMPACT IN TO THE TRENCH. v / 1 6" LAYERS 3. REPLACEMENT OF PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE f LOCAL REGULATIONS. wATE COMPACT IN 3" LAYERS PIPE 12=� DIA. TRENCH BACKFILL DETAL N TS WM w � w TEE GV \ BACKFLOW PREVENTOR DEVICE AS REQUIRED BY CITY STANDARD DETAILS GV Flow TYPICAL FIRE LINE THE CONTRACTOR IS TO INSTALL A DUCTILE IRON (DIP) FIRE LINE TO THE LOCATION OF THE BACKFLOW ASSEMBLY. CITY CODE REQUIRES THE INSTALLATION OF ONE JOINT OF DUCTILE IRON PIPE (DIP) ON THE SERVICE SIDE. THE CONTRACTOR IS TO COORDINATE THIS INSTALLATION WITH CITY PERSONNEL. SEE PLANS FOR FIRE LINE SIZE. BYPASS DETAIL Approved Backflow Preventer Resilient Seat Resilient Seat OS & Y Valve OS & Y Valve Flow NOTE: 1. 0 S & Y Valve Handles will be Chained and Locked. * APPROVED DOUBLE -CHECK VALVES Hersey -Beeco Model No. 2 0 Ames 2000 SS N Watts Model 709 or 007 TYPICAL DOUBLE CHECK VALVE ASSEMBLY Conbraco 40100 NTS iv 3 a TEMPORARY BLOWOFF 2" Ball Valve _ v 0 AND SAMPLE TAP C. Hose Bibb 0 3/4" Galvanized c� 2" Galvanized, 2" Corporation '' il 0 _ a Tapping Saddle I � U Restrained 2"' TOP CONNECTION Tapped Plug o CITY OF CLEARWATER, FLORIDA c END CONNECTION PUBLIC WORKS ADMINISTRATION ENGINEERING 0 U REDRAWN BY B.V.D. TEMP BLOWOFF D 06 24/9 c Q, CHECKED BY AND SAMPLE TAP IN0408 iv REV. DATE DESCRIPTION APP. DESIG GNED Y 2 OF 2 0 Y JOB N0. 0 �n 699 -271 _O JA 2008 -� 209 EPN L, 0 F ; F.B. a PG. SHT. 6 3 N e i -C rn DATE. a NO. DATE R VISION ee 1 e :/ APP'D 10 31/07 OF (� U ,X\ PROJECT 51TE VICINITY MAP LANDSCAPE AND SITE DE516N 430 50UTH 6ULFVIEW BOULEVARD CLEARWATER, FLORIDA Prepared by I DEC RESUBMITTAL 12/13/07 INDEX OF DRAWINGS DRAWING DRAWING TITLE COV COVER L-1 51TE PLAN L-2 LANDSCAPE DEVELOPMENT PLAN IR-1 IRRIGATION HEAD LAYOUT LP-1 AMENITY LEVEL 51TE PLAN LP-2 AMENITY LEVEL LANDSCAPE DEVELOPMENT PLAN IR-2 AMENITY LEVEL IRRIGATION HEAD LAYOUT L-D LANDSCAPE DETAILS IR-0 IRRIGATION PETAIL5 IR-02 IRRIGATION DETAILS ORIGIN& RFCFMD DEC 13 2007 ?CANNING DEPARTMENT OF CLEAIZWATE Z 0 [ i .I i li I `I ;I ; 1 I I ; f I 1 �� 010-Te-r:l,IPlf: 1 1111 k 0I r:Nr #j :1:1111sP1I.LC 431'V!W' 37010A110 tN3Wi,%,Veja E)ff 8002 L Q ,NVir i I [ANGLE ILK TO MATCH "BEACHWALK" SIDEWALK PAYER CROSSWALK =RN PARALLEL TO SIDEWALK (1YP.) 9NGBONE PATTERN MA5TER LIGHTING SCHEDULE: GROUND LEVEL QTY. 5YM. TYPE 13UL13/(W)ATt5 SPECIFICATION 16 ® SPOT LIGHT BK LIGHTING DELTA STAR MODEL #: (tree mount) MR 16 - 35W DS -4-13ZP -911 -A ( elm down) with approved tree mounting strap and amber lens 5 SPOT LIGHT MH 70W BK LIGHTING SIERRA SERIES MODEL #: (tree mount) SE- 63- BZP -9 -11 A TSB70120 (aim upwards) with approved tree mounting strap and amber lens 11 UB ILLUMINATED 52W "STONELIGHT' (800 - 982- 2006)10'%W TALL BOLLARD SQUARE OPEN BOLLARD WITH GRANADA CAP AND MR16 FIXTURE WITH THE USHIO LAMP. PRECAST COLOR TO MATCH BUILDING VERIFY QUANTITIES ON PLAN INSTALLATION I. CONTRACTOR TO VERIFY POWER SOURCE REQUIREMENTS FOR EACH LIGHT AND COORDINATE PANEL REQUIREMENTS WiTH ELECTRICAL CONTRACTOR. 2. FINAL AIMING TO BE APPROVED BY LANDSCAPE ARCHITECT 5. CONTRACTOR TO INSTALL LIGHTING PER LOCAL AND STATE ELECTRICAL CODES. 4. LIGHTING TO HAVE A MINIMUM MAiN PHOTOCELL ON AND TIMER OFF CONTROLS WiTH A MANUAL OVERRIDE SWITCH. 5. COORDINATE ALL OTHER EXTERIOR LIGHTING WITH ARCHITECT. 6. ELECTRICAL ENGINEER TO CERTIFY MIN 3F.C. AVERAGE OVER POOL DECK FOR NIGHT SWIMMING. P•) 7. PRIOR TO BUILDING PERMIT IT SHALL BE DEMONSTRATED THAT ALL LANDSCAPE AND ACCENT LIGHTING SHALL BE DESIGNED IN ACCORDANCE WiTH ALL APPLICABLE SEA TURTLE REGULATIONS (COMMUNITY DEVELOPMENT CODE SECTION 5- 1302 -D IN CITY ORDINANCE # 6928 -02) ALL LANDSCAPE LIGHTING TO HAVE PHOTOCELL AND TiMER CONTROLS AND TO BE SET FOR NORMAL BUSINESS ACTIVITIES. CONTRACTOR TO COORDINATE LIGHTING PLAN WITH LANDSCAPE PLAN LEGEND EXISTING TREE TO REMAIN SPECIES /CALIPER SP= SABAL PALMETTO SCALE 111=29 -0" Awffof H d CSC � z 0 UU� L } l J J O 5� U Wro ° < 1�— LL LL: . L , 1)z (J) < z �, o O Lij U `,VJ I11 Phil Graham Studio Valley Crest Design . 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 -821 -5225 Fax: 727- 826 -1626 State of Florida Registration W- 0000064 Copyright 2007 by Phil Graham Studio All rights reserved. This document Is the property of Phil Graham Studlo. It Is to be used only for the specMc pro tect Identified or wkwd to hffdn and is not to be used on other_ prolosts or o ta>slons to this prolog,, lr whole or in part► Opt by express written agreement with and compensation to Phil Graham Studio Drawn by. Date•. BN 11/01/07 Qasked by: PG vielon Dates: 1 12/13/07 1/7/08 179202 Awffof `J -_ - I r i r f I i i I I' i' I i i i I I I i i I i i LU Z a— i. l V :2 Z J Ul Z � J 11.1 I SCALE 1 "= 20' -D" 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 -821 -5225 Fax: 727 -826 -1626 State of Florida Registration LC- C000064 Copyrtght 2007 by Phil Graham Studio All rights rwarved. This document is the property of Phil Graham Studio. It is to be used only for the specific proJett Wantifled or refer ed to hrndn and is not to be used on other projects or a�ctenelone to this "jwk in whols or In party axca' by arm written grcemart and compensation to Phil Graham Studio z Drawn by: BN Date: 11/01/07 - Checked by: PG o 1 12/13/07 117/08 179202 L--2 ' UU� LJ U-' LLIi 'w tt 11 PLAINT MATERIAL SCHEDULE QTY CODE BOTANICAL NAME COMMON NAME SPECIFICATION j 1 +��—� J 41 'CAP CRINUM ASIA11CUM PURPLE CRINUM LILY 7 GAL, 30-36" SPD. 36 COS CONOCARPUS EKECTUS SEKICEAUS SILVER BUTTONWOOD &10' HT, X 3-4' SPD 2" CAL MIN.O CO V 385 985 I CU HED COCCOLOBA UVIFEKA HELIANTHUS DEL31US subsp DEBILIS 5EAGRAPE BEACH SUNFLOWER 3 GAL, 2A -26" HTX 1 GAL, 10" SPD. 325 JP JUNIPERUS PARSONII PARSON'S JUNIPER 1 GAL, 12" SPR. O 25 LAC LANTANA CAMAKA DWARF YELLOW LANTANA 3 GAL., 18" SPD. 5 I' PD PHOEND(DACTYLIFERA "MEDJOOL" MEDJOOL DATE PALM SEE PLAN FOR CLEAR TRUNK HEIGHTS ' , l 80 ; PLC FLUM13AGO CAPENSIS FLUMBAGO 3 GAL., 22" HT X 24" SPD 1_J__l 260 i PQ PASPALUM QUADRAFARIUM EVERGREEN PA5PALUM 3 GAL, 36" HT., FULL .--� 200 RI RAPHIOLEPI5 INDICA uWHW DWARF INDIAN HAWTHORN 3 GAL., 16" HT. x 18" SPR, DENSE 64 ' SP SABAL PALMETTO CABBAGE PALM SEE PLAN FOR CLEAR TRUNK HEIGHTS 50! SPB SPARTINA BAKERI SAND CORDGRASS 3 GAL, 18" HT. x 16" SPR. �,�'. ,tt' ' `� �; t it y'�` 70 TJ TRACHELOSPERMUM JASMINOIDES CONFEDERATE JASMINE 3 GAL., 22-24" SPD. 38! ZFU ZAMIA FURFURACEA CARDBOARD PALM 7 GAL., 22 -2V HT, X 26-2W SPD. NOTE: LANDSCAPE AT NORTHWEST CORNER TO BE FIELD ADJUSTED FOR UNDERGROUND DRAINAGE STRUCTURE i I SCALE 1 "= 20' -D" 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 -821 -5225 Fax: 727 -826 -1626 W.Cvrn State of Florida Registration LC- C000064 Copyrtght 2007 by Phil Graham Studio All rights rwarved. This document is the property of Phil Graham Studio. It is to be used only for the specific proJett Wantifled or refer ed to hrndn and is not to be used on other projects or a�ctenelone to this "jwk in whols or In party axca' by arm written grcemart and compensation to Phil Graham Studio Drawn by: BN Date: 11/01/07 Checked by: PG ReWsion Dates: 1 12/13/07 117/08 179202 L--2 W.Cvrn f { i S i i i i TURF ADJACENT TO SEAWALL TO BE IRRI( WITH LOW TRAJECTORY SPRAY NO G IRRIGATION SOURCE KEY IRRIGATION LEGEND IRRIGATION COMPONENTS SPECIFICATION O TORO DRIP IRRIGATION ® Water Source: CITY POTABLE ® Controller: RAIN BIRD ESP -LX SERIES WITH AUTOMATIC RAIN CHECK ®- Mainline: SCHEDULE 40 PVC ® 'Valves: RAIN BIRD 200- PE15-PRS -D Number x' Valve Size <LL1 < Irrigation Zone Tag �OOO � Zone GPM - = - Sleeving: SCHEDULE 40 PVC, 2 SIZES LARGER THAN 5 PIPE TO BE SLEEVED. T� V I }IL All irrigation heads on non - potable water f OU systems shall have "purple' non - potable O K) head covers. All Rain Bird heads to be installed with Matched Precipitation Rate (MPR) nozzles. Spray zones to be operated at 30 PSI for r t optimal head performance. "Ralnblyd Model FESB Series self - cleaning scrubber valve shall be required when the water source Is reclaimed water. ORIGINAL RFCFIVFR DEC 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 0 20' 40' W SCALE 111= 20' -0" Z O ;z J Z O UUU <LL1 < I < �OOO � U M n � � -1 d-1 ` LLI w 5 15 T� V I }IL LJJ U:E< 1 I f OU <Z(S) O K) U r t h ! U) Y) 2 Owl Phil Graham Studio Valley Crest Design Group 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 -821 -5225 Fax: 727- 826 -1626 State of Florida Reglstration LC- C000064 Copyright 2007 by Phil Graham Studio All rights reserved. This document is the pro perty of Phil Graham Studio. It is to be used only for the specific project i mtNW or referred to harm and is not to be used on other projects or extensions to this project In whole or in part; except, by express wrttten agreement with and compensation to Phil Graham Studlo Drawn by. Date. 5 Checked by: PG Revision Dates: 12/13/07 179202 ! ! ! i � w "`ems.. �� ,,,..•..,,,, �.,. —`--- ••-,._ `�� ,yJ `ri4sss�e;2ae> ::�trrC.•<•. j jj�j``. ^.^•.,, "'"`•'� ^•— ! F} .i Z', :F?illj'�3Gfy.<C :: ", „•'+•..ii '...'..`- .•••+,. Ff 2;� "A yi fj, v , v. "t of i v� , 1 POOL BAR/GRILL .v } v k •vv si 5' f v v ( ..bff'. gk RT , , 333E ;: ". F, .53335, {)t tyk y;:y ,�fifi5;;:,y,v.. f >;x ss� sg I , , II 6 STEPS .s5 i, S3T. f;3f .f. U. `� sf :r f :t# S. t# ` AT GRADE PLANTER ;+ , v n <.�.PAVING TYPE A' . rr .. ,; ': � ',; •:. .' , ;Il1ti:: PAVING TYPE:; B�\ 1Z 'x 12 CONCRETE PAYE S _ MEAN D COLOR T B D 0 E RM �:::,,,.... ETE INE 3 • t , s`s e is : `r , SUN DECK jj . #3 rr 3, ;Y3r <c 2 , si3 SPA t3:: uttsxa :uc:;`'afta3 „£t333ra3�":ai” i ## v. , ( It 11 PAYING VI G TYPE B , , , • tt 11 f I I PA VIN G TYPE 12 1 X12 t CO N CRETE PAVE PAVERS i 6 t 5TE P 5 f STYLE AND COLOR TO BE DETERMINED MINED : ff: AT GRADE PLANTER I �I ' :FS f' 2+ 4 <55f POOL 6" STEPS l` PAVING TYPE A Ik #i� Iit Fi, c> sN t, ACCESSIBLE ik2 ,F I RAMP 53 R w fI# — `�' I. I PAVING TYPE A 11 tt AT GRADE f , 'sf 2 • • It x1 1Z 'CONCRETE F %Y CONCRETE R5 PAVE , CHILD PLANTER 12 i• I I STYLE AND COLOR TO BE DETERMINED I� POOL ACCESSIBLE <� CE 51BLE RAMP I k' , .. ,» •,Yr »a�.:te <iii��:i> iii< �, ;;iy,,,,,.,s. ;Jtii3r,YYY.,x,.» ., .... �.� ,..... , < f < "_ 3 " ":S fF: , -. :., •..v '"• , '. '. •�;, ), » 1YYYYYYY ;r Y k 5 "f >� 5 i" f3 f. 11 . :3 tt ...v3 f DECORATIVE URN WITH PLANT MATERIAL , # FORMAL PATIO A :.. ROUND TILE MOSAIC l:. j. x x `£ if „ », .. »`x:;.*.'?3?3;,,,,,, •. ..... »..a..,,:..v.,:. .:...:..: ......,.,,,,.,,, .......... ,. »w»ra..,,,.,;..a ane; »;;;;;, .:.. :. ... ,. ,;.c.;y;.:» + 325 >!� •5 3>u »55555333,3535<ffF»:F.:. ,5553333 #3 ",F:::s s, ,, k,FFFS,s, <, ,...v,,»st3't3i'f3x �' ?' %' < "ffiC:Sr' <' <'<<£< + ?'rt; ' %5': ,3'sK5555 #f ;es:t .5.:53 s .: SSf55S -`. 3i555ff'd,f ` 33f :F3Ftt83fF ^�22FF,i5`.FF£'6333f5 , » » > »», r,„533333;, 5 5 f 4533353353333 ,5 5 5 5555, f £ , 5 .: j I . ILA s2F 2 �3 :qtr "t� : w t' f < , ,i 5TH FLOOR TERRACE NOTE: URN DRAINAGE TO HOOK INTO AREA YARD DRAINS ON AMENITY LEVEL MASTER LIGHTING SCHEDULE: POOL LEVEL DECORATIVE URN (TYP.) 11 ' PAVING TYPE A n1 QTY. SYM. TYPE 13UL13/(W)ATT5 5PECIFICATION 13 SPOT LIGHT MH 70W BK LIGHTING SIERRA SERIES MODEL #: (tree mount) SE- 63- 13ZP- 9- 11- A -T51370 -120 (aim down) with approved tree mounting strap. VERIFY QUANTITIE5 ON PLAN INSTALLA11ON 1. CONTRACTOR TO VERIFY POWER SOURCE REQUIREMENTS FOR EACH LIGHT AND COORDINATE PANEL REQUIREMENTS WITH ELECTRICAL CONTRACTOR. 2. FINAL AIMING TO BE APPROVED BY LANDSCAPE ARCHITECT 3. CONTRACTOR TO INSTALL LIGHTING PER LOCAL AND STATE ELECTRICAL CODES. 4. LIGHTING TO HAVE A MINIMUM MAIN PHOTOCELL ON AND TIMER OFF CONTROLS WITH A MANUAL OVERRIDE SWITCH. 5. COORDINATE ALL OTHER EXTERIOR LIGHTING WITH ARCHITECT. 6. ELECTRICAL ENGINEER TO CERTIFY MIN 3F.C. AVERAGE OVER POOL DECK FOR NIGHT SWIMMING. 7. PRIOR TO BUILDING PERMIT IT SHALL BE DEMONSTRATED THAT ALL LANDSCAPE AND ACCENT LIGHTING SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE SEA TURTLE REGULATIONS (COMMUNITY DEVELOPMENT CODE SECTION 3- 1302 -D IN CITY ORDINANCE # 6928 -02) ALL LANDSCAPE LIGHTING TO HAVE PHOTOCELL AND TIMER CONTROLS AND TO BE SET FOR NORMAL BUSINESS ACTIVITIES. CONTRACTOR TO COORDINATE LIGHTING PLAN WITH LANDSCAPE PLAN 0 20' ORIGINAL RFCFNFD DEC 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER t +'a 2t : SCALE 111= 20' -D" J } Z LU 'J a Z�- LLI (^ V� z O U U < LU <' W J� O z Ow U n c) < �:: U Uj w UU SL. >• a LL LU a/. (S) �< 1_I_ Ly %-- LLI � L` tt J O V < Z (S) O LIJ U � VJ L �1 i 1 -o Valley Crest Design Group 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 - 821 -5225 Fax: 727 - 826 -1626 State of Florida Registration LC- C000064 CoWght 2007 by Phil Graham Studio All right's reserved. This document is the property of Phil Graham Studio. it Is to be. used only for the speciflc project identified or referred to her+efn and Is not to be used on other rprojecre or octensions to this pro* in whole or In part, ecpth by acrese written ment agree and compensation to Phil Graham Studio Drawn by: Pate- 15N 11/01/07 Checked by. FG Revision Dates: Zn 12/13/07 179202 I — — — . ........ pjtG �' <��� $ #�3kL� Y� <�,��:;43� <'',',y33:f'CL �i':; •�...,,,�_ ff .."++..".`•..•....� ""^`^r... , t.� • : # #33353::, q %:333s.:£T<:. ..» ts3•.., ." : » <'::3 ±i :5;,<..ii >u> 333 <i isssss•5» »» 9••••• >S #SS<55iissssssii5 <ssssiv> »:3£ >S£S355St i355< SSSSSftt«••••„<: 5<S ifiiiif5555333333353«: i::<::«<;;,<».<., q..,., n..;,,,, aa«SS< 5< v< 5<> SSii>5553f55555« <Sisff<3fnn3:«< is 5353 ;A<Snnnn:a.>n•••.... 553333353f553 i i..:,. >•' ^:353'•::'33':•: PLANT MATERIAL 5CHEDULE QTY CODE BOTANICAL NAME COMMON NAME SPECIFICATION 185 AGA AGAPANTHU5 AFRICANUS LILY -OF -THE -NILE 3 GAL., FULL 6 CAP CRINUM A5IATICUM PURPLE CRINUM LILY 7 GAL., 30 -36" SPD. 45 IPB IPOMOEA BATATAS'BLACKIE' SWEET POTATO VINE 1 GAL UL 090 IPM IPOMOEA BATATAS'MARGARITA' SWEET POTATO VINE 1 GAL., FULL 14 IX IXORA'NORA GRANT' NORA GRANT IXORA 3 GAL., 20 -24 "FULL 59 PX PHILODENDRON XANADU' XANADU PHILODENDRON 3 GAL 18" X 20" FU L 18 RE RHAPIS EXCELSA LADY PALM 48" HT. 3-5 STEM, FULL 110 EP SETCREASEA PURPREA PURPLE QUEEN 1 GAL,10 -12" SPD 9 SN STRELITZIA NICOLAI WHITE BIRD OF PARADISE 17' POT, 6-8' HT., HEAVY 13 SR STRELITZIA REGINAE BIRD OF PARADISE 7 GAL, 36" HT: x 24" 5M, FULL 6 55C SENNA 5URATTENSIS GLAUCOUS CAS51A 8 -10' HTX4 -5' 5PD 30 TJ TRACHELOSPERMUM JASMINOIDES CONFEDERATE JASMINE 1 GAL, 14-16" 6FX 35 TJV TRACHELOSPERMUM JAS. VARIEGATED VARIEGATED CONFEDERATE JASMINE 1 GAL, 10 -12" Sm 2 VM VEITCHIA MERRILLII CHRISTMAS PALM SEE PLAN FOR OVERALL HEIGHTS 8 WB WODYETIA BIFURCATA FOXTAIL PALM SEE PLAN FOR C.T. HT. 6 ZFU ZAMIA FURFURACEA CARDBOARD PALM 3 GAL, 16" HT. x 18" SPR. ORIGINAL RECI MID DEC 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • .• SCALE 111=20'-O" J } LL1 Z J < FL LLI U Q... < O J Z � lj -- � �< >- �JW < Ok UU° Ul�L °m o < LU Lij LLI DL Cn � LLI W LU x-1110 � < (S) LV J U 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727- 821 -5225 Fax: 727- 826 -1626 State of Florida Registration LC- 0000064 Copyright 2007 by Phil Graham Studio All rights reserved. This document Is the pro perty of Phil Graham Studio. It ie to be used only for the specific protect Identf I&I or referred to hcrefn and Is not to be used on other projects or actensions to this pro In whole or in part, Sept by acpress written agreement!% with and compensation to Phil Graham Studio Drawn by: BN Date•. 11/01107 N 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727- 821 -5225 Fax: 727- 826 -1626 State of Florida Registration LC- 0000064 Copyright 2007 by Phil Graham Studio All rights reserved. This document Is the pro perty of Phil Graham Studio. It ie to be used only for the specific protect Identf I&I or referred to hcrefn and Is not to be used on other projects or actensions to this pro In whole or in part, Sept by acpress written agreement!% with and compensation to Phil Graham Studio Drawn by: BN Date•. 11/01107 Checked by: NG ReNsion Dates- Zn 12/13/07 179202__] [Liv-* DRIP IRRIGATION OYP.) I I I :<A t <7 I , IRRIGATiON LEGEND SPRAY HEADS IRRIGATION COMPONENTS KEY SPECIFICATION KEY SPECIFICATION ® Ruin Bird 1402 Full Circle Bubbler - 0.50 GPM Z < TORO DRIP IRRIGATION ® •.fsx' ii .. icy: ® Controller: RAIN BIRD ESP -LX SERIES U s3: { {, ... :. � : iii? '" ",.#£ ® .x .�,. »,,,.. _ ... :,:M,•......«....•.......•., f _.'.""^..........._Y ".' ^.^- -, DRIP IRRIGATION OYP.) I I I :<A t <7 I , IRRIGATiON LEGEND SPRAY HEADS IRRIGATION COMPONENTS KEY SPECIFICATION KEY SPECIFICATION ® Ruin Bird 1402 Full Circle Bubbler - 0.50 GPM Z < TORO DRIP IRRIGATION ® Water Source: CITY POTABLE ® Controller: RAIN BIRD ESP -LX SERIES U WITH AUTOMATIC RAIN CHECK — — Mainline: SCHEDULE 40 PVC ® "Valves: RAIN BIRD 200 - 1703 -17RS -D Number U Imo Valve 51W LLI ` LLJ ^ ,w T D LL LLI Irrigation Zone Tag XX.)0( Zone GPM - - Sleeving: SCHEDULE 40 PVC, 2 SIZES LARGER THAN PIPE TO BE SLEEVED. All irrigation heads on non - potable water U systems shall have "purple' non - potable head covers. All Rain Bird heads to be installed with Matched Precipitation Rate (MPR) nozzles. Valley Crest Design Spray zones to be operated at 301`51 for 33701 -3012 VCDesignGroup.com optimal head performance. "Rainbird Model FESB Series self- cleaning scrubber valve shall be required when the water source is reclaimed water. ORiGINAL RFCFKD DEC 13 2007 PLANNiNG DEPARTMENT C!'IY OF CLEARWATER 0 20' 40' W SCALE 111= 20' -0" J Z LU J LL1 D- -� Z O Z < LEI :2W Z U ir- UU° <LLI <' J< 0 C) Qk U Imo d.� � � U LLI ` LLJ ^ ,w T D LL LLI (3 VJ �L LLJ X W �— LLI 1 J O U <Z(S) O U Phil Graham Studio Valley Crest Design 436 Second Street North,' St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 -821 -5225 Fax: 727 - 826 -1626 State of Florida Regist LC- C000064 ration Copyright 2007 by Phil Graham Studio All rights reserved. This document Is the pro perty of Phil Graham Studio. It le to be used o4i for the specific proles; Identified or referred to herdn and Is not to be used on other projects or extensions to this project In whole or in parts accepts by opine written agreement with and compensation to Phil Graham Studio Drawn by: Date•. BN 11/01/07 Checked by: PG Revision Dates: 12/13/07 179202 I R- 2 z 0 J Q ��3++ CV u� U PRUNE AND TiE FRONDS AT TIME OF PLANTING REMOVE TIES AND PROVIDE "MEDJOOL CUT' FOUR TO SIX WEEKS AFTER PLANTING SHORT PRONG P� -TREE TRUNK LONG PRONG TREE TRUt SHORT PRONG LONG PRONG SHORT PRONG) NOTES: STAKE ALL HARDWOOD TREES WITH BELOW -GRADE 5TA13ILONG SYSTEM BY' TREE STAPLE" AT (877) 873 -3749 OR AT WWW.TREESTAPLE.COM PER THE FOLLOWING TABLE TREE STAPLE TABLE 1 TREE CALIPER TREE STAPLE MODEL # # OF TREE STAPLES PER TREE 1" - 2" T524 (24'7 2 WITH UP TO A 16" ROOTBALL 2" 4" 1536 (36') 2 WITH A 16 - 2a' ROOTBALL 4" - 6" T542 (42') 2 - 3 WITH A W'- 36" ROOTBALL 61-61 T548 (48'7 2 - 3 WITH A 36"+ ROOT 3ALL NOTES: STAKE ALL HARDWOOD TREES WITH BELOW GRADE STABILIZING SYSTEM BY "TREE STAPLE' AT (877) 873 -3749 OR AT WWW.TREESTAPLE.COM PER THE FOLLOWING TABLE TREE STAPLE TABLE 1 TREE CALIPER TREE STAPLE MODEL # # OF TREE STAPLES PER TREE 111-211 T524 (24 ") 2 WITH UP TO A 16" ROOTBALL 2" 4" T536 (36 ") 2 WITH A 16 - 20" ROOTBALL 4" - 6" T642 (42 ") 2 - 3 WITH A 30"- 36" ROOTBALL 61-811 T548 (48 ") 2 - 3 WITH A 36"+ ROOTBALL NUT HEIGHT AND DIAMETER TO BE MATCHED FOR PALMS SPECIFIED AS "MATCHED" TRUNK SHALL BE FREE OF SCARS, BURN MARKS, AND BOOTS. STAKE ONLY THE FOLLOWING: 1. PALMS REQUIRING SUPPORT TO MAINTAIN A PLUMB POSITION. 2. PALMS IN POTENTIALLY HAZARDOUS SITUATIONS. CONTRACTOR A55UMES THE RESPONSIBILITY OF INSURING THAT ALL PALMS ARE STAKED AND SECURED TO PROVIDE A SAFE CONDITION CONTRACTOR MAY MODIFY STAKING AS REQUIRED TO ACCOMMODATE FIELD CONDITIONS, WITH PRIOR WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT USE (3 ) TREE STAPLES PER TREE: FERTILIZER TABLETS SEE E STAPLE TABLE V ABOVE AS SPECIFIED. PLACE INSTALLED PER THE MANUFACTURER z UNIFORMLY AROUND RECOMMENDATIONS ROOT MASS BETWEEN MIDDLE AND BOTTOM E OF ROOT MASS. ABOVE GROUND STAKING 15 NOT TO BE USED in V � 3" (75mm) MULCH LAYER IIIII =III UNDISTURBED SOIL IIIIII- j TILLED AND LOOSENED -III' —n n —nnn— inns— inns— nnn_nnn —nun ..gnu = IIIIII= NATIVE SOIL 13ACKFILL. IIIIII - 111111= 7 111111= IIIIII- IIIIII - 111111 - 111111 - 111111-1 1111= 111111 - IIIIII 3 TO 5 TIMES THE WIDTH F THE ROOTDALL MEDJOOL DATE PALM STAPLE /PLANTING DETAIL NTS -11 FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS 9 a �i +� J J J j�f�/ ♦ J J Jj � •j�`��'r1 !1 ���� �r�jtJ�t�J� LONG PRONG TREE TRUl' Na ,F C) USE 2 - 3 TREE STAPLES PER TREE: SEE 'TREE STAPLE TABLE V ABOVE (ONE STAPLE SHOWN, TYP.) INSTALLED PER THE MANUFACTURER 111111 IIIIII= 11 III=IIII1 E 111111= =11111 IIIIII = IIIIII —lino= nn nnn— IIIIII —nnn = IIIIII= IIIIII -III -1 11= IIIIII - IIIIII- � 111111 IIIIII - IIIIII - IIIIII = X11111 3 TO 5 TIMES THE 'PRONG K LONG PRONG OTHER TREE STAKING SYSTEMS MAY BE ACCEPTABLE IF APPROVED M BY THE OWNER NOTE: ABOVE -GRADE STAKING TRIANGULATE SPACINGS OF PLANTS IN MA55 PLANTINGS. EQUAL EQUAL CROWN BED FOR DRAINAGE 12" 305mm) 3" (75mm) DEEP MULCH BAND ALONG PERIMETER OF BED. 111011191 III NATIVE SOIL SPREAD 3" (75mm)_ OF FLORIDA PEAT OR OTHER APPROVED ORGANIC SOIL AMENDMENT (SEE WRITTEN SPECIFICATIONS) OVER FULL LENGTH AND WIDTH OF PLANTING AREA TiLL AMENDMENTS INTO NATIVE SOIL. ADD TIME - RELEASE FERTILIZER AS SPECIFIED. 3 ANNUAL BED PREPARATION/PLANTING DETAIL L -D NTS SHALL NOT BE USED Z E E REMOVE ALL FRONDS. N LEAVE 12" MIN. (305 mm) OF NEW FROND GROWTH. e MULCH 3" (75mm) FROM TRUNK 3" (75mm) MULCH LAYER 11111 = 111111= h, = IIIIII- ® TILLED AND LOOSENED IIIIII NATIVE SOIL BACKFILL IIIIIIHIIIIII� 1111III INk– UNDISTURBED SOIL IIIIII - IIIIII- I OF THE ROOT13ALL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. 2 TREE PLANTING WITH BELOW -GRADE 5TAKING L -D NTS O O - O O O C> o MULCH 3" (75mm) FROM STEMS 3" (75mm) MULCH LAYER o IIIIII= 111111= -111111= ® TILLED AND LOOSENED rim_uIIII- IIIIII NATIVE SOIL 13ACKFILL IIIIII= 11fI'li�� IIIIII I UNDISTURBED SOIL OF ROOTBALL 5HRU>3 & GROUNDCOVER PLANTING DETAIL NTS 0 0 0 NOTE: CENTER TO CENTER SPACING (0Q VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREAS KEEP MULCH 6" (150mm) AWAY FROM BUILDING FWALL BUILDING WALL L/MULCH y MIN. 18" (457 mm) FROM BUILDING WALL TO EDGE OF PLANT Ape J U r� c TRUNK SHALL BE FREE OF SCARS, BURN MARKS, AND BOOTS. NOTE: STAKE ONLY THE FOLLOWING: 1. PALMS REQUIRING SUPPORT TO MAINTAIN A PLUMB POSITION. 2. PALMS IN POTENTIALLY HAZARDOUS SITUATIONS. CONTRACTOR ASSUMES RESPONSIBILITY OF INSURING THAT ALL PALMS ARE STAKED AND SECURED TO PROVIDE A SAFE CONDITION CONTRACTOR TO REMOVE TREE STAKES SD( MONTHS AFTER PLANTING (UNLESS REMOVAL WILL CREATE UNSTABLE SITUATION. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY) 5 LAYERS OF BURLAP, 5 - n4" x16" (50mm x 100mm x 400mm) WOODEN BATTENS, CONNECTED WITH 2 - 3/4" (20mm) STEEL BANDS. 2"x4" 50mm x 100mm) WOOD BRACE (MIN. OF 3) TOENAIL TO BATTEN. CONTRACTOR MAY MODIFY STAKING AS REQUIRED TO ACCOMMODATE FIELD CONDITIONS, WiTH PRIOR WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT /- 3" (75mm) MULCH LAYER 11111111111111111 IIIIIII IIIII- UNDISTURBED SOIL 111111= 111111= =IIIII ®. TILLED AND LOOSENED IIIIII- NATIVE SOIL 13ACKFILL. 111111 =11 nnn= ui i= inns =uun— inns —umi— inns —ui _ =IIIII IIIII = IIIIII IIIIII- IIIIII - IIIIII- IIIIII - IIIIII IIII- = 111111 IIIIII -1111= IIIIII - IIIIII - IIIIII - IIIIII= IIIIII- EDGE OF REDLINE TO EDGE o 0 0 0 0 0 3 TO 5 TIMES THE WIDTH OF PLANT. CURB <--MULCH OF THE ROOTBALL FERTILIZER TABLETS SHRUBS AND GROUNDCOVERS ADJACE MIN. 18" (457mm) FROM AS SPECIFIED. PLACE TO CURVED EDGES SHALL BE PLANTED BACK OF CURB TO EDGE OF PLANT UNIFORMLY AROUND IN ROWS PARALLEL TO THE CURVED SHRUBS AND GROUNDCOVERS ADJACENT ROOT MASS BETWEEN EDGE. TO STRAIGHT EDGES SHALL BE TRIANGULAR MIDDLE AND BOTTOM SPACED IN ROWS PARALLEL TO THE STRAIGHT OF ROOT MASS. EDGE. 5 5HRU>3 AND GROUNDCOVER LAYOUT DETAIL ro'*'N SABAL PALM PLANTING DETAIL L -D NTS L -D j NTS 4' -a' 1.2m GENERAL LANDSCAPE NOTES 1. All plant materials to be Florida #1 or better quality, installed to highest nursery standards. 2. Mulch to be 100% CYPRESS, GRADE (5). Mulch shall be installed to a minimum 3" thick in all planting areas. 3. Sod to be 95% weed free: "5EADWARF SEASHORE PA5PALUM" Sod for areas indicated within the limit of work line. Sod to be Installed with tight joints, rolled and fertilized at time of Installation. 4. All dimensions to be, field- checked by the Landscape Contractor prior to construction, with any discrepancies reported imrhedlately to the Landscape Architect. 5. All materials must be ass ecified on the landscape Ian. If materials or labor do not adhere to ecifications, they will be Ipejected by the Landscape Architect with proper installation carried out by the Landscape Contractor at no addition All cost. 6. No substitutions or chamaes of any kind will be made at time of bidding, so as to provide for equal and fair comparisons. 7. All ermits necessary are to be provided by the Installing contractor unless otherwise specifically stated in the specifications. 8. No contractor Identification signs shall be permitted on the project. 9. All questions concerning the lane ands ecifications are to be. directed to the Landscape Architect, (727) 821 -5225. 10. Carefully review the Landscape Specifications. The Installing Contractor will be held respolnelbre for all Items contained therein. FERTILIZATION SHRUBS AND TREES All trees and shrubs shall be fertilized with "Aoriform" 20 -10 -5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the rbot mass at a depth that is between th6 Middle and bottom of the root mass. APPLICATION RATE: 1 Gallon can: 1- 21 gram tablet 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets 7 Gallon can: 4 - 21 gram tablets Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets GROUNDCOVER AREAS All oroundcover areas shall receive fertilization with "Ozmocote" time release fertilizer as per manufacturers specifications. a NOTE: DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE b VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, *,5 DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE a OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE a �a APPROVED. � a a 6-WO.C. 4 (1.8m -2.4m) o e 75 %- 100%OFCPZ LU U < TREE BARRICADE: 2'x4" (5OmmXiOOmm) WOODFENCING J WITH FLAGGING. THE BARRICADE SHALL BE — PLACED 50 AS TO PROTECT THE CRITICAL PROTECTION ZONE (CPZ) AREA AND NEVER WITHIN 75% OF THE RADIUS OF THE CPZ U U° EXISTING TREE < < B J< �OOC-'�i m► O U a A = DIAMETER OF PROTECTED TREE IN INCHES (MILLIMETERS) MEASURED 41/2 FEET (1.37 M) J 111 4- S�� \ ABOVE GRADE LU �� B = CRITICAL PROTECTION ZONE (CPZ) RADIUS. __3 Onn THAT AREA SURROUNDING A TREE WITHIN A ORIGINAL CIRCLE DESCRIBED BY A RADIUS OF ONE 10 00 FOOT (305 mm) FOR EACH INCH (25Amm) 7 CRITICAL PROTECTION OF THE TREE'S DIAMETER (A) AS DESCRIBED DEC 13 2007 ZONE (CPZ) ABOVE. PLANNING DEPARTMENT TREE PROTECTION D ETA I L CITY OF CLEARWATER NTS LU U < Z 01 J U U° < < J< �OOC-'�i m► O U a LL J 111 4- S�� LU �� __3 Onn V < z (S) LU J U =. r B I . ( 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 -821 -5225 Fax: 727- 826 -1626 State of Florida Regletration LC- C000064 Copyright 2007 by Phil Graham 5tudlo All rights reserved. This document Is the property of Phil Graham Studio. It Is to be used and for the speclflc project idenMW or referred to n and Is not to be used on other rojects or extensions to this pro 4 in whole or In part, =apt by express written agreement with and compensation Phil to Graham Studio Drawn by: Date. BN Checked by. PG Revision Dates: 17920L] a•4 61/2" min. (16 cm) INSIDE WALL HINGE PIN CLEARANCE FOR DOOR REMOVAL 7= ilk( IN51DE FRONT COVER °' • C0_1�1QO9D. j ` ' 4 DD PLASTIC CABINET AS ON PAN --(T) OMODULAR HYBRID CONTROLLER RAIN 51RD I E5F-LX MODULAR IN51DE WALL MOUNT. 1.5 INCH FVC 5CH 40 CONDUIT AND 02 1.5 FITTING5. `3 WIRE5 TO REMOTE CONTROL VALVE5. 1 INCH PVC 5CH 40 CONDUIT TO POWER 5UPPLY. OBA5E MODEL 15 8 5TATION. OPTIONAL MODULE5 FOR 32 5TATION CONTROLLER A5 5HOWN. (6 WIRE5 TO REMOTE CONTROL VALVE5. PLASTIC HEAD COVER (PURPLE FOR NON- POTABLE SYSTEMS, BLACK FOR POTABLE SYSTEMS) FINISH GRADE RAIN BIRD 1806 PRS POP -UP SPRAY HEAD SPRAY PATTERN AS SHOWN ON PLAN BOTTOM INLET. 2 m C POLY ELL °.� PO o' n SP 100 POLY PIPE C i (LENGTH AS REQUIRED) - S li Nom: POLY ELL 513E 050 ESP -LXM (ESP -LX MODULAR) COMES STANDARD WiTH PVC TEE 8 STATIONS. ADDITIONAL j' MODULES CAN BE PURCHASED IN INCREMENTS OF 8. o O J0 INSIDE CONNECTION WALL OR PEDESTAL MOUNT PVC LATERAL LINE AS SPECIFIED ON PLAN E5P -LX MODULAR IRRIGATION CONTROLLED DETAIL /'002 RAIN B1RD 1806 POP -UP 5PRAY HEAD DETAIL IR -D NTS IR -D NTS LOCKING VALVE BOX COVER PURPLE FOR NON - POTABLE SYSTEMS, GREEN FOR POTABLE SYSTEMS, INSTALL VALVE BOX 50 COVER 16 FLUSH WITH SURROUNDING GRADE PVC ISOLATION BALL VALVE SAME SIZE AS PVC LINE SPECIFIED ON PLAN 1'-6" MIN. DEPTH AS SPECIFIED I I AMETEK 12" VALVE BOX MODEL #AV512 (OR APPROVED EQUAL) RAIN BIRD 11/2" ZONE CONTROL VALVE FOR USE IN TURF AREAS OR SHRUB BEDS 150- FED-FRS-D OR 150- PESB -FRS-D ° °��`�'��� (USE LARGER VALVE BOX IF ASSEMBLY 15 NOT AS SPECIFIED ON PLAN EASILY ACCESSIBLE FOR MAINTENANCE) �D D RAIN BIRD FRS-D 11-7 lop ° D " DDD DDDZ/D�" D... PRESSURE REGULATINGQ��Qb�� PIPE OPENING (TYP) MODULE /4 /DDDDDDDD PLASTIC LOCKING VALVE BOX COVER PURPLE FOR NON - POTABLE SYSTEMS, FINISH GRADE �DDDDDDf� D�DD GREEN FOR POTABLE SYSTEMS, INSTALL VALVE BOX SO COVER 15 FLUSH WITH SURROUNDING GRADE IIIII __ -" BLACK PLASTIC VALVE BOX BODY IIIII PLAN VIEW BACKFILL (fYP) COVER FLUSH WiTH FINISH GRADE FINISH GRADE (TYP) DEPTH AS 1'-4" a -101" SPECIFIED 1 -3p 0=10k" -{ BACKFILL .:.. ... \- 3" GRAVEL SUMP / I I I FLOW PVC LATERAL LINE 52E AS SPECIFIED IIIII I I I I ON PLAN SCHEDULE 80 PVC "ELL" (SIZE AS REQUIRED) PVC LATERAL A SPPEIFIE ON PLAN SCHEDULE 80 PVC "ELL" TYP. AMETEK 12" VALVE SCHEDULE 40 PVC MAIN LINE AS SPECIFIED ON PLAN BOX R LOCKING COVER SCHEDULE 80 PVC NIPPLE (LENGTH AND 51ZE AS REQUIRED) SCHEDULE 80 PVC "TEE" (SIZE AS REQUIRED) 4 11/2 ZONE CONTROL VALVE DETAIL IR -D N.T.S. RAIN BIRD 1800 SERIES NOZZLE SPRAY PATTERN AS SHOWN ON PLAN RAIN BIRD PA -85 PLASTIC SHRUB ADAPTER 1/2 PVC RISER, PAINTED BLACK RISER SET PLUMB RISER TO BE REINFORCED BY ATTACHMENT TO #5 RE -BAR STAKE, PAINTED BLACK, IF NECESSARY TO INSURE UPRIGHT POSITION) FINISH GRADE 1/2" PVC RISER - PVC 11 Z§-4 PVC LATERAL LINE - 7 5HRUB RISER DETAIL iR -D NTS Wp N� z OOW � u[ o� zW w rfl 0 c? _� v,.nv� � u w nv ►. w.r.- w� wv . . u r v..- ........ ,... � 51DE ELEVATION 5 VALVE BOX DETAIL NTS I -M END ELEVATION MP BUBBLED DETAIL NTS PRESSURE COMPENSATING FULL CIRCLE BUBBLER: RAIN BIRD 1400 PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT 1/2 INCH PVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) 1/2 -INCH FEMALE NPT x 0.490 -INCH BARB ELBOW: SWING PIPE, 12 -INCH LENGTH: RAIN BIRD MODEL 5P -100 1/2 -INCH MALE NPT x A90 -INCH BARB ELBOW: RAIN BIRD MODEL 513E -050 PVC 5CH 40 TEE OR ELL PVC LATERAL PIPE PLASTIC HEAD COVER (PURPLE FOR NON- POTABLE SYSTEMS, BLACK FOR POTABLE SYSTEMS) FINISH GRADE RAIN BIRD 1812 POP -UP SPRAY HEAD SPRAY PATTERN AS SHOWN ON PLAN POLY PIPE - (LENGTH AS REQUIRED) POLY ELL :j�P PVC TEE- SIDE INLET POLY ELL PVC LATERAL LINE --/ 3 RAIN B1RD 1&12 POP -UP 51'DAY HEAD DETAIL IR -D NTS *MIN. CLEARANCE • d • PAVING /; TRENCH SLEEVES 18" MIN. �-- PYC CAP (TYP.) 24" MIN. TO FINISH GRADE PAVING NOTES: 1. ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE 15 MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24- INCHES MIN. ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. 63� SLEEVING DETAIL IR -D / NTS 18" MIN. 24� �- PVC CAP PP.) GENERAL IRRIGATION NOTES 1. The Contractor shall provide a 100% coverage automatic irrigation system AS DESIGNED ON THE IRRIGATION PLANS In all cases comply with the written Irrigation Specifications and the General Irrigation Notes. 2. All questions concerningg s ecfflcations are to be directed to the Landscape Architect (727 821 -5225. 3. Shrub risers shall only be installed in hedges or mass plantings not to extend more than 3" above the installed height of the shrub. In no case shall shrub risers be installed dlrecty a cerrt to curbs, walks or other vehicular access ways. If risers are to be used in hedges abutting parking areas, they must be placed a minimum of 30' away from back of curb and embedded in the hedge so as not to be seen or damaged by vehicular overhang. All shrub risers shall be painted black or dark green. 4. All planted groundcover areas, including mass plantings of dwarf shrubs not exceeding 22 ", shall be irrigated with 12" prr spray heads (unless otherwise noted) and extenders (ff rec�u( 5. All sodded areas shall be Irrigated with 6" pop-up sprays or pop -up rotors where appropriate), unless otherwise noted. 6. Pipe, valves and other irrigation equipment may be shown in buildings, drives and walks for clarity only. Locate all valves and other irrigation equipment in plant bed areas for best concealment and accessibility. 7. Valves are to be installed in valve boxes large enough to accommodate maintenance and operation of valves. Valve pit shall be free from mud or other debris which may cover valve. Provide 112" diameter river gravel sump 3" thick at the bottom of valve pit. 8. All Irrigation materials and installation shall meet federal, state and local codes, regulations and ordinances concerning Irrigation construction. 9. Flexible polyethylene swing joints shall be used for all pop-up spray heads. Rotor heads shall have rigid PVC swing joints. Concrete donuts shall be installed at all head locations adjacent to or in vehicular use areas. 10. All sleeves are to be schedule 40 PVC located a minimum of 14" below flnish grade. 11. Adjust all heads to rovido maximum coverage and minimum overthrow. 12. Contractor shall adjust heads as needed in vehicular areas to insure that parked vehicles do not Interfere with the operation of the irrigation system. Notify the Landscape Architect and obtain written approval prior to adjusting Irrigation head layout so that 1007. coverage Is not compromised. 13. Equipment and heads shall be manufactured by "Rainbird" or "Hunter" or as otherwise stated on the plans. 14. Contractor shall field verify capability f water source to deliver proper pressure per square inch (PSI) and gallons per minute (GPM) as required by the irrigation system. Notify the Landscape Architect prior to contract If there is any discrepancy. 15. Irrigation water source shall be CITY PpOTADLE Coordinate new inigation work with existing irrigation to remain. 16. All permits necessary are to be provided by the Installing contractor unless otherwise speciflcagy stated. 17. Refer to the Landscape Drawings when locating all irrigation equipment. Allow ample room near pipe, valves and other equipment for the planting of trees and hedges. 18. All wires shall be Installed in wire sleeves under walks and drives. 19. If there is a conflict between the Irrigation Plan and Specifications, contact the Landscape Architect immediately. 20. Carefully review the Irrigation Specifications. The Contractor shall be responsible for all Items contained therein. 21. Contractor shall furnish owner with 2 copies of operation manuals and water scheduling times as required to sustain the plant material. Contractor shall Instruct the owner as to the propper operation and maintenance of the entire irrigation system prior to final acceptance. 22. The irrigation system If connected to the public potable water supply will Include a backflow preventer at the service connection. 23. The Irrigation system will include a rain sensor /shut -off device to avoid irrigation during periods of sufficient rainfall. 24. Underground irrigation will not be installed within the driplines of existing trees unless root protection measures are provided. 25. T(meclock to be located in service%lectrical room. ORIGINAL RECEIVED DEC 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER z O (S) `J m _ ° T �LLI T z O U U° < } °' • C0_1�1QO9D. j ` ' 4 DD PLASTIC CABINET AS ON PAN --(T) OMODULAR HYBRID CONTROLLER RAIN 51RD I E5F-LX MODULAR IN51DE WALL MOUNT. 1.5 INCH FVC 5CH 40 CONDUIT AND 02 1.5 FITTING5. `3 WIRE5 TO REMOTE CONTROL VALVE5. 1 INCH PVC 5CH 40 CONDUIT TO POWER 5UPPLY. OBA5E MODEL 15 8 5TATION. OPTIONAL MODULE5 FOR 32 5TATION CONTROLLER A5 5HOWN. (6 WIRE5 TO REMOTE CONTROL VALVE5. PLASTIC HEAD COVER (PURPLE FOR NON- POTABLE SYSTEMS, BLACK FOR POTABLE SYSTEMS) FINISH GRADE RAIN BIRD 1806 PRS POP -UP SPRAY HEAD SPRAY PATTERN AS SHOWN ON PLAN BOTTOM INLET. 2 m C POLY ELL °.� PO o' n SP 100 POLY PIPE C i (LENGTH AS REQUIRED) - S li Nom: POLY ELL 513E 050 ESP -LXM (ESP -LX MODULAR) COMES STANDARD WiTH PVC TEE 8 STATIONS. ADDITIONAL j' MODULES CAN BE PURCHASED IN INCREMENTS OF 8. o O J0 INSIDE CONNECTION WALL OR PEDESTAL MOUNT PVC LATERAL LINE AS SPECIFIED ON PLAN E5P -LX MODULAR IRRIGATION CONTROLLED DETAIL /'002 RAIN B1RD 1806 POP -UP 5PRAY HEAD DETAIL IR -D NTS IR -D NTS LOCKING VALVE BOX COVER PURPLE FOR NON - POTABLE SYSTEMS, GREEN FOR POTABLE SYSTEMS, INSTALL VALVE BOX 50 COVER 16 FLUSH WITH SURROUNDING GRADE PVC ISOLATION BALL VALVE SAME SIZE AS PVC LINE SPECIFIED ON PLAN 1'-6" MIN. DEPTH AS SPECIFIED I I AMETEK 12" VALVE BOX MODEL #AV512 (OR APPROVED EQUAL) RAIN BIRD 11/2" ZONE CONTROL VALVE FOR USE IN TURF AREAS OR SHRUB BEDS 150- FED-FRS-D OR 150- PESB -FRS-D ° °��`�'��� (USE LARGER VALVE BOX IF ASSEMBLY 15 NOT AS SPECIFIED ON PLAN EASILY ACCESSIBLE FOR MAINTENANCE) �D D RAIN BIRD FRS-D 11-7 lop ° D " DDD DDDZ/D�" D... PRESSURE REGULATINGQ��Qb�� PIPE OPENING (TYP) MODULE /4 /DDDDDDDD PLASTIC LOCKING VALVE BOX COVER PURPLE FOR NON - POTABLE SYSTEMS, FINISH GRADE �DDDDDDf� D�DD GREEN FOR POTABLE SYSTEMS, INSTALL VALVE BOX SO COVER 15 FLUSH WITH SURROUNDING GRADE IIIII __ -" BLACK PLASTIC VALVE BOX BODY IIIII PLAN VIEW BACKFILL (fYP) COVER FLUSH WiTH FINISH GRADE FINISH GRADE (TYP) DEPTH AS 1'-4" a -101" SPECIFIED 1 -3p 0=10k" -{ BACKFILL .:.. ... \- 3" GRAVEL SUMP / I I I FLOW PVC LATERAL LINE 52E AS SPECIFIED IIIII I I I I ON PLAN SCHEDULE 80 PVC "ELL" (SIZE AS REQUIRED) PVC LATERAL A SPPEIFIE ON PLAN SCHEDULE 80 PVC "ELL" TYP. AMETEK 12" VALVE SCHEDULE 40 PVC MAIN LINE AS SPECIFIED ON PLAN BOX R LOCKING COVER SCHEDULE 80 PVC NIPPLE (LENGTH AND 51ZE AS REQUIRED) SCHEDULE 80 PVC "TEE" (SIZE AS REQUIRED) 4 11/2 ZONE CONTROL VALVE DETAIL IR -D N.T.S. RAIN BIRD 1800 SERIES NOZZLE SPRAY PATTERN AS SHOWN ON PLAN RAIN BIRD PA -85 PLASTIC SHRUB ADAPTER 1/2 PVC RISER, PAINTED BLACK RISER SET PLUMB RISER TO BE REINFORCED BY ATTACHMENT TO #5 RE -BAR STAKE, PAINTED BLACK, IF NECESSARY TO INSURE UPRIGHT POSITION) FINISH GRADE 1/2" PVC RISER - PVC 11 Z§-4 PVC LATERAL LINE - 7 5HRUB RISER DETAIL iR -D NTS Wp N� z OOW � u[ o� zW w rfl 0 c? _� v,.nv� � u w nv ►. w.r.- w� wv . . u r v..- ........ ,... � 51DE ELEVATION 5 VALVE BOX DETAIL NTS I -M END ELEVATION MP BUBBLED DETAIL NTS PRESSURE COMPENSATING FULL CIRCLE BUBBLER: RAIN BIRD 1400 PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT 1/2 INCH PVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) 1/2 -INCH FEMALE NPT x 0.490 -INCH BARB ELBOW: SWING PIPE, 12 -INCH LENGTH: RAIN BIRD MODEL 5P -100 1/2 -INCH MALE NPT x A90 -INCH BARB ELBOW: RAIN BIRD MODEL 513E -050 PVC 5CH 40 TEE OR ELL PVC LATERAL PIPE PLASTIC HEAD COVER (PURPLE FOR NON- POTABLE SYSTEMS, BLACK FOR POTABLE SYSTEMS) FINISH GRADE RAIN BIRD 1812 POP -UP SPRAY HEAD SPRAY PATTERN AS SHOWN ON PLAN POLY PIPE - (LENGTH AS REQUIRED) POLY ELL :j�P PVC TEE- SIDE INLET POLY ELL PVC LATERAL LINE --/ 3 RAIN B1RD 1&12 POP -UP 51'DAY HEAD DETAIL IR -D NTS *MIN. CLEARANCE • d • PAVING /; TRENCH SLEEVES 18" MIN. �-- PYC CAP (TYP.) 24" MIN. TO FINISH GRADE PAVING NOTES: 1. ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE 15 MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24- INCHES MIN. ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. 63� SLEEVING DETAIL IR -D / NTS 18" MIN. 24� �- PVC CAP PP.) GENERAL IRRIGATION NOTES 1. The Contractor shall provide a 100% coverage automatic irrigation system AS DESIGNED ON THE IRRIGATION PLANS In all cases comply with the written Irrigation Specifications and the General Irrigation Notes. 2. All questions concerningg s ecfflcations are to be directed to the Landscape Architect (727 821 -5225. 3. Shrub risers shall only be installed in hedges or mass plantings not to extend more than 3" above the installed height of the shrub. In no case shall shrub risers be installed dlrecty a cerrt to curbs, walks or other vehicular access ways. If risers are to be used in hedges abutting parking areas, they must be placed a minimum of 30' away from back of curb and embedded in the hedge so as not to be seen or damaged by vehicular overhang. All shrub risers shall be painted black or dark green. 4. All planted groundcover areas, including mass plantings of dwarf shrubs not exceeding 22 ", shall be irrigated with 12" prr spray heads (unless otherwise noted) and extenders (ff rec�u( 5. All sodded areas shall be Irrigated with 6" pop-up sprays or pop -up rotors where appropriate), unless otherwise noted. 6. Pipe, valves and other irrigation equipment may be shown in buildings, drives and walks for clarity only. Locate all valves and other irrigation equipment in plant bed areas for best concealment and accessibility. 7. Valves are to be installed in valve boxes large enough to accommodate maintenance and operation of valves. Valve pit shall be free from mud or other debris which may cover valve. Provide 112" diameter river gravel sump 3" thick at the bottom of valve pit. 8. All Irrigation materials and installation shall meet federal, state and local codes, regulations and ordinances concerning Irrigation construction. 9. Flexible polyethylene swing joints shall be used for all pop-up spray heads. Rotor heads shall have rigid PVC swing joints. Concrete donuts shall be installed at all head locations adjacent to or in vehicular use areas. 10. All sleeves are to be schedule 40 PVC located a minimum of 14" below flnish grade. 11. Adjust all heads to rovido maximum coverage and minimum overthrow. 12. Contractor shall adjust heads as needed in vehicular areas to insure that parked vehicles do not Interfere with the operation of the irrigation system. Notify the Landscape Architect and obtain written approval prior to adjusting Irrigation head layout so that 1007. coverage Is not compromised. 13. Equipment and heads shall be manufactured by "Rainbird" or "Hunter" or as otherwise stated on the plans. 14. Contractor shall field verify capability f water source to deliver proper pressure per square inch (PSI) and gallons per minute (GPM) as required by the irrigation system. Notify the Landscape Architect prior to contract If there is any discrepancy. 15. Irrigation water source shall be CITY PpOTADLE Coordinate new inigation work with existing irrigation to remain. 16. All permits necessary are to be provided by the Installing contractor unless otherwise speciflcagy stated. 17. Refer to the Landscape Drawings when locating all irrigation equipment. Allow ample room near pipe, valves and other equipment for the planting of trees and hedges. 18. All wires shall be Installed in wire sleeves under walks and drives. 19. If there is a conflict between the Irrigation Plan and Specifications, contact the Landscape Architect immediately. 20. Carefully review the Irrigation Specifications. The Contractor shall be responsible for all Items contained therein. 21. Contractor shall furnish owner with 2 copies of operation manuals and water scheduling times as required to sustain the plant material. Contractor shall Instruct the owner as to the propper operation and maintenance of the entire irrigation system prior to final acceptance. 22. The irrigation system If connected to the public potable water supply will Include a backflow preventer at the service connection. 23. The Irrigation system will include a rain sensor /shut -off device to avoid irrigation during periods of sufficient rainfall. 24. Underground irrigation will not be installed within the driplines of existing trees unless root protection measures are provided. 25. T(meclock to be located in service%lectrical room. ORIGINAL RECEIVED DEC 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER z O (S) `J �LLI z O U U° < } J< moo° U�L m o J d 3: 'L LLI w L } >11J •.__. LL =3 < V J v �L 4- LLI , Ir- 1.1.10 Z 0 to U LU U ._ :7r- Phil Graham Studio Valley Crest Design Group 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design Planning Voice: 727 -821 -5225 Fax: 727- 826 -1626 State of Florida Registration LC- C000064 Copyright 2007 by Phil Graham Studio All rights reserved. This document Is the property of Phil Graham Studio. It is to be used onb for the specific project identified or referred to herei=n and is not to be used on other projects or admelons to thle project, In whole or in part, opt by express written agreement with and compensation to Phil Graham Studio Drawn by: Date•. BN Checked by. PG Revision Dates: 179202 I Re-* 1) IT VALVE PVC MANIFOLD DRIPLINE START CONNECTION MALE ADAPTER TORO DL2000 TUBING NOTE: USE COMPRESSION FITTINGS ON ALL DRIPLINE CONNECTIONS. AREA PERIMETER PVC MANIFOLD PERIMETER LATERALS 2" TO 4" FROM EDGE U PLUMBED TO PVC LINE FLUSHING VALVE EMITTER END FEED LAYOUT NT5 1" FINISH GRADE VALVE BOX t ' SEE SPECS. SEE SPECS LINE FLUSHING ; PVC REDUCER PVC LATERAL ADAPTER 0T-'0"' n„O V 0 (SIZE AS REQ D) 0 BRICK SUPPORTS o (THREE) o() #57 CHATTAHOOCHIE SUMP (12" MIN.) NOTE: USE COMPRESSION FITTINGS ON ALL DRIPLINE CONNECTIONS. EMITTER LINE FLUSHING VALVE NT5 IRRITROL CONTROL VALVE PVC MAINLINE --1 ;1 8" MINIMUM CLEAR t 35 PSI REGULATOR (REQUIRED FOR DRIP ZONES ONLY) SCH 80 UNION PER LINE SIZE LATERAL LINE WATER F OW 12" x 18" VALVE BOX �� BRICK SUPPORT (1— EA. CORNER) CONTROL VALVE WITH REGULATOR NTS NE FLUSHING VALVE RIPLINE START ONNECTION IALE ADAPTER VC MANIFOLD VC MANIFOLD USE COMPRESSION FITTINGS ALL DRIPLINE CONNECTIONS. 'ALVE ,REA PERIMETER ) TUBING LATERAL ERIMETER LATERALS " TO 4" FROM EDGE EMITTER CENTER FEED LAYOUT NT5 NOTE, USE C❑MPRESSI ❑N FITTINGS ON ALL DRIPLINE C❑NNECTI ❑NS, I`1 4" DEPTH MAXIMUM O FINISHED GRADE O3 TORO DL2000 DRIPLINE (TYP.) O4 PVC SUPPLY MANIFOLD O PVC TEE TO TORO DL2000 COMPRESSION ADAPTERS (CA710) (TYP.) ,OM VALVE TH (TYP.) EMITTER CENTER FEED 5UPPLY MANIFOLD NT5 PLUMBED TO PVC AREA PERIMETER LINE FLUSHING VALVE PVC MANIFOLD TORO DL2000 TUBING LATERAL 1 WITH EMITTERS 12" O.C. NOTE: USE COMPRESSION FITTINGS ON ALL DRIPLINE CONNECTIONS. I I � 18" PVC MANIFOLD DRIPLINE START CONNECTION MALE ADAPTER EMITTER LAYOUT - IRREGULAR AREA /CURVES NT5 NOTE: USE COMPRESSION FITTINGS ON ALL DRIPLINE CONNECTIONS. O 4" DEPTH MAXIMUM O2 FINISHED GRADE O TORO DL2000 DRIPLINE (TYP.) O4 PVC SUPPLY MANIFOLD/ EQUILIZATION PIPE DVC TEE TO TORO DL2000 "OMPRESSION ADAPTERS ;CA710) (TYP.) -LOW FROM VALVE 2" DEPTH (TYP.) EMITTER 5UPPLY MANIFOLD /EQUILIZATION PIPE NT5 a ORIGINAL. RECEIVED DEC 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER z 0 V � ._._. LLI 0, z O < C' U W 8-1 } J< =OO� U�L m O J U- < w LI J 5: LL LLI I—U zz < V. —U LU O U Z O O d• U J U Graham Valley Crest Design Group 436 Second Street North St. Petersburg, Florida 33701 -3012 VCDesignGroup.com Landscape Architecture Urban Design _ Planning Voice: 727 -821 -5225 Fax: 727- 826 -1626 State of Florida Registration LC- C000064 Co"ht 2007 by Phil Graham Studio All rights reserved. This document is the pro perty of Phil Graham Studio. It Is to be used only for the specific project identified or referred to hcre(n and Is not to be used on other rojects or extonsbns to this projeck In whole or in part, pt by acness written agreement with and compensation to Phil Graham Studio Drawn by. Date. BN Fchwked by: PG Revision Dates: 179202 I Re-* 1)2 SURVEYOR'S REPORT MAP OF SURVEY: BOUNDARY SURVEY THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. (SEE SHEET INDEX IN TITLE BLOCK) LEGAL DESCRIPTION: (SEE DATA SOURCES 2) A TRACT OF LAND CONSISTING OF LOTS 33, 34 AND 35 AND PART OF LOT 36 OF LLOYD- WHITE- SKINNER SUBDIVISION, ACCORDING TO MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 13, PAGES 12 AND 13 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND LANDS AND SUBMERGED LANDS LYING BETWEEN AND SOUTHERLY, SOUTHWESTERLY OR WESTERLY OF THE MEAN HIGH WATER MARK AND THE BULKHEAD LINE DESCRIBED IN AND SET FORTH IN TRUSTEES OF THE INTERNAL IMPROVEMENT FUND OF THE STATE OF FLORIDA DISCLAIMER NO. 22310, AS RECORDED IN OFFICIAL RECORDS BOOK 765, PAGE 542, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID TRACT BEING DESCRIBED AS FOLLOWS: FROM THE NORTHERN MOST CORNER OF SAID LOT 33, RUN SOUTH 770 41' 16" WEST, ALONG THE NORTHWESTERLY BOUNDARY OF SAID LOT 33 AND THE SOUTHWESTERLY EXTENSION THEREOF, A DISTANCE OF 400.0 FEET TO A POINT ON THE BULKHEAD LINE DESCRIBED ABOVE; RUN THENCE SOUTHEASTERLY ALONG SAID BULKHEAD LINE ALONG A CURVE TO THE LEFT (RADIUS - 1247.0 FEET) AN ARC DISTANCE OF 296.79 FEET, (CHORD BEARING - SOUTH190 07' 51" EAST); RUN THENCE NORTH 68° 55' 27" EAST A DISTANCE OF 402.14 FEET TO A POINT ON THE NORTHEASTERLY BOUNDARY OF SAID LOT 36; RUN THENCE NORTHWESTERLY ALONG THE NORTHEASTERLY BOUNDARIES OF SAID LOTS 36, 35, 34 AND 33, WHICH LINE IS A CURVE TO THE RIGHT (RADIUS - 847.0 FEET) AN ARC DISTANCE OF 235.76 FEET (CHORD - 235.0 FEET, CHORD BEARING - NORTH 200 17' 10" WEST) TO THE POINT OF BEGINNING. BEING THE SAME PROPERTY AS: A TRACT OF LAND CONSISTING OF LOTS 33, 34 AND 35 AND PART OF LOT 36 OF LLOYD- WHITE- SKINNER SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 13, PAGES 12 AND 13 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND LANDS AND SUBMERGED LANDS LYING BETWEEN AND SOUTHERLY, SOUTHWESTERLY OR WESTERLY OF THE MEAN HIGH WATER MARK AND THE BULKHEAD LINE DESCRIBED IN AND SET FORTH IN TRUSTEES OF THE INTERNAL IMPROVEMENT FUND OF THE STATE OF FLORIDA DISCLAIMER NO. 22310, AS RECORDED IN OFFICIAL RECORDS BOOK 765, PAGE 542, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID TRACT BEING DESCRIBED AS FOLLOWS: BEGIN AT AN IRON PIN AT THE NORTHEAST CORNER OF SAID LOT 33 AND THE WEST RIGHT -OF -WAY MARGIN OF GULF VIEW BOULEVARD, SAID POINT BEING THE TRUE POINT OF BEGINNING; SAID POINT BEING THE PC OF A CURVE TO THE LEFT HAVING A RADIUS OF 847.00 FEET AND AN ARC DISTANCE OF 235.76 FEET; THENCE RUN ALONG SAID CURVE TO THE LEFT AND ALONG THE WEST RIGHT -OF -WAY MARGIN OF GULF VIEW BOULEVARD A CHORD BEARING OF SOUTH 200 17 10 EAST AND A CHORD DISTANCE OF 235.00 FEET TO AN IRON PIN; THENCE RUN SOUTH 68° 55' 27" WEST FOR A DISTANCE OF 402.14 FEET TO AN IRON PIN, SAID POINT BEING THE PC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1247.00 FEET AND AN ARC DISTANCE OF 296.79 FEET; THENCE RUN ALONG SAID CURVE TO THE RIGHT A CHORD BEARING OF NORTH I9° 07' 51" WEST AND A CHORD DISTANCE OF 296.09 FEET TO AN IRON PIN; THENCE RUN NORTH 770 41' 16" EAST FOR A DISTANCE OF 400.00 FEET TO A POINT AND BACK TO THE TRUE POINT OF BEGINNING. ACCURACY: I. THE HORIZONTAL POSITIONS FOR THIS SURVEY WERE DERIVED FROM A CONVENTIONAL GROUND TRAVERSE. THE ACCURACY STANDARD USED FOR THE HORIZONTAL POSITIONS, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC), IS COMMERCIAL /HIGH RISK ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET, THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS I FOOT IN 72,795 FEET. 2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. 3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION SHOWN UPON THE SURVEY MAP IS BASED ON THREE SEPARATE LEVEL LOOPS USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURES ACHIEVED ARE (a) 0.002 FEET ERROR IN A 0.743 MILE LOOP LENGTH WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MIS - CLOSURE OF 0.043 FEET; (b) 0.000 FEET ERROR IN A 0.639 MILE LOOP LENGTH WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MIS - CLOSURE OF 0.040 FEET; AND (c) 0.004 FEET ERROR IN A 0.313 MILE LOOP LENGTH WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MIS - CLOSURE -OF 0.028 FEET. DATA SOURCES: 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF LOT 33 LLOYD- WHITE- SKINNER SUBDIVISION AS RECORDED IN PLAT BOOK 13, PAGES 12 AND 13 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, BEING ASSUMED AS S77 038'24 "W, AS SHOWN ON THE MAP OF SURVEY. (SEE DATA SOURCES 4) 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE INSURANCE COMMITMENT ISSUED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER 20061755A, EFFECTIVE DATE MAY 26, 2006 AT 5:00 PM. THE LEGAL DESCRIPTION SHOWN HEREON IS AS IT APPEARS IN SAID COMMITMENT. 3. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING: (a) OFFICIAL RECORDS BOOK 4074, PAGE 1438; (b) OFFICIAL RECORDS BOOK 4191, PAGE 1249; (c) OFFICIAL RECORDS BOOK 5141, PAGE 395;AND (d) OFFICIAL RECORDS BOOK 0765, PAGE 542; ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE PLAT OF LLOYD- WHITE- SKINNER SUBDIVISION, AS RECORDED IN PLAT BOOK 13, PAGES 12 -13, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE MAP OF RECORD ", AS RECORDED IN DECEMBER, 2001 IN BULK HEAD BOOK 2, PAGE 79, AND ON JANUARY 2, 2002 IN OFFICIAL RECORDS BOOK 11760, PAGE 2687, BOTH OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 6. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THAT CERTAIN BOUNDARY PREPARED BY FLORIDA DESIGN CONSULTANTS, INC., TITLED ADAMS MARK HOTEL CLEARWATER BEACH, JOB NUMBER 0699 -0271, DATED 04/21/2005. 7. THE ZONING INFORMATION WAS OBTAINED FROM THE CLEARWATER DEVELOPMENT CODE AS OBTAINED FROM THE CITY OF CLEARWATERS WEBSITE ON 06/14/2006. ( http : / /www.clearwater- fl.com /gov /codes /comm_dev_ code /index.asp0) 8. ELEVATIONS FOR THIS SURVEY ARE BASED UPON THE NATIONAL GEODETIC SURVEY, NORTH AMERICAN VERTICAL DATUM, 1988 ADJUSTMENT (NAVD 1988). CONTROL BENCHMARKS UTILIZED ARE: (a) DESIGNATED "D 3" BY THE NATIONAL GEODETIC SURVEY, PID- AGO473, A FOUND CONCRETE MONUMENT, 6 "x6" WITH A BRASS DISK STAMPED "DE 3 ", ELEVATION = 4.49 FEET, ADJUSTED; AND (b) DESIGNATED ' LP 15 BY THE NATIONAL GEODETIC SURVEY, PID- AGO670, A FOUND A BRASS DISK IN CONCRETE SIDEWALK STAMPED "LP 15 ", ELEVATION = 4.19 FEET, ADJUSTED; BOTH AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY WEB SITE AT HTTP: / /WWW.NGS.NOAA.GOV. LIMITATIONS: E N I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR /CERTIFIED TO, WILL BE THE ® RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. ° 2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR o MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ° 3, FIELD WORK STARTED ON 6/07/2006 AND WAS COMPLETED ON 6/9/2006 AND IS CONTAINED IN FIELD BOOK 1334, PAGES II -24. 3 'O I> 4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. QI 5. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED POINTS AND CERTAIN PUBLISHED DATA (SEE DATA SOURCES). LIMITATIONS: (CONTINUED) 6. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. 7. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 8. IRRIGATION EQUIPMENT AND /OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN ON MAP OF SURVEY. 9. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 10. INTENTIONALLY LEFT BLANK. 11. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE SYMBOLS (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER. 12. THE LIMITS FOR THIS PROJECT WERE DETERMINED BY THE CLIENT. 13. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE AND VE, BASE FLOOD ELEVATIONS: AE =12', VE= 13',14' AND 16',PER FLOOD INSURANCE RATE MAP, MAP NUMBER 12103CO102G, EFFECTIVE DATE SEPTEMBER 3, 2003. 14. THE FLOOD INSURANCE RATE MAP ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE MADE BY THE PREPARER OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (a) "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING "; (b) "FLOOD ELEVATIONS ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE FLOOD ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED TO THE SAME DATUM. "; AND (c) "GROUND, STRUCTURE AND FLOOD ELEVATIONS MAY BE COMPARED AND /OR REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION FACTOR. TO GET THE CONVERSION FROM NGVD 29 TO NAVD 88, ADD 0.88 FOOT TO THE NAVD 88 ELEVATION. THE 0.88 FOOT VALUE IS AN AVERAGE FOR THE ENTIRE COUNTY." 15. ZONING IS "T" TOURIST DISTRICT LEVEL 2 AND "OS /R" OPEN SPACE RECREATION. PERMITTED USE: OVERNIGHT ACCOMMODATIONS, FRONT SETBACK I FOOT TO 15 FEET, REAR SETBACK 0 FEET TO TWENTY FEET, SIDE SETBACK 0 FEET TO 10 FEET. MAXIMUM BUILDING HEIGHT 35 FEET TO 100 FEET BASED ON ELEVATION ABOVE FEDERAL EMERGENCY MANAGEMENT ADMINISTRATION BASE ELEVATION OF 16.00 FEET NAVD1988. (SEE DATA SOURCES 7) 16. THE PLATTED LOT LINES SHOWN ADJACENT TO THE SUBJECT AREA (SEE APPARENT PHYSICAL USE), WERE CALCULATED UTILIZING FIELD LOCATED POINTS TOGETHER WITH RECORD DOCUMENTS (AS REFERENCED ON THE MAP OF SURVEY). THE EXACT PARCEL BOUNDARY LINES ARE SUBJECT TO AN ACCURATE FIELD LAND BOUNDARY SURVEY. 17, NO OWNERS AND RECORDING INFORMATION FOR ADJACENT PROPERTIES WERE SUPPLIED TO THE SURVEYOR. ADJOINING OWNER INFORMATION WAS OBTAINED FROM THE PINELLAS COUNTY PROPERTY APPRAISERS WEBSITE (http: / /pao.co.pinellos.fl.us /) ON 06/13/2006, 18. THE MEAN HIGH WATER LINE ELEVATION OF 0.65 FEET (NAVD 88) USED FOR THIS SURVEY WAS OBTAINED FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION LAND BOUNDARY INFORMATION SYSTEM WEB SITE (www.labins.org) ON 02/07/2006. ELEVATION 0.65 FEET NORTH AMERICAN VERTICAL DATUM 1988 ADJUSTMENT (NAVD 88) WAS ESTABLISHED IN THE FIELD AND HORIZONTALLY LOCATED BY FLORIDA DESIGN CONSULTANTS, INC. ON 02/10/2006. (SEE DATA SOURCES 8) BOUNDARY INCONSISTENCIES: 1. ANY ANGULAR AND /OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON THE MAP OF SURVEY. APPARENT PHYSICAL USE: THE SUBJECT PROPERTY IS UNDER CONSTRUCTION. EASEMENTS /RIGHTS -OF -WAY: I. NO ADDITIONAL INFORMATION REGARDING EASEMENTS OR RIGHTS -OF -WAYS HAS BEEN SUPPLIED TO THIS SURVEYOR EXCEPT THOSE SUPPLIED WITH THE TITLE COMMITMENT, SEE DATA SOURCES 2. 2. THERE MAY BE ADDITIONAL EASEMENTS OR RESTRICTIONS AFFECTING THIS PROPERTY THAT CAN BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3. NO RIGHT -OF -WAY INFORMATION OTHER THAN THAT SUPPLIED IN THE TITLE COMMITMENT HAS BEEN SUPPLIED TO THIS SURVEYOR, THEREFORE THE LEGAL STATUS OF THE IMPROVED EASEMENTS AS SHOWN ON THE MAP(S) OF SURVEY IS NOT CLEAR, WHETHER THEY ARE PUBLIC OR PRIVATE ROADS, OR WHO HAS RIGHTS TO USE THEM, THERE ARE STREET SIGNS NAMING A FEW OF SAID ROADS WHICH MAY INDICATE PUBLIC RIGHT -OF -WAY, THE LEGAL STATUS OF SAID EASEMENTS OR RIGHT -OF -WAYS SHOULD BE VERIFIED BY TITLE SEARCH. 4, THE RIGHT -OF -WAY FOR GULF VIEW BOULEVARD ADJACENT TO THE SUBJECT PROPERTY IS BY THE PLAT OF "LLOYD WHITE- SKINNER SUBDIVISION" (SEE DATA SOURCES 4), AS SHOWN ON THE MAP OF SURVEY. THE FOLLOWING ARE PER SCHEDULE B -11 OF THE TITLE COMMITMENT REFERENCED IN DATA SOURCES 2: 9. EASEMENT(S) GRANTED TO THE CITY OF CLEARWATER,RECORDED IN OFFICIAL RECORDS BOOK 4074, PAGE 1438, OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.(AS SHOWN ON -MAP OF SURVEY) 10. EASEMENT(S) GRANTED TO FLORIDA POWER CORPORATION, RECORDED IN OFFICIAL RECORDS BOOK 4191, PAGE 1249, OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA . (NON- PLOTABLE BLANKET TYPE EASEMENT) 11, EASEMENT(S) GRANTED TO THE CITY OF CLEARWATER, RECORDED IN OFFICIAL RECORDS BOOK 5141, PAGE 395, OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. (AS SHOWN ON MAP OF SURVEY) 12. THE RIGHTS, IF ANY, OF COASTAL PETROLEUM COMPANY, ITS SUCCESSORS AND ASSIGNS, TO ALL OIL, GAS AND SULPHUR AND OTHER MINERALS IN ON OR UNDER THE SUBJECT PROPERTY, PROVIDED THAT THE REMOVAL OF SAME SHALL BEEN DONE BY MEANS WITHOUT ENTERING UPON OR USING THE SURFACE OF THE SUBJECT PROPERTY, AND BY SUCH MEANS AS NOT TO DAMAGE THE SURFACE OF THE SUBJECT PROPERTY, AS NOW OR HEREAFTER EXISTING AND DEVELOPED, AND AS NOT TO INTERFERE WITH OR DISTURB THE USE OF PEACEFUL POSSESSION AND OPERATION OF THE SUBJECT PROPERTY AS CURRENTLY USED, AS CONTAINED IN THAT CERTAIN QUIT CLAIM DEED EXECUTED BY COASTAL PETROLEUM COMPANY AND IN FAVOR OF BASS CONSTRUCTION COMPANY DATED JULY 11, 1972 AND RECORDED ON SEPTEMBER 6,1972, IN OFFICIAL RECORDS BOOK 3871, PAGE 569 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WHICH IS REFERENCED IN THAT CERTAIN WARRANTY DEED EXECUTED BY CLEARWATER BEACH HOTEL, INC, AND MORTGAGE INVESTORS OF WASHINGTON, AS GRANTORS, TO AND IN FAVOR OF HBE- FLORIDA CORPORATION, AS GRANTEE, DATED AUGUST 31, 1997 IN OFFICIAL RECORDS BOOK 4591, PAGE 1704. [A NON - PLOTABLE BLANKET TYPE EASEMENT THAT AFFECTS THE ENTIRE SUBJECT PROPERTY] SUBJECT, SHEET DESCRIPTION, MIRASOL ALTA/ACSM (FKA INDIGO BEACH) LAND TITLE AND BOUNDARY SURVEY Section 7, Township 29 South, Range 15 East, City of Clearwater, County of Pinellas, State of Florida ABBREVIATIONS LEGEND AC = Acres a = Formerly Known As A/C = Air Conditioner _ C DRAWN tj = Asphalt Driveway FND FLORIDA DESIGN CONSULTANTS, INC. SMB = Advance Drainage Systems FN &D N ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS CHECKED 0 = Finished Floor Elevation 3030 Starkey Blvd, New Port Riche FL, 34655 SMB o Tel, (727) 849 -7568 - Fax, (727 848 -3648 QUALITY CONTROL p° FOP = Found Open End Iron Pipe BFPD Certificate of Authorization: LB 6707 FPB State of Florida SMB LIMITATIONS: (CONTINUED) 6. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. 7. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 8. IRRIGATION EQUIPMENT AND /OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN ON MAP OF SURVEY. 9. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 10. INTENTIONALLY LEFT BLANK. 11. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE SYMBOLS (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER. 12. THE LIMITS FOR THIS PROJECT WERE DETERMINED BY THE CLIENT. 13. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE AND VE, BASE FLOOD ELEVATIONS: AE =12', VE= 13',14' AND 16',PER FLOOD INSURANCE RATE MAP, MAP NUMBER 12103CO102G, EFFECTIVE DATE SEPTEMBER 3, 2003. 14. THE FLOOD INSURANCE RATE MAP ZONE LINES SHOWN ARE APPROXIMATE. AN ACCURATE ZONE LINE DETERMINATION SHOULD BE MADE BY THE PREPARER OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE LINES AS SHOWN. THE ABOVE REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (a) "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING "; (b) "FLOOD ELEVATIONS ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE FLOOD ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED TO THE SAME DATUM. "; AND (c) "GROUND, STRUCTURE AND FLOOD ELEVATIONS MAY BE COMPARED AND /OR REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION FACTOR. TO GET THE CONVERSION FROM NGVD 29 TO NAVD 88, ADD 0.88 FOOT TO THE NAVD 88 ELEVATION. THE 0.88 FOOT VALUE IS AN AVERAGE FOR THE ENTIRE COUNTY." 15. ZONING IS "T" TOURIST DISTRICT LEVEL 2 AND "OS /R" OPEN SPACE RECREATION. PERMITTED USE: OVERNIGHT ACCOMMODATIONS, FRONT SETBACK I FOOT TO 15 FEET, REAR SETBACK 0 FEET TO TWENTY FEET, SIDE SETBACK 0 FEET TO 10 FEET. MAXIMUM BUILDING HEIGHT 35 FEET TO 100 FEET BASED ON ELEVATION ABOVE FEDERAL EMERGENCY MANAGEMENT ADMINISTRATION BASE ELEVATION OF 16.00 FEET NAVD1988. (SEE DATA SOURCES 7) 16. THE PLATTED LOT LINES SHOWN ADJACENT TO THE SUBJECT AREA (SEE APPARENT PHYSICAL USE), WERE CALCULATED UTILIZING FIELD LOCATED POINTS TOGETHER WITH RECORD DOCUMENTS (AS REFERENCED ON THE MAP OF SURVEY). THE EXACT PARCEL BOUNDARY LINES ARE SUBJECT TO AN ACCURATE FIELD LAND BOUNDARY SURVEY. 17, NO OWNERS AND RECORDING INFORMATION FOR ADJACENT PROPERTIES WERE SUPPLIED TO THE SURVEYOR. ADJOINING OWNER INFORMATION WAS OBTAINED FROM THE PINELLAS COUNTY PROPERTY APPRAISERS WEBSITE (http: / /pao.co.pinellos.fl.us /) ON 06/13/2006, 18. THE MEAN HIGH WATER LINE ELEVATION OF 0.65 FEET (NAVD 88) USED FOR THIS SURVEY WAS OBTAINED FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION LAND BOUNDARY INFORMATION SYSTEM WEB SITE (www.labins.org) ON 02/07/2006. ELEVATION 0.65 FEET NORTH AMERICAN VERTICAL DATUM 1988 ADJUSTMENT (NAVD 88) WAS ESTABLISHED IN THE FIELD AND HORIZONTALLY LOCATED BY FLORIDA DESIGN CONSULTANTS, INC. ON 02/10/2006. (SEE DATA SOURCES 8) BOUNDARY INCONSISTENCIES: 1. ANY ANGULAR AND /OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON THE MAP OF SURVEY. APPARENT PHYSICAL USE: THE SUBJECT PROPERTY IS UNDER CONSTRUCTION. EASEMENTS /RIGHTS -OF -WAY: I. NO ADDITIONAL INFORMATION REGARDING EASEMENTS OR RIGHTS -OF -WAYS HAS BEEN SUPPLIED TO THIS SURVEYOR EXCEPT THOSE SUPPLIED WITH THE TITLE COMMITMENT, SEE DATA SOURCES 2. 2. THERE MAY BE ADDITIONAL EASEMENTS OR RESTRICTIONS AFFECTING THIS PROPERTY THAT CAN BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3. NO RIGHT -OF -WAY INFORMATION OTHER THAN THAT SUPPLIED IN THE TITLE COMMITMENT HAS BEEN SUPPLIED TO THIS SURVEYOR, THEREFORE THE LEGAL STATUS OF THE IMPROVED EASEMENTS AS SHOWN ON THE MAP(S) OF SURVEY IS NOT CLEAR, WHETHER THEY ARE PUBLIC OR PRIVATE ROADS, OR WHO HAS RIGHTS TO USE THEM, THERE ARE STREET SIGNS NAMING A FEW OF SAID ROADS WHICH MAY INDICATE PUBLIC RIGHT -OF -WAY, THE LEGAL STATUS OF SAID EASEMENTS OR RIGHT -OF -WAYS SHOULD BE VERIFIED BY TITLE SEARCH. 4, THE RIGHT -OF -WAY FOR GULF VIEW BOULEVARD ADJACENT TO THE SUBJECT PROPERTY IS BY THE PLAT OF "LLOYD WHITE- SKINNER SUBDIVISION" (SEE DATA SOURCES 4), AS SHOWN ON THE MAP OF SURVEY. THE FOLLOWING ARE PER SCHEDULE B -11 OF THE TITLE COMMITMENT REFERENCED IN DATA SOURCES 2: 9. EASEMENT(S) GRANTED TO THE CITY OF CLEARWATER,RECORDED IN OFFICIAL RECORDS BOOK 4074, PAGE 1438, OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA.(AS SHOWN ON -MAP OF SURVEY) 10. EASEMENT(S) GRANTED TO FLORIDA POWER CORPORATION, RECORDED IN OFFICIAL RECORDS BOOK 4191, PAGE 1249, OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA . (NON- PLOTABLE BLANKET TYPE EASEMENT) 11, EASEMENT(S) GRANTED TO THE CITY OF CLEARWATER, RECORDED IN OFFICIAL RECORDS BOOK 5141, PAGE 395, OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. (AS SHOWN ON MAP OF SURVEY) 12. THE RIGHTS, IF ANY, OF COASTAL PETROLEUM COMPANY, ITS SUCCESSORS AND ASSIGNS, TO ALL OIL, GAS AND SULPHUR AND OTHER MINERALS IN ON OR UNDER THE SUBJECT PROPERTY, PROVIDED THAT THE REMOVAL OF SAME SHALL BEEN DONE BY MEANS WITHOUT ENTERING UPON OR USING THE SURFACE OF THE SUBJECT PROPERTY, AND BY SUCH MEANS AS NOT TO DAMAGE THE SURFACE OF THE SUBJECT PROPERTY, AS NOW OR HEREAFTER EXISTING AND DEVELOPED, AND AS NOT TO INTERFERE WITH OR DISTURB THE USE OF PEACEFUL POSSESSION AND OPERATION OF THE SUBJECT PROPERTY AS CURRENTLY USED, AS CONTAINED IN THAT CERTAIN QUIT CLAIM DEED EXECUTED BY COASTAL PETROLEUM COMPANY AND IN FAVOR OF BASS CONSTRUCTION COMPANY DATED JULY 11, 1972 AND RECORDED ON SEPTEMBER 6,1972, IN OFFICIAL RECORDS BOOK 3871, PAGE 569 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WHICH IS REFERENCED IN THAT CERTAIN WARRANTY DEED EXECUTED BY CLEARWATER BEACH HOTEL, INC, AND MORTGAGE INVESTORS OF WASHINGTON, AS GRANTORS, TO AND IN FAVOR OF HBE- FLORIDA CORPORATION, AS GRANTEE, DATED AUGUST 31, 1997 IN OFFICIAL RECORDS BOOK 4591, PAGE 1704. [A NON - PLOTABLE BLANKET TYPE EASEMENT THAT AFFECTS THE ENTIRE SUBJECT PROPERTY] SUBJECT, SHEET DESCRIPTION, MIRASOL ALTA/ACSM (FKA INDIGO BEACH) LAND TITLE AND BOUNDARY SURVEY Section 7, Township 29 South, Range 15 East, City of Clearwater, County of Pinellas, State of Florida ABBREVIATIONS LEGEND AC = Acres FKA = Formerly Known As A/C = Air Conditioner FN = Found Nail ADW = Asphalt Driveway FND = Found ADS = Advance Drainage Systems FN &D = Found Nail and Disk ASPH = Asphalt FIFE = Finished Floor Elevation B/C = Back of Curb FN &TT = Found Nail and Tin Tab BCCM = Board of County Commissioners Minutes Book FOP = Found Open End Iron Pipe BFPD = Back Flow Prevention Device FPB = Florida Power Corporation Box BLDG = Building FPC = Florida Power Corporation BNDY = Boundary FPP = Found Pinched Iron Pipe BWF = Barb Wire Fence FRRS = Found Railroad Spike (C) = Calculated Data FT = Feet C/C = Covered Concrete F/T = Fence Tie CCCL = Coastal Construction Control Line FXC = Found X -cut CCR = Certified Corner Record G/A = Guy Wire Anchor CDW = Concrete Driveway GE = Grate Elevation Cl = Curb Inlet GI = Grate Inlet q = Center Line GV = Gas Valve CLF = Chain Link Fence IE = Invert Elevation CM = Concrete Monument INV = Invert CMP = Corrugated Metal Pipe LB = Corporate Certification Number CO = Clean out LP = Light Pole CONC = Concrete LS = Licensed Surveyor COR = Corner L/T = Landscape Timber Tie CPB = Condo Plat Book MES = Mitered End Section C/S = Concrete Slab MH = Manhole C/T = Curb Tie MHW = Mean High Water DB = Deed Book MOL = More or Less D/S = Down Spout N = North DNR = Department of Natural Resources N/C = No Cap DEPT = Department N/F = Not Found DIA = Diameter NAD = North American Datum DIP = Ductile Iron Pipe NAVD = North American Vertical Datum DMH = Drainage Manhole NGS = National Geodetic Survey E = East NGVD = National Geodetic Vertical Datum EB = Electric Box NP = Normal Pool Elevation EL = Elevation (NR) = Non Radial EOW = Edge of Water O/A = Overall E/P = Edge of Pavement OHW = Overhead Wire ERCP = Elliptical Reinforced Concrete Pipe OR = Official Record Book ESMT = Easement (PA) = Property Appraisers Map Data (F) = Field Data PB = Plat Book FCM = Found Concrete Monument PC = Point of Curvature FOOT = Florida Department of Transportation PCED = Pinellas County Engineering Department FH = Fire Hydrant PCP = Permanent Control Point FIR = Found Iron Rod and Cap PG(S) = Pages PI = Point of Intersection DOCUMENT LEGEND (L) = LEGAL DESCRIPTION DATA (P) = PLAT BOOK 13, PAGES 12 -13 DATA (C) = CALCULATED DATA ALTA /ACSM CERTIFICATION: TO HSBC REALTY CREDIT CORPORATION (USA) HSBC REALTY CREDIT CORPORATION (USA), A DELAWARE CORPORATION; LINDELL - INDIGO BEACH, LLC., ITS SUCCESSORS AND /OR ASSIGNS, CHICAGO TITLE INSURANCE CO.;TOTAL FLORIDA TITLE, INC. HOLLAND & KNIGHT, LLP :GREENBERG TRAURIG, P.A ;INDIGO BEACH, L.L.C. IB HOLDINGS, L.L.C.;TW INDIGO, L.L.C.;LINDELL- INDIGO BEACH, LLC.: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE. PREPARED FOR: INDIGO BEACH, L.L.C. CERTIFIED TO: HSBC REALTY CREDIT CORPORATION (USA, A DELAWARE CORPORATION CHICAGO TITLE INSURANCE CO. TOTAL FLORIDA TITLE, INC. HOLLAND & KNIGHT, LLP GREENBERG TRAURIG, P.A INDIGO BEACH, L.L.C. IB HOLDINGS, L.L.C. TW INDIGO, L.L.C. LINDELL- INDIGO BEACH, LLC. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: DAVID WILLIAM McDANIEL PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 5840 STATE OF FLORIDA 2 10/30%07 MODIFY DATA SOURCES 8, CERTIFICATION & SUBJECT NAME (NO FIELD WORK REFORMED) 1 11/09/06 ADD MEAN HIGH WATER DATA AND LABELED TIE TO CCCL NO. DATE REVISIONS PID = Permanent Identification Number IE = Property Line PLS = Professional Land Surveyor POB = Point of Beginning POC = Point of Commencement POL = Point on Line PRM = Permanent Reference Monument PSM = Professional Surveyor and Mapper PT = Point of Tangency \ Point PVC = Polyvinyl Chloride Pipe (R) = Recorded Data RCP = Reinforced Concrete Pipe RLS = Registered Land Surveyor RNG = Range R/W = Right of Way S = South SCM = Set Concrete Monument, 4"x4 ", PRM LB 6707 SEC = Section SHW = Seasonal High Water Elevation SIR = Set 5/8 "Iron Rod and Cap, FDC LB 6707 SIR(W) = Set 5/8 "Iron Rod and Cap, FDC LB 6707 WITNESS PT SMH = Sanitary Manhole SN &D = Set Nail and Disk, FDC LB 6707 SN &D(W) = Set Nail and Disk, FDC LB 6707 WITNESS PT SQ = Square SR = State Road STY = Story S/W = Sidewalk TBM = Temporary Benchmark TOB = Top of Bank TRAY = Traverse (TYP) = Typical TWP = Township U/P = Utility Pole VCP = Vitrified Clay Pipe W = West W/ = With W/F = Wood Fence WM = Water Meter WUP = Wood Utility Pole W/T = Wall Tie WV = Water Valve xx' = Degrees xx' = Minutes (Bearings) xx" = Seconds (Bearing) xx' = Feet (Distances) LINETYPE LEGEND == Boundary Line Center Line Easement Line — • — — = Edge of Water = Jurisdictional Line Right -Of -Way Line - - - - - - = Section Line ^ = Top Bank or Top of Berm ..............................• ......••• = Toe of Slope or Grade Break d R' ht- f -W L' LO Boun ary / Ig 0 ay Ine U ORIGINAL, v; RECEIVEf3 0 6 DEC 13 2007 0 U MANNING DEPARTMENT a, CITY OF CLEARWATER THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER o 0 SHEET INDEX, JOB NUMBER, EPN, SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT v 699 -271 199 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED p UREYO AND MAP 1 - SURVEYOR'S REPORT AND LEGENDS PROJECT DATA BASE, SEAL OF A FLORIDA LICENSED, �• V R PER. � 199- NAVD88� `' °`' 2 - MAP OF SURVEY �- �(}y� y FIELD BOOK NUMBER 8 PAGES, � .... SEE SURVEYOR'S REPORT s�'�''• °� I „ +'•.�� r�:} SHEET 4 LAST DATE OF ORIGINAL FIELD WORK, •• d "�- ,� DWMD ADDITIONS OR DELETIONS TO SURVEY MAPS 6 -09 -2006 [\1I JVI� LIAh�I M'cDA'Nft� DWMD Y OR REPORTS BY OTHER THAN THE SIGNING SCALE, BY QUALITY CONTROL PARTY OR PARTIES IS PROHIBITED. NONE PROFESSIONd� a SURVEYOR AND - !? � ICENUE NUMBEfj LS 58A0'- 2 0 • tiSTAT OF= �ORIDAa of O �,� , �. .✓,fix Y 9 J� ` C 0 SYMBOLS LEGEND E .N + = A Aerial Target ® ® = M Metal Post a a ® = M Monitoring Well = B Bench Mark ® Q = Parking Meter = P cPS = C Cable TV Paint Stripe Q RWPS = R Reclaimed Water Paint Stripe cB = C Cable TV Box ® ® = R Reclaimed Water Box - - QC = C Communications Manhole o = R Reclaimed Water Valve o >¢c = C Concrete Light Pole = = S Sanitary Sewer Manhole 3 3 O = C Concrete Post � = C Concrete Utility Pole O O = S Sanitary Cleanout QD = D Drainage Manhole � sANPS= S Sanitary Sewer Paint Stripe EB = E Electric Box = � � Section Corner a � IZE = E Electric Manhole y yA = S Siamese Connection 2 2 FPcPs = F FPC Paint Stripe - -� = S Sign ` `0 ,9, = F FPC Pedestal c ce = S Sprinkler Control Box 0 0 V = F Fire Hydrant o o = S Sprinkler Head Q = F Flag Pole s sTMPS = S Storm Water Paint Stripe �= G Gas Line Marker s s® = T Traffic Signal Box o o �Oy = G Gas Filler Cap T TP = T Traffic Signal Pole T T D4 = G Gas Valve y ys = W Water Line Paint Stripe E E © = G Gas Meter Box © © = W Water Meter W W GLPS = G Gas Line Paint Stripe = = W Water' Valve a a Q ® = G Grate Inlet 7 7L = W Wood Utility Pole o o © =GTE M Manhole = = W Wood Light Pole = G GTE Pedestal 0 0 = W Wood Post o v �= G GTE Marker = L Y h h Point of Elevation o o 25.2' = C Calculated Dimension from Structure o o Me = M Mail Box d LO Boun ary / Ig 0 ay Ine U ORIGINAL, v; RECEIVEf3 0 6 DEC 13 2007 0 U MANNING DEPARTMENT a, CITY OF CLEARWATER THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER o 0 SHEET INDEX, JOB NUMBER, EPN, SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT v 699 -271 199 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED p UREYO AND MAP 1 - SURVEYOR'S REPORT AND LEGENDS PROJECT DATA BASE, SEAL OF A FLORIDA LICENSED, �• V R PER. � 199- NAVD88� `' °`' 2 - MAP OF SURVEY �- �(}y� y FIELD BOOK NUMBER 8 PAGES, � .... SEE SURVEYOR'S REPORT s�'�''• °� I „ +'•.�� r�:} SHEET 4 LAST DATE OF ORIGINAL FIELD WORK, •• d "�- ,� DWMD ADDITIONS OR DELETIONS TO SURVEY MAPS 6 -09 -2006 [\1I JVI� LIAh�I M'cDA'Nft� DWMD Y OR REPORTS BY OTHER THAN THE SIGNING SCALE, BY QUALITY CONTROL PARTY OR PARTIES IS PROHIBITED. NONE PROFESSIONd� a SURVEYOR AND - !? � ICENUE NUMBEfj LS 58A0'- 2 0 • tiSTAT OF= �ORIDAa of O �,� , �. .✓,fix Y 9 J� ` 6 L N N O N M Oi n O O N O M U O U C C O 7 N C O U c rn N D v 0 0 0 N L a 0 U O] 9 9 11 A 19 N L-*1 IM View From N Scale: V32' = T-W View_ From Gulf Scale.-1/37 = T-W 40 View From Northeast- Scale: 113T = T-V View From Southeast I N. N M IN% I z C) C) C) 0-4 E 0 3: < 0) C.0 CV ce) CO CIq - 7U) Q CO LO (D C%4 ' 0 CN M -j M ti • < - 7U) 0 Z FA O Wo Of 0 Of O LL 0 W u N M M zO O QU E._., E U0 U W a U 2 co N M \\ N CD ti U° O� co �co ° N W -,-t co ti [�J O l� n: G� LC) ti N M J LL w° �R cu 0 0 m w w� N N N a LL CO m L U CTJ C: N 00 :D--p C13 U co CTJ U O o co O O CCU O s CD co U ) L Rv C�. Q) _ L= gnu c ca CL L. O O U. ..I N O rn O O Z N U m N E r o a�i ff a.1 U a a U 4 m U) O Imo' N i� CO ct CL . u C c ca CL L. O O U. ..I N O rn O O Z N U m N E r o a�i ff a.1 U a a U 4 m U) O Imo' N i� CO ct 4 m U) O Imo' N i� CO ct J S 3 2 m 1 J - 1 -- I_ PROP I �•I �'-- • — R PERK LINE "V-01 E) �CQB$TAL�O - �`--� STOR. - -__ "`+ 1-. _.- �LCOIyjBpLl,liV� C _ 2 "N '1 ---� _ I � 1 I N � I • r I �jaioioai ' - I G F E C A A 8 1 a FA OUTLINE OF BUILDING ABOVE BOIL ING o C1 S— EfBACK LINE I cc 15'_0 is 'o - --- _ d,0 r 1• } 2" I - - I FIRE I 1 I - _ PUMP I >'— - 1 %%% r ROOM I fiN E: �i pis . _ 1� I 1�// / % % % / / Z - Jl zI _ O. - ► P r '- I �� I I J. Z �I I fp � I U m. U I U - _ I € €! SERVICE 1 I Q i I ' - - _ Cj TRASH � - I Yz • I I I _ _ LOBBY $ x FIRE I COMMAND m V• � - - - - - - - - - ".. /- - � - - - - - - - - _ - - -_ ROOM I I- I z I z cn I _ - •-_ � I I RAMP DOWN I • I � � I I I > I > VALET PARKING I I I I I I I 1 -}- - - - - - - - - - - - - - - - - - - - - - - - - - _ _ -► ■ I % `� Z I z I % / Z I Z I I I II / / > % Y ► Y I 7 ,. /% ; OPEN II I I I I I I DOWN TO I I I �— // : I TO /M > 0 'LEVEL 1 Q I ¢% l ; > BELOW UP FRO LEVEL 1 I I i / / I I I m I I Cn I 1110 �/�//// I I I z 15' -0" I /1'. I I; I m I - - 1 lz 1 1 I I I I I I I I I I I I I I +..i'''i %;. ,lf`•t'V I iI STOR. I + l i I I I I I I i OPEN TO I I ■ - - - ��# I BELOW - - '- - - - - -- - - I _ • N °° I I • N I I I I I N N L- --- - -- - ---- - ---- 1 _ - - - -- I - -- -- °' ___ Op rn I c o t0 "I 3-- - -- --� "I L---- - - ----- - -- -- ---- --�c_J �---- - - - - -J o ' - - - - -- - J " I - rF- . L) BUILDING SETBACK LINE _CD c Z. U• I " J 1 OUTLINE OF BUILDING ABOVE PROPERTY LINE o. NOTES: �1 10 ENCROACHMENT MEETS REQUIREMENT OF SECTION 3 -908 ITEM D. ALLOWING Level 2 Parking Count Project Totals: v BALCONIES TO EXTEND NO MORE THAN 24" INTO SETBACK. 118 Standard Spaces 3 Taxi Spaces of 24 Stacked Valet Spaces 9 Handicap Spaces vl A ENCROACHMENT INTO SETBACK MEETS REQUIREMENTS OF SECTION 3 -908 ITEM 142 Level 2 Total Spaces 351 Standard Spaces 1 ALLOWING PROJECTIONS AFFIXED SOLELY TO THE BUILDING AND NOT 46 Stacked Valet Spaces I DIRECTLY AFFIXED TO THE GROUND SUCH AS BUILDING FASCIAS, ROOF 409 Total Parking Spaces OVERHANGS, EAVES, CANOPIES OTHER THAN FREE STANDING CANOPIES, AWNINGS, v• MARQUEES, AND OTHER SIMMILAR PROJECTIONS TO EXTEND INTO BUILDING SETBACKS. (BUT NOT ENCROACHING ON THE CCCL) ta•-• oI 03 SIGNAGE IN FRONT OF PARKING SPACES TELLING v MOTORIST TO USE MIRRORS. Leviel ® A a I A I Scale. 1/16' 0 Nr 2 3 4 5 6 7 8 9 JO iL' NORTH �> c ;f O 4, s o 0 > LLJ z° q CD 31. O o CL LLIo. U O IL w (n U CO W m C O� C O 0 CIO U cz U c� W Q Cz O O C O`` w� U9 F N L O U" M M z!� O O O UQQ C/� Q E U0 U W CL U U� Cm O N M N co ti U° OLL co to to N w �• ti O n: r ti N M J LL c w CU �D > ��--+ 0 m z -m c CU W N N N C cl[$ Lm O _O U. rn rn o 0 N Y Y : m p v c)l a = 3 0o ccu Z = ■ o Z �o U _m Z U 0 U U Il- N •N N N a` U IL 0- U 'c e�•. ��1�� III '• "OR ° � LU 'Opp /� .� !}'� '✓;l�.y .,.. C cl[$ Lm O _O U. rn rn o 0 N Y Y : m p v c)l a = 3 0o ccu Z = ■ o Z �o U _m Z U 0 U U Il- N •N N N a` U IL 0- U 'c e�•. ��1�� III '• "OR ° •� .� • , .,.. J G F E 0 C N. A I_ _A _ I 1 � PROPE RTY =NE co - _ -- CQAST•A R A STOR. W; .;' - ►� _.- N�TRI(CXO►�O�Q�LIN (..n^ _ co 1 z 1 _ -_► N Z. UJ 0. "co ' J_ 0. - _ I _ SERVICE m I Z z� , UI TRASH D ► = _ LOBBY J ZI > U I - I - - % j - - - - - _ I -J. I 0 i CD I cn z z I UI I Q i Q I I I I a i RAM 1 i I P DOWN i I I I I TO LEVEL 2 ' VALET RKING I /��' /j 4!' 1) IM Val Fm z F I I I I I — - ' - - - - % A% - - oR II I I I I I I�R jj I I I I I • I I I I I I I I I I II I I I I I I I I I I I I ERR R RJR II I I I I I I I I I 0 WAY i � .. I I �� - ,1, I I �� I ►s''•1:: WAY I I � % /�i I I I I II o II I STOR. I * I I I I I I I I N w , 8' -0" I ao :° N N C" co — "` I io N I iv cv I I N CD 0 L----------- C-) c ° BUILDING SETBACK LINE 2 �I 0. �I 0 zl 0. UI zl 0 QI QI 0 U• I I OUTLINE OF BUILDING ABOVE NOTES: 0 ENCROACHMENT MEETS REQUIREMENT OF SECTION 3 -908 ITEM D. ALLOWING BALCONIES TO EXTEND NO MORE THAN 24" INTO SETBACK. T ENCROACHMENT INTO SETBACK MEETS REQUIREMENTS OF SECTION 3 -908 ITEM ALLOWING PROJECTIONS AFFIXED SOLELY TO THE BUILDING AND NOT DIRECTLY AFFIXED TO THE GROUND SUCH AS BUILDING FASCIAS, ROOF OVERHANGS, EAVES, CANOPIES OTHER THAN FREE STANDING CANOPIES, AWNINGS, MARQUEES, AND OTHER SIMMILAR PROJECTIONS TO EXTEND INTO BUILDING SETBACKS. (BUT NOT ENCROACHING ON THE CCCL) @3 SIGNAGE IN FRONT OF PARKING SPACES TELLING MOTORIST TO USE MIRRORS. 4 5 D �- OUTLINE OF BUILDING ABOVE PROPERTY LINE - - - - - - F P. r �-� � �...� � � �•f� ; +I Scale: 1/1w =1' -0° Level 3 Parking Count 137 Standard Spaces 12 Stacked Valet Spaces 149 Level 3 Total Spaces A Project Totals: 3 Taxi Spaces 9 Handicap Spaces 351 Standard Spaces 46 Stacked Valet SDaces 409 Total Parking Spaces E FA 1 JO v r- NORTH f z O U) w O U- 0 w N 0 O UN co M O O O QU C/� Q E U0 W a U U� w rn O N M �\ co ti U° Nt O � ULO �(0 N W '-t a: w LO N M J LL. w a a� 0 in z '0 CUC co W I I 1111 IN �-+-•a N L - — J V•- O w CO a) V co r '' L Emo Im L , cum co iY7 Z U •y a> AW` U � 05 U LL. a` U ri a` c� U (10 C ca U (L CCU a) L. O co 0 UL � O C� -I}- -� L O Cz L n, (D O a: I- U L o 0) O NO L d, Z O L Emo Cl) cum > o Z U a> z U � U U LL. a` U ri a` U U O M N L d, Z ta;• J S 3 If G F C u C B OUTLINE OF BUILDING ABOVE 0 1 co I F co _ N r _ — , .� PROPER - _ —COASTq 0 _� r �_. :k• 1111 OTRI 7 I Ir r OUTDOOR GRILL 1 POOL I I 3365 s.f. r I I r I I U IU r Z. - -- JI zI O• J �I Y O• QI U m. I zl tu- O• NI D Z. cn 91 z m °° 0• 0 I O II I Ui I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I TC I I . I I I � I I I I SHADE STRUCTURI I L— ------------ � I I -- - - - - -- IL--------------- I I I I OUTLINE OF ROOF BELOW _ _ _ _ I I jl I I it I I - — Rill- 7 - - - I I I III I I I i l COVERED DECK I . I I I S-7' I I I II I I I 1 " I L 0I 0 U• Z_. JI OUTLINE 1, J 0. ZI U' ZI O 1 NOTES: „U,,. ` UU I LINt Ur KUUV UtLUW 1Q ENCROACHMENT MEETS REQUIREMENT OF SECTION 3 -908 ITEM D. ALLOWING BALCONIES TO EXTEND NO MORE THAN 24" INTO SETBACK. A ENCROACHMENT INTO SETBACK MEETS REQUIREMENTS OF SECTION 3 -908 ITEM DI 1 ALLOWING PROJECTIONS AFFIXED SOLELY TO THE BUILDING AND NOT I DIRECTLY AFFIXED TO THE GROUND SUCH AS BUILDING FASCIAS, ROOF Z OVERHANGS, EAVES, CANOPIES OTHER THAN FREE STANDING CANOPIES, AWNINGS, 0• MARQUEES, AND OTHER SIMMILAR PROJECTIONS TO EXTEND INTO BUILDING JI SETBACKS. (BUT NOT ENCROACHING ON THE CCCL) A J u— •� I O - U• I 1 1 2 1 3 1 4 -n,.,,or r j a 5 Scale 1/16° = 1 =(' 7 N OUTLINE OF ROOF BELOW ■ i FA OUTLINE OF ROOF BELOW OUTLINE OF ROOF BELOW JO 10 NORTH I f I a) ro O ZO w O LL 0 W U) O UN M M z O O O U E U0 W a. U w rn cs, N M N F-�-� r- ti U° O Ll: ULo �Lo N W �t O IL w Lo N M J LL C wcu > a� 0 m Z a c" W N N N . _ J u— •� ' ¢ m .•� o \\ Te rLi O W ca w 3 11, c s �a U,- c 0 c R; ALI- C0 c �� = O v CCU U (10 > U co � m O _ LL L O ..,� ICU L o O � co O N F- U 0 ) .z m O O N Y Y .0 m -0 v E = o = Z m U N N (D a v a a Q n E Z w. •� ' ¢ m .•� o \\ Te rLi O ca U,- c 0 co Z O U) W Ix O LL 0 w D U) UN M M O O O U E U0 U rn co N M \ N M•=� 1 O ti U° oLI: U° �LO ° N ^w F� CD r- [� O c: Ln ti N M J LL 2 w 0 m z� cu cu w N w N N N J . _ LL Cl) CO m O W O U co U cz U co C� O.00 CL L. O O LL LO 4� .j m N O 2 .4Q) + cz o J cz �- (D A is Z U ICO s co hi N L :3 Z U U U E O.00 CL L. O O LL LO 4� .j m N O 2 .4Q) + cz o O cz �- (D A is Z U ICO s co O.00 CL L. O O LL LO 4� .j m N O Y O Y `- is Z V a) ca hi N L :3 Z U U U E N in N N im N c=n �a a i-` a pff�id- fS1 CO • � 7 1 V .�Q o 2�0 Q (x°81 r _h � 0 U Z 0 O Wo w z w O U. 0 W MM UN M M z O O O U E Uq wa ° N co \ N CD ti U° O� U° �(0 ° N ^w a G�LO N M J LL w Co 0 m cu w N N N f V cis m c� •�+ � Gam, O cO C=: a) CO) O c CCU CO U CL cz O O FL U cz o co o � o > � o U 0 L N O tT rn O O LL- N Y Y : 0) N .a) Z N 0 N E U Z U � U V- N N N a` 0 a` a` U ccnn 'M .�, r r� � � � ..Q • O JZ-CN ) 0 U) Z O D w w O LL W D N UN M M O O O v a E U0 W a U �--+ _ w co co N M \` co CD U° O� U° �co ° N ^W �t h�--� O ti (� O a LO N M J LL Ua `3 Co w 0 0 m cc cn w� N N N ..� J V- O 4--p L o Cl) CO CO w'6' ZR. ♦) co � L J co 0 O ICO U) cO 00 :1�-& co U c10 CO C� �- U co �- O O O co LL L. O o O 4--p L o t+ ►�' o O > � � � co J o A P U ICO U) N O 1-millowdo6q, a n IA m N Z 0 a> E U U U u- Z a��Ia1�IUI� � `�� Q IAkt''• co N L1' t+ ►�' 3��:� ca 1 � G co 0 a) m 0 co Z O w ix 0 u- 0 w U) U) UN M M z O O O U E Uq wa U w rn co N M co N co I- 0 O� U° �co ° N w �r Cfl o: LO ti N M J LL >..4 a W Co cu a� 0 m c ca m W � N N N a ._ J LL 0) rn O Cl) a W N Y �. C: m �r z'! � 9 v C% 4-0 CU •.ro 1A.1 n � 9 0 3 U , � CO W U N n`. �9 O U U Z CM N coq co U cz C� CO U � cz O O O � O o � 2 cz 2 o o � � � cz J (D o ->—1 OP U Ica Q) cn N O 0) rn O O N Y Y n m v m m n �® = 3 U � E U N n`. 0 0 U 0 a` U N n`_ U Z CM N coq • I •. �i C) • Q co co .wow *`• Qi � s •. V% / W, U) Z O w Ir w O LL W CO U) UN M M Z O O F—� O U E U0 U w 0) N M �\ N F� co Nt ti U° OLL ULO �LO N ^w "t ti d• n: ul N M J U- wCU �72 0 m zc w N N N � a LL `V W W 0 cri C = O U :1�—j co U CC3 .c U Co c cc$ O O LL N O Qi m m N N .n E Z � O Y a—. o S � cz (D o c= U N m m ❑ v U U m � U E ca a� (L `m m E Z ❑ U N ❑ NN d c cc$ O O LL N O Qi m m N N .n E Z � O Y � o O O cz (D o U N O Y O Y � LUA m m ❑ v U U m � U E ca a� (L `m m E Z ❑ U N ❑ NN d a` U Kn .®J J Fla- A Tv OR�l a-"9 LUA 4 4 ✓+•�� SI I V � W. N m c co Z O w x O U- 0 W N 0 U" M M z O O O QU C/� a E U0 U wa N M co to ti U° O� co �m ° N w F� CD I- LO ti N co '1 U- U� ca w CU 0 m zm cu w N w N N N LL w (n U K.. CO m C 0 co t O v co U C� U ca O m v � N O Oi 0) Q) 0 0 N Y Y Co v E c o Z N U N � N o cl 'o a U a ca O O LL CF) LLID E a Z E N :3 LL a) U � 3- J QD o - O O o is co O O B �)Mm L � - N O Oi 0) Q) 0 0 N Y Y Co v E c o Z N U N � N o cl 'o a U a ca O O LL CF) LLID E a Z E N :3 LL a) U � 3- J o is Q � ca U ' a) CO CO Z O U) W O LL 0 W D U) 0 UN M M zO !� O O U vi a Q E Uy w CL r 2 w rn C.0 N M �\ co F� O ti U° O� U° �co ° N w Cfl ti O n: LO N M J LL U� w CU �0 0 m w N w N N N �� LL w (n U CO m L- N 0 CIO co N O v :4--p co U cz .c: U co � Y 4) o 00 CCU o a P _ U CD �s .c: U co m 4) o 00 CCU o a P _ U CD ) CL L. O O LPL d- a) N O rn N a� .n E Z O O � Y Y M po 3 0 0 �o U 0 v Q O U a .n E Z N d t rt, O ul U) •C " Q a y . Q W �}}< w :l N Z O CO W w ir- LL 0 p W C 7-) y cn p 1i UN M M z O O O U E U0 W a U 2 w rn co N M N ti U° O� UC.0 �(0 N ^W � F-� Cfl r- F d n: LO N M J LL w cc ca 0 0 m m M w N N N . _ J LL .C: o-F--j CIO _0 cts C m Co O c. U 5 co O v CCU U cz m i U c� (20 Lm L- () �: o-F--j CIO _0 o o O O Co o U 5 co U) c ca CL J r N O m rn O O LL- j� -(D ° m v a: N ui m .n = 3 U u a� E U N p U N U m Ll.. p D Q- U n`_ a` U `• ,ti. too Cam. iQ.60 S� lu 11 m FA A FE I.t., 9 South Elevation ,Smle: 1/37 =,F-V West &"%i 50% ,Smle: 1/37 ='f-(r VA N 40 Wo (D Z 0 S2 w ix MI 'a yew J 1 G F E D A MATERIALS: Levels 1 -3: Decorative Precast Panels Aluminum Railing System Powder Coated Aluminum Brackets Precast Concrete Sills Curtainwall Glazing System Insulated "Low E" Glazing Organically coated Standing Seam Metal Roofing Awnings Levels 4 -16: Cement Plaster Wall Finish System Insulated "Low E" glazing Aluminum Railing System Fixed and Operable Aluminum Window System Aluminum Shutters Powder Coated Aluminum Brackets Standing Seam Metal Roofing Awnings Standing Seam Awnings Aluminum Eybrow Awning System Color Legend: 1� Aged Ivory SW 2450 5 2 Egret White SW 2004 ------ '/ 1P 3 Cottage Cream SW 2347 'G ,! _'� ": t: ..- .-- ---•- _•__--_�//, //____ ..:..:. <..::.:.:. 4 Wedding White SW 913 :; :.1001 5 Arboretum SW 2232 '` ":' "' ° "`: ''"N :..:::;::::..:::.:.:.::. 6 Sea Moss SW 2366 - - -. 1fiY /�: / ................ -- ..... ---- °- ° °- °- °------..I See Building Materials/Textures/Color �" i %• " %• t - - Ni s I i. i� :$ i Chart with color samples in package //��:..(....� ' 0 - / f f i' , I ii 6 €EEle ;iiiil .. S : , tktj` 'Es ss! ?' 4 4 1- _ - ..- ...`..._. - -••.• .......... �/ ...:,,,. �% ; r? s� f.w 4 /.: - - ? IM ------ ; i€ r 1 E 4 E € r Si: • E r �/ r / r / 1 / € k -- f G ! / / o , r ; r / r r ----------------------- ! l �s r ' 1 0 ........ i ................. - �- ............... ...__ s _ ......... �_ ... ----- '_.. -.. ......... ...._......_'.. .................. ..._ .. - - _____ i. ... G 1 r / G r r %• r : f ,y,•- �1 % N � Ell 11-11M %r - i -- g 5 /r F: h ,f t:- ,€ ! AMENITY DECK a � { s i � 4 L.Ji { A M 1 NOTE: 1. ADHERANCE TO BEACH BY DESIGN SECTION C ITEM 3 HAS BEEN CALCULATED ON REPRESENTATIVE SECTIONS OF THE ELEVATION. CURRENTLY THE PERCENTAGE OF WINDOWS AND ARCHITECTURAL DECORATION EXCEEDS THE 607o REQUIRED. 2. BEACH BY DESIGN SECTION C ITEM 2 REQUIRES THAT "NO PLANE OF A BUILDING MAY CONTINUE UNITERRUPTED FOR GREATER THAN ONE HUNDRED LINEAR FEET (100'). FOR THE PURPOSE OF THE STANDARD INTERRUPTED MEANS ON OFFSET OF GREATER THAN FIVE FEET (5'). FOR THIS PROJECT RECESSES OCCUR IN THE FACADE TYPICALLY ON A TWENTY EIGHT FOOT (28') INTERVAL. 5 ! s r I r i / t r F j / r / / r r _� f ; • G / / / r s r i /� ./ s r /r s / / / 4 . 3 i 1 r } l„ n . I 'i b .. ...... ....... ......a... ... ..............................{ ................. JE i. "L . .......... G I / Y % / r // rill' M / / r s / r / ,/, /. a r r� :. /. ..Gf / 1 / ? r . .. -- . -- ---------------- - - - - -- ; ......................... ..._. -Y ............................. ? I; , c E G i .-....f U ... G ww� Scale: 1/160 = 1' -W 5 6 !t� i .% 7 5 ON s - :. �n f I c a•✓ Z s�;•: • r, ..c, </k•�s y� s, G •.t•.:;. /, ,;�:• is��:- y- l,c,� /G;l;:y. ; ;•:; / , ;,//�, if ff......... ........................... J #j -- ........................ ? or architectural decoration. For this elevation the summary is as follows: f ca N n Total Area of Windows or Architectural Decoration: 27,319 SF Total Area of Building ' 43,635 SF 'I•i4€ � � €6. L11 4-0 CIO 8 9 10 ca U N O` x .� d ❑ C) N Ld ` (D U LU f tZ Q U =r :. • • tom. •,`• 10 ==� -- �.... . _ U FEE t, -, U � MW W ! s r I r i / t r F j / r / / r r _� f ; • G / / / r s r i /� ./ s r /r s / / / 4 . 3 i 1 r } l„ n . I 'i b .. ...... ....... ......a... ... ..............................{ ................. JE i. "L . .......... G I / Y % / r // rill' M / / r s / r / ,/, /. a r r� :. /. ..Gf / 1 / ? r . .. -- . -- ---------------- - - - - -- ; ......................... ..._. -Y ............................. ? I; , c E G i .-....f U ... G ww� Scale: 1/160 = 1' -W 5 6 !t� i .% 7 5 ON s - :. �n f I MAX. PROJECTION GHT ABOVE ROOF Roof 99'-4" T.O.S. Level 16 Level 15 Level 14 Level 13 Level 12 Level 11 Level 10 Level 9 3 Level 8 Level 7 Level 6 Level 5 r,r 5 . �.: � Level 4 Level 3 1) Level 2 Leve 1 1 FEMA Jo NOTE: .� I.. .......... ........i`.:r�.iEhfuh.,:�.,,hf:. ................... 3 / , ;,//�, if ff......... ........................... J #j N. .. . ........................ ? MAX. PROJECTION GHT ABOVE ROOF Roof 99'-4" T.O.S. Level 16 Level 15 Level 14 Level 13 Level 12 Level 11 Level 10 Level 9 3 Level 8 Level 7 Level 6 Level 5 r,r 5 . �.: � Level 4 Level 3 1) Level 2 Leve 1 1 FEMA Jo NOTE: .� I.. 1. "Beach by Design" requires that at least sixty percent (60 %) of any elevation will be INA windows or architectural decoration. For this elevation the summary is as follows: r f ca N n Total Area of Windows MAX. PROJECTION GHT ABOVE ROOF Roof 99'-4" T.O.S. Level 16 Level 15 Level 14 Level 13 Level 12 Level 11 Level 10 Level 9 3 Level 8 Level 7 Level 6 Level 5 r,r 5 . �.: � Level 4 Level 3 1) Level 2 Leve 1 1 FEMA Jo NOTE: .� J ILL 1. "Beach by Design" requires that at least sixty percent (60 %) of any elevation will be covered with windows or architectural decoration. For this elevation the summary is as follows: n' ca N n Total Area of Windows or Architectural Decoration: 27,319 SF Total Area of Building Facade 43,635 SF Percentage Windows or Architectural Decoration: 62.6% 4-0 CIO 8 9 10 0 o U ZaNi j� o ❑ W Z O ❑ W co O UN M M O 0 �--a O U cry I H E U0 U W a- �...� U _ co co N co Co ti U° O� U° �(0 ° N W � ti O c: LO N M J e W Co L N 0 m c� Cro G Cn W N N N N O O .� J ILL M w O � (n U (n Y n' ca N n m o W M W .n r ao > Z O 4-0 CIO ., . LLs Z U � W ca U N O` x .� d ❑ C) N Ld ` (D U LU a tZ Q U =r :. • • tom. •,`• 10 ==� -- _ U U � MW W � `� r O CZ .� O 0 0 L-- U as a� s C/) N O O l M 1— O � N (n Y n m o m m .n r ao > Z c3o U a> Z U � W ❑ U N O` U N .O ❑ C) N Ld ` EZ Q U a tZ Q U =r :. • • tom. •,`• l ao UJ;� - 01 J H G F r« A I s I 3 I I ? I e I I s I a MATERIALS: Levels 1 -3: Decorative Precast Panels Aluminum Railing System Powder Coated Aluminum Brackets Precast Concrete Sills Curtainwall Glazing System Insulated "Low E" Glazing Organically coated Standing Seam Metal Roofing Awnings Levels 4 -16: Cement Plaster Wall Finish System Insulated "Low E" glazing Aluminum Railing System Fixed and Operable Aluminum Window System Aluminum Shutters Powder Coated Aluminum Brackets Standing Seam Metal Roofing Awnings Standing Seam Awnings Aluminum Eybrow Awning System Color Legend: Aged Ivory SW 2450 2 Egret White SW 2004 3 Cottage Cream SW 2347 4 Wedding White SW 1913 5 Arboretum SW 2232 6 Sea Moss SW 2366 See Building Materials /Textures /Color Chart with color samples in package NOTE: 1. ADHERANCE TO BEACH BY DESIGN SECTION C ITEM 3 HAS BEEN CALCULATED ON REPRESENTATIVE SECTIONS OF THE ELEVATION. CURRENTLY THE PERCENTAGE OF WINDOWS AND ARCHITECTURAL DECORATION EXCEEDS THE 60% REQUIRED. 2. BEACH BY DESIGN SECTION C ITEM 2 REQUIRES THAT "NO PLANE OF A BUILDING MAY CONTINUE UNITERRUPTED FOR GREATER THAN ONE HUNDRED LINEAR FEET (100'). FOR THE PURPOSE OF THE STANDARD INTERRUPTED MEANS ON OFFSET OF GREATER THAN FIVE FEET (5'). FOR THIS PROJECT RECESSES OCCUR IN THE FACADE TYPICALLY ON A TWENTY EIGHT FOOT (28') INTERVAL. 2 3 4 5 t.� r tt�11,11xi rAl Scale. 1/16" = 1' -0' 0 10 MAX. PROJECTION HEIGHT ABOVE ROOF 99' -4" T.O.S. FEMA Z a) 00 W O of Z 0 LL o W D V) . _ J LL .0 CIO o N O O W Co �- C m CO L O� co ^` O U CCU rn N H (n U � `: CCU U C� m O O CIO o N O O CIO �- O 3 CO O UN M M Z° C �--a ° U v� H E U0 U W a. U N M co ti U° O� U° �co ° N W "t fl- ti d' a N M J LL C co W M 2 a� 0 m Z a a� W � N N N C= J C ®I OD R 0 C O ca LU O XIC N O rn N H (n O Y � `: A 0-) m n m m n Z U 2 a> m .o m .a ai i L6 ID n. L) U a. M a. 0 U NOTE: ` •`�' •'1 '�� ••: •Q 1. Beach by Design requires that at least sixty percent (60 %) of any elevation will be covered with windows or architectural decoration. For this elevation the summary is as:'-- ~rd follows: Total Area of Windows or Architectural Decoration: 20,910 SF .Y Total Area of Building Facade 31,634 SF '� +,`�'�� ''�''�3'° Percentage Windows or Architectural Decoration: 66.1% ..II �a x t' 1 v! 7 8 9 10 J H L F F3 A c 0 A J M11, f060 Levels 1 -3: Decorative Precast Panels Aluminum Railing System Powder Coated Aluminum Brackets Precast Concrete Sills Curtainwall Glazing System Insulated "Low E" Glazing Organically coated Standing Seam Metal Roofing Awnings KI Levels 4 -16: Cement Plaster Wall Finish System Insulated "Low E" glazing Aluminum Railing System Fixed and Operable Aluminum Window System Aluminum Shutters Powder Coated Aluminum Brackets Standing Seam Metal Roofing Awnings Standing Seam Awnings Aluminum Eybrow Awning System Color Legend: 1� Aged Ivory SW 2450 2 Egret White SW 2004 3 Cottage Cream SW 2347 4 Wedding White SW 1913 5 Arboretum SW 2232 6 Sea Moss SW 2366 See Building Materials /Textures /Color Chart with color samples in package :q F I u NOTE: 1. ADHERANCE TO BEACH BY DESIGN SECTION C ITEM 3 HAS BEEN CALCULATED ON REPRESENTATIVE SECTIONS OF THE ELEVATION. CURRENTLY THE PERCENTAGE OF WINDOWS AND ARCHITECTURAL DECORATION EXCEEDS THE 60% REQUIRED. 2. BEACH BY DESIGN SECTION C ITEM 2 REQUIRES THAT "NO PLANE OF A BUILDING MAY CONTINUE UNITERRUPTED FOR GREATER THAN ONE HUNDRED LINEAR FEET (100'). FOR THE PURPOSE OF THE STANDARD INTERRUPTED MEANS ON OFFSET OF GREATER THAN FIVE FEET (5'). FOR THIS PROJECT RECESSES OCCUR IN THE FACADE TYPICALLY ON A TWENTY EIGHT FOOT (28') INTERVAL. 4 NOTE: J0 0 1. "Beach by Ecast 8 ® covered with follows: Design" windows requires that at least sixty or architectural decoration. percent (60 %) of any elevation will be For this elevation the summary is as Total Area of Windows or Architectural Decoration: 21,408 SF Total Area of Building Facade 30,255 SF Scale. 1/16, =1 =0' Percentage Windows or Architectural Decoration: 70.7% W 10 O U) W X O LL 0 W Cn J . _ LL CO 0 m occ$ O U :5--a CIO U CTj U C� O m QD o - CZ O O co �- QD O 0 U F- O UN M M O 0 � o QU Ln a H E U0 W a U N M N co ti U° O� co LO �° N d �a Cfl [� O a: LO N M J ULL Wcc `° 2 �-0 a� 0 M Z -o C M M W N N N C O CIO O W -1--a co CO W N O Oi N 0Y (n m v N m m a Z U a> `- Z Ld 0 O a Q a) O (D O Q a) L CL U a a U U) 1 u.. r r ,o• =� U) S. g , 0 X32 • �' t•Q � s J W G F E L11 Le 0 A I I i I 3 I i I ? I e I I I g I 8 MATERIALS: Levels 1 -3: Decorative Precast Panels Aluminum Railing System Powder Coated Aluminum Brackets Precast Concrete Sills Curtainwall Glazing System Insulated "Low E" Glazing Organically coated Standing Seam Metal Roofing Awnings Levels 4 -16: Cement Plaster Wall Finish System Insulated "Low E" glazing Aluminum Railing System Fixed and Operable Aluminum Window System Aluminum Shutters Powder Coated Aluminum Brackets Standing Seam Metal Roofing Awnings Standing Seam Awnings Aluminum Eybrow Awning System Color Legend: (j ) Aged Ivory SW 2450 2 Egret White SW 2004 3 Cottage Cream SW 2347 4 Wedding White SW 1913 5 Arboretum SW 2232 6 Sea Moss SW 2366 See Building Materials /Textures /Color Chart with color samples in package NOTE: 1. ADHERANCE TO BEACH BY DESIGN SECTION C ITEM 3 HAS BEEN CALCULATED ON REPRESENTATIVE SECTIONS OF THE ELEVATION. CURRENTLY THE PERCENTAGE OF WINDOWS AND ARCHITECTURAL DECORATION EXCEEDS THE 60% REQUIRED. 2. BEACH BY DESIGN SECTION C ITEM 2 REQUIRES THAT "NO PLANE OF A BUILDING MAY CONTINUE UNITERRUPTED FOR GREATER THAN ONE HUNDRED LINEAR FEET (100'). FOR THE PURPOSE OF THE STANDARD INTERRUPTED MEANS ON OFFSET OF GREATER THAN FIVE FEET (5'). FOR THIS PROJECT RECESSES OCCUR IN THE FACADE TYPICALLY ON A TWENTY EIGHT FOOT (28') INTERVAL. 1 3 4 5 West s ,� , k. •. Scale. 1/16' = T -0" A 7 10 NOTE: , a f 1. "Beach by Design" requires that at least sixty percent (60 %) of any elevation will be covered with windows or architectural decoration. For this elevation the summary is as follows: �.•'���J ❑ N Total Area of Windows or Architectural Decoration: 22,458 SF Total Area of Building Facade 32,660 SF Percentage Windows or Architectural Decoration: 68.8% M. 10 U) N Z ❑ 0 W of Z ❑ w D CD Cn ❑ J . _ V- C, L 0 m L 4, O co O U �-1-+ CZ U CL� U C� O m O O CCU � 00 CL� L O O U � CD �v O U" M M -1 0 0 �--a o U v� H E U� W a U 04 N M N ti U° OLL U° �(0 ° N /W "r ti C1111 a t� LO N M J LL W � a� 0 0 m cu Cl) (1) W � N N N LL. L%a C O co _O W ■ , a f •,,�. co 0 d,c).v o0 °ale,,' �.•'���J ❑ N n o0 o Cl) W ai m L_ 3 a 5 Z W U ❑ U U M Z LA ❑ N (D ❑ `U M1 M a U1 U) ■ , a f •,,�. co 0 d,c).v LL °ale,,' �.•'���J ❑ N ■ J i It E X Ep L!' M_ FM ....................... ----------- ......... . ......... .................. . . 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