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FLD2008-12033 (5)
PLANNING & DEVELOPMENT Brian A. Barker, P.E. Deuel & Associates 4625 East Bay Drive, Suite 211 Clearwater, FL 33764 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 RE: FLD2008 -12033 — 619 S. Gulfview Boulevard Time Extension Development Order Dear Mr. Barker: July 6, 2011 j MAY 0 9 2012 DEVELO, .JAE `6T SERVICES DEPT,' CITY OF CLEARWATER On November 17, 2009, the Community Development Board (CDB) approved the above application with 14 conditions for (1) Flexible Development approval to permit the redevelopment of an existing 96 -unit overnight accommodation use in the Tourist (T) District to a 186 -unit overnight accommodation use with a lot area of 2.37 acres (zoned T District), a lot width of 243 feet along S. Gulfview Blvd. (north), a front (north) setback of 15 feet (to existing building), 11.2 feet (to proposed building), 6.5 feet (to proposed sidewalk) and 6.79 feet (to proposed pavement), a side (east) setback of 9.58 feet (to existing wave runner accessory building) and 15.44 feet (to proposed building and decking), a side (west) setback of zero feet (to existing building, pavement and decking), a rear (south) setback of 22 feet (to existing building), 59.25 feet (to proposed building) and zero feet (to existing /proposed patio decking), a building height of 134 feet (to top of roof deck) and a total of 384 parking spaces (self- park and valet in existing garage; valet -only in new garage), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 803.C., Community Development Code (CDC); and (2) Increase of the permitted density by the allocation of 68 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. On October 28, 2010, a request was submitted for a one -year time extension to apply for a building permit to construct the improvements on this parcel. The request cited the problems of the slow market conditions that are also affected by tighter construction lending and tourism issues related to the BP oil spill. The original application was submitted prior to the adoption of Code amendments for overnight accommodations; and in consideration of said amendment, and in accordance with the provisions of Section 4 -407, CDC, a six -month time extension to May 17, 2011, was approved to submit an application for a building permit to construct the site improvements on the subject property. On June 22, 2011, a proposal was submitted for minor revisions to the development proposal. The revisions are as follows: Reduction in the number of overnight accommodation units to be constructed from 186 to 160; Reduction in the number of overnight accommodation units being used from the Beach by Design Hotel Density Reserve from 68 to 42; and r' July 6, 2011 Barker — Page 2 ■ Reduction in the height of the proposed building from 133 feet above BFE to 87 feet above BFE. In accordance with Section 4- 406.A., CDC, the revisions proposed are deemed to be a Minor Revision and are APPROVED. All conditions of approval from the original CDB approval of May 19, 2009, are still in effect. Should you have any questions, please feel free to contact Robert G. Tefft, Development Review Manager, at 727 - 562 -4504 or via email at robert.tefft @mvclearwater.com. Sincerely, Michael Delk, AICP Planning and Development Director IL T IL MAY 1 g 2012 .; viEn!i BERVICES DEPT ;; r Df CLEAR WATER • DEUEL & ASSOCIATES CONSULTING ENGINEERS * LAND SURVEYORS * LAND PLANNERS CORPORATE OFFICE 4625 East Bay Drive, Suite 211 Clearwater, FL 33764 Office (727) 822 -4151 Fax (727) 821 -7255 PLEASE REPLY TO CLEARWATER OFFICE June 21, 2011 Mr. Robert Tefft, Development Review Manager City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 BRANCH OFFICE Zephyrhills, FL 33541 Office (813) 782 -6717 619 S GULFVIEW BLVD FLD2008 -12033 1 j SHEPHARD'S BEACH RESORT Zoning: Tourist Atlas #: 285A RE: Shephard's Beach Resort Case Number: FLD2008 -12033 (619 Gulfview Blvd South) Dear Mr. Tefft: With this letter please find three sets of attached plans and review fee of $400. We are requesting the approval of Minor Revisions to the referenced approved flexible development. The minor revisions to the previously approved project consist of the following and adhere to the criteria of the nine guidelines listed under Section 4- 406 A of the Community Development Code, which would qualify for a MinorRevision as follows: 1) The change does not result in any conflicts in on -site circulation and/or have any negative impacts with ingress /egress. 2) There is no change of use. 3) '.The new plan reduces the number of new units to be constructed making the project substantially less intense. 4) There is no reduction of set back or previously approved landscape plan. 5) The new plan does not result in any change to the location of the previously approved structure. 6) The new plan does not result any substantial modification or the cancellation of any condition placed upon the application as previously approved. 7) The new proposal does not add any property to the property proposed for the development. t8) The new proposal results in a decrease in height of the building from 133 feet above BFE to the midpoint of the roof to 87 feet from BFE to the midpoint of the roof.' 9) The new plan does not substantially alter the character and design of the project. In addition to the above, none of the changes will substantially alter the engineering design and all comments and conditions of approval will be addressed during the building construction plan permitting for this project. The project also is requesting a reduction of the number of units granted from the density reserve in the approved Development Agreement from '68 units to 42 units: Overall, this will reduce the total number of units currently approved on the site from 226 units to 160 units and will no longer require the transfer of 8 additional hotel TDRs to the site. Original Received !UN 2 2 1011 Manning & Development • Mr. Robert Tefft City of Clearwater 6/20/2011 Page 2 If you have any questions or need additional information, please do not hesitate to call me at 822 -4151. Sincerely, DEUEL & ASSOCIATES Brian A. Barker, P.E. Principal Engineer Enclosures cc: Joe Burdette Original Received !UN 2 2 2011 Planning & Development SHEPHARD'S BEACH RESORT INC. D /B /A SHEPHARD'S RESTAURANT 23959 REFERENCE NO. DESCRIPTION INVOICE DATE INVOICE AMOUNT DISCOUNT TAKEN AMOUNT PAID Permit Resubmittal Fee 06/16/11 $400.00 $0.00 $400.00 Original Received UN 2 2 2011 la�ni n Development CHECK DATE CHECK NO. PAYEE DISCOUNTS TAKEN' � CHECK AMOUNT 06/16/11 2 3959 CITY OF CLEARWATER bp ARCHITECTURE • INTERIORS • PLANNING TRANSMITTAL June 21, 2011 SHEP10.01 TO: Joe Burdett Owner's Represenative 618 Pineland Avenue Belleair, FL 33756 727 - 458 -4528 WE TRANSMIT: X1 herewith in accordance with your request FOR YOUR: approval review & comment THE FOLLOWING: X1 drawings specifications change order copies date rev. no. description X1 distribution to parties use record information shop drawing prints product literature engineering samples 3 6/21/11 Schematic Drawing q ackages 1 6/21/11 Color Exterior Elevations action action code: A. action indicated on item transmitted B. for signature and forwarding as noted under REMARKS C. no action required D. for signature and return E. see REMARKS below REMARKS: Original Received .JUN 2 2 2011 Behar+ Peteranecz: Inc. AA26001704 ���nr�inr� S��eVe {o ment { Tampa } 103 Rogers Street Clearwater, Florida 33756 (Tel) 727.478.3073 {Fax} 727.478.3074 jordanQarc itec ur®bp. p { Pensacola 1 113 W Strong Street Pensacola, Florida 32501 1 {Tel} 850.375.8485 {Fax} 727.488.9490 istvan@architecturebp.com As of June 19, 2009, in accordance with City Ordinance #8025 -09 sec.32.288, all hauling of construction and demoliton debris using open top roll -off containers will need to be coordinated through the City of Clearwater Solid Waste department. For more information, please call 727 - 5624920. THIS IS NOT A PERMIT. Original Received To view plan review status and inspection results, please visit us online at http: / /epermit.myclearwater.com JUN 2 2 2011 This is a receipt for an application for a permit. Platnning & Development This application will be reviewed and you will be notified as to the outcome of the applica ion. Receipt PavmentProcessin CITY OF CLEARWATER PLANNING cX DrvEl.oraa wr DL'PAR'1•n71•Nr �^�9% POST Orrla:.Box 4748, CI:eAR\vA•n:R, .FLORIDA 337584748 -ii :•� .: +G� 7ER, MUNICIPAL. Sr.Rvlcrs BunntNc, :100 Soin jMywnx AVENUE, CLF,AR\VATER, .FLORIDA 33756 . , r TELEPHONE (727) 562 -4567 FAx (727) 5621576 RECEIPT #: 410416 DATE: 6/22/2011 Line Items: Case No. Tran Code Description Revenue Account No. Amount Paid FLD2008 -12033 MREV Minor Revision 001000000341262000 $400.00 Line Item Total: $400.00 Date Method Payor Cashier Check No. Amount Paid 6/22/2011 Check Shephards Beach Resort Inc RDECASTRO 23959 $400.00 Payment Total: $400.00 As of June 19, 2009, in accordance with City Ordinance #8025 -09 sec.32.288, all hauling of construction and demoliton debris using open top roll -off containers will need to be coordinated through the City of Clearwater Solid Waste department. For more information, please call 727 - 5624920. THIS IS NOT A PERMIT. Original Received To view plan review status and inspection results, please visit us online at http: / /epermit.myclearwater.com JUN 2 2 2011 This is a receipt for an application for a permit. Platnning & Development This application will be reviewed and you will be notified as to the outcome of the applica ion. Receipt PavmentProcessin h 1 CITY OF CLEARWATER 7 33758 -4748 Posr OrT,cE Box 4 48, CLEARWATER, FLOnmA `"'^' Y•: _ ..:.:: '' x'j1tii' MumciPAL SERvIcEs BIRLUING, 100 Sounl MYRTuAvequE, CuARmTm, FLo=A 33756 TELITHO rE (727) 562 -4567 FAx (727) 562 -4865 PLANNING DEPARTMENT November 30, 2009 Alex Azan Keith Zayac & Associates P.O. Box 1156 Safety Harbor, FL 34695 RE: Development Order — Case No. FLD2008 -12033 (Related to DVA2008- 00002) 619 S. Gulfview Boulevard Dear Mr. Azan: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the . Community Development Code. On November 17, 2009, the Community Development Board reviewed your request for (1) Flexible Development approval to permit the redevelopment of an existing 96 -unit overnight accommodation use in the Tourist (T) District taa-4 vernight accommodation use with a lot area oJC2 .37 acre zoned T District), a dot width 43 feet alon . Gulfview Blvd. (north), a front (north) setbac o 5. feet o existing building i i. fee to proposed building); 6.S fee to ro osed sidewalk). ti:. I and .79 feet (to proposed'pavement); a si a eastj's tback'of 9.58.fee_ g waverunner.accesso _ iug}.d 44 feet (to proposed budding and decking), a side (west) setback of zero feet (to'e ' ing building, pavement and decking), a rear (south) setback of fe to existing building), 59.5 eet (to f7 proposed building) andet (to existing/proposed patio decking), a building height o 134 eet (toy top of roof deck) and a tots of 3 a s (self- park and valet in existing garage; va et -only in new garage), as a Comprehensive In ill Redevel ment Project, under the provisions of Section 2- 803.C; and (2) Increase of the permitted density by the a ocation of 68 overnight accommodation units from the Hotel Density Reserve created pursuant to Beac by Design. I 7 06 P ��9r� 6a u.,;} c VA: d" The Community Development Board (CDB) APPROVED 4e application with the following Findings of -Z 5 v 504'G Fact, Conclusions of Law and Conditions of Approval:' Findings of Fact: 1. The 2.689 total acres (2.37 acres zoned Tourist District; 0.319 acres zoned Open Space/Recreation) located on the south side of S. Gulfview Boulevard approximately 600 feet east of Hamden Drive; 2. The site is comprised of two parcels; 3. The proposal is to construct a 186 -unit overnight accommodation use at a density of 78.48 rooms /acre, which includes the allocation of 68 units from the Hotel Density Reserve under Beach by t Design; 4. A companion Development Agreement (DVA2008- 00002) that must be approved by City Council is also on this CDB agenda is, providing for the allocation of a b8 units from the Hotel Density f��ww 0� Reserve; APP Funk I l`�Of� Is' C�csJy�J TOUAL FMPLOYM w AND Aunthwiw ACTION EMPLOYER' CPS ��� November 30, 2009 Azan — Page 2 5. The proposal includes retaining the existing parking garage, restaurant, nightclub and 46 hotel rooms in the existing buildings on the western portion of the site; 6. The proposal includes the construction of a new building on the east side of the property with 140 hotel rooms at a height of 134 feet (to the top of the flat roof deck) 7. This proposal complies with the maximum building height allowable under Beach by Design and with approved and existing buildings between S. Gulfview Boulevard and the Gulf of Mexico; 8. On -site parking will be increased through the construction of a garage in the new building with 164 total parking spaces, in addition to the 220 parking spaces in the existing parking garage, for a total of 384 parking spaces; 9. The proposal includes setback reductions from all property lines; 10. Since this proposal was submitted prior to the Code amendments moderating hotel densities based on the amount of accessory uses, upon construction of this hotel, this site will become a nonconforming use due to number of rooms; 11. Since this proposal was submitted prior to some of the Code amendments moderating hotel densities and intensities based on the amount of accessory uses, upon construction of this hotel, this site will become a nonconforming due to the number of parking spaces provided; and 12. There is 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 approval of this Flexible Development case is subject to the approval of a Development Agreement with the City (Case DVA2008- 00002); 2. That, prior to the issuance of any permit, a Declaration of Unity of Title be recorded in the public records. In addition, prior to the issuance of any permits, the owner shall request the two existing parcels be combined into one parcel by the Pinellas County Property Appraisers office; 3. That the final design and color of the buildings be consistent with the elevations approved by the CDB; 4. That the freestanding sign be a monument -style sign, be designed to match the exterior materials and color of the building and be a maximum height of four feet, unless approved at six feet high through a Comprehensive Sign Program. All attached signage shall meet Code requirements, including the signage indicated as part of the water feature; 5. That landscaping material on the metal mesh screening panels on the existing or proposed parking garages be not trimmed to create any signage, unless such is approved through a Comprehensive Sign Program; 6. That, prior to the issuance of any permit, the applicant demonstrate the proposed stormwater vaults drawdown in 24 hours or less based on a double ring infiltration test result; 7. That, prior to the issuance of the building permit, the overhead door presently proposed on the northeast side of the new building be eliminated, or relocated closer to the beach area and be reduced November 30, 2009 Azan — Page 3 in size to not exceed 12 feet in width and height and the storage location of the beach equipment b indicated on all appropriate plans; 8. That the cabanas on the ground floor be used for storage only, in compliance with all Feder .E Emergency Management Administration (FEMA) rules and guidelines for velocity zones. Evidenc of this restriction of use, embodied in deed restrictions or like forms, shall be submitted to th_ Building Official prior to the issuance of the Certificate of Occupancy; 9. That, should the existing waverunner but be relocated to install the drainage pipes in accordance with the submitted plans, this structure be brought into compliance with FEMA regulations; 10. That, prior to the issuance of a Certificate of Occupancy for the new building, the existing carport- type structure on the west side of the existing building be trimmed back to the west property line, with documentation provided to the Planning and Development Department; 11. That the books and records pertaining to use of each hotel room be open for inspection by authorized representatives of the City, upon reasonable notice, in order to confirm compliance with the Hotel Density Reserve criteria of Beach by Design as allowed by general law; 12. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits; 13. That all Parks and Recreation fees be paid prior to the issuance of any permits; and 14. That, prior to the issuance of any permit, all requirements of General Engineering, Stormwater Engineering, Traffic Engineering and the Fire Departments be addressed. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (November 17, 2010). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal.of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.B by the applicant or by any person granted party status within 14 days of the date of 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 December 1, 2009 (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: www.iiiyelear%vater.com/go-,,/dei)ts/L)Iaiinin 0 0 November 30, 2009 Azan — Page 4 Sincerely, r �,AICP Planning Director S:IPlnnning DepnrtntentlCD BIFLEX(FLD)Ibtnctive or Finished ApplicntionslGulfvietvS 0619 S/tephmds (7) 2009.11 -Approved - WMGnlfview S 0619 FLD Development Order 11.30.09.doc I#E : 2.013057352 BK: 'I76y. °G: 649, 02/20/2013 at "D4 :25., r" RECORDING 2 PAGES $,1'8.50 KEN BURKE, -;C-iL OF COURT AND COMPTROLLER PIN AS COUNTY, FL BY DEPUTY CLERK: CLKDU10 4%g, 50 PLANNING & DEVELOPMENT DEPARTMENT 100 S. MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 PHONE: 727 - 562 -4567; FAX: 727 - 562 -4865 DECLARATION OF UNITY OF TITLE Property Owner: SHEPHARD FAMILY TRUST WILLIM M. SHEPHARD, TRUSTEE Property Address: 619 S- Qilfview Boulevard. Clearwater, Florida 33767 KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner(s) of the following described real property (insert below or attach legal description) situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: SEE: EXHIBIT A" ATTA= HEFMO AND MADE A PART HEFSOF BY M2720ICE do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the following particulars: 1. That the aforesaid plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to rum with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this l blh day of February 20 l 3 , at Cle"orida, WI OWN (S). (S): HARD FArfCL TR BV: fv WILLIAM M. SHEVEARDe TRUMEE COUNTY OF PINELLAS a.;"'9Pw KRISTEN 0. SAMY Sf+ ` Koury PuM - StM of FiOffd� • ' My C~. Expires Sp 17.2015 Ca"SWN 0 EE 9T722 The foregoing instrument was aclmowledgc4before me this 15th day of � � 201_, by wrTT.TAM M. SHEPHAM, on be�aTIf -,f w tot m the instrument was executed. Trust &jj),L(jj. Q, t � Notary Public Signature EIlstr:n 0. (. w4v Name of Notary Printed Notary Commission Number. Personally (mown � Type of identification produced or produced identification PINELLAS COUNTY FL OFF. 7. BK 17895 PG 650 ots 1 thru 5, Block "C ", Payside Subdivision #5, according to the map or plat thereof s recorded in Plat Book 38, Panes 38 and 39, Public Records of Pinellas County, lorida, and also beuinning at the Northwesterly corner of Lot 1, B16ck "C', Bayside ubdivision #5, as recorded in Plat Book 38, Pages 38 and 39, of the Public Records f Pinellas County, Florida; thence North 54 degrees 25' 30" W, 65.14 feet alonq he Southerly line of Gulf Boulevard] thence South 12 degrees 40' 00" W, and paralled o the Westerly boundary of the said Lot 1, Block "C ", Bayside Subdivision #5, a istance of 286 feel, to the waters of Clearwater Bay and thence Fasterly alona the bore line of Clearwater Bay 67 feet more or less to the intersection of the shore ine of Clearwater Bay and the Westerly boundary line of said Lot 1, Block "C ", of ayside Subdivision 05, thence North 12 degrees 40' 00" F, alonq the Westerly oundary of the said Lot 1, Block "C ", Bayside Subdivision #5, 295 feet more or less n the Point of Bpginnincr, Section 17r Township 29 South, Ranoe 15 Fast, Pinellas ounty, Florida. STATE OF FLORIDA•PINELLAS COUNTY I hereby certify that the foregoing is a true copy as recorded in the official records of P3 ! s o nty. Thi a + 2Z KEN URKE _Cle�ircuit Court & Comptroller 7-, 7 4 r ,9. a PLANNING & DEVELOPMENT DEPARTMENT � 100 S. MYRTLE AVENUE, 2ND FLOOR N z rn — CLEARWATER, FL 33756 "em o c TE PHONE: 727 - 562 -4567; FAX: 727 - 562 -4865 F 0 E DW4-07C �xcDArn Cn DECLARATION OF UNITY OF TITLE X � N ° rn 0 ;U ;g Property Owner: SIEPHARD FAMILY TRUST a.. o z T WILLIAM M. SHEPHARD, TRUSTEE z A Q o Property Address: .619 S. Gulfvi(r Boulevard, Clearwater, Florida 33767 w d � c g KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater o N pertaining to the issuance of building permits and regulating land development activities, the undersigned, being z the fee owner(s) of the following described real property (insert below or attach legal description) situated in the -< City of Clearwater, County of Pinellas and State of Florida, to wit: r- �i 4 ! C •I 1.91 i • ` e • ` 'i 1 •J • 01' 01 M do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the following particulars: 1. That the aforesaid plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this �J��1 day of February , 2013 , at Clearwater, Florida. WI OWNS (S): HEPHFIRD FAMIL TRU vT �-- By: WILLIAM M. SHEPBARD, TPUS M % STATE OF FLORIDA COUNTY OF PINELLAS �,4►N "�a : KRISTEN 0. BARRY ;•'r °, `� -, NoWy Public • side of "brim • : • = My Comm. Expires Sep 17, 2015 r Commission N EE 97732 '' �° �� t••'' Bo1 M TMolluh Nitionsi Notuy Ntn. The foregoing instrument was acknowledged before me this 15th day of �, 201_, by _jILLIAN1 M. SBEpHAED., on beha of whom the i/Insh- u'ment(was executed. rj, 5 e Notary Public Signature Ellstcjn 0. f�nYlru Name of Notary Printed Notary Commission Number: _ Personally known L� Type of identification produced or produced identification _moo a8 • „�.�; '`• . Valentine's Day Fat Tuesday Recipes http: / /allrecipes.com/ Recipe - Tools /PrintIRecipe.aspx ?recipeID =13384 &origin = detail &ser... 2/11/2013 tdYi Yd � €Ydttq �+16ICts L A V?r.Yo>Y (ui01104 ngtt:is9T h9M a8 • „�.�; '`• . Valentine's Day Fat Tuesday Recipes http: / /allrecipes.com/ Recipe - Tools /PrintIRecipe.aspx ?recipeID =13384 &origin = detail &ser... 2/11/2013 is 1 thru 5, Block "C ", Sayside Subdivision 45, accordinc to the map or plat thereof is recorded in Plat Book 38, Panes 38 and 39, Public Records of Pinellas County, lorida, and also beginning at the Northwesterly corner of Lot 1, BZdck "C', Bayside ubdivision #5, as recorded in Plat Book 38, Paces 38 and 39, of the Public Records f Pinellas County, Florida; thence North 54 decrees 25' 30" W, 65.14 feet along he Southerly line of Gulf Boulevard; thence South 12 degrees 40' 00" W, and paralled o the Westerly boundary of the said Lot 1, Block "C ", Bayside Subdivision #5, a istance �.f 286 feet- to the waters of Clearwater Bay and thence Fasterly along the bore line of Clearwater Bay 67 feet more or less to the intersection of the shore ine of Clearwater Bay and the Westerly boundary line of said Lot 1, Block "C ", of tayside Subdivision 05, thence North 12 decrees 40' 00" E, alonq the Westerly oundary of the said Lot 1, Block "C ", Bayside Subdivision #5, 295 feet more or less Cn the Point of BPn_fnnincr, Section 17; Township 29 South, Rance 15 Fast, Pinellas ounty, Florida. EXHIBIT h ii July 6, 2011 Brian A. Barker, P.E. Deuel & Associates 4625 East Bay Drive, Suite 211 Clearwater, FL 33764 RE: FLD2008 -12033 — 619 S. Gulfview Boulevard Time Extension Development Order Dear Mr. Barker: On November 17, 2009, the Community Development Board (CDB) approved the above application with 14 conditions for (1) Flexible Development approval to permit the redevelopment of an existing 96 -unit overnight accommodation use in the Tourist (T) District to a 186 -unit overnight accommodation use with a lot area of 2.37 acres (zoned T District), a lot width of 243 feet along S. Gulfview Blvd. (north), a front (north) setback of 15 feet (to existing building), 11.2 feet (to proposed building), 6.5 feet (to proposed sidewalk) and 6.79 feet (to proposed pavement), a side (east) setback of 9.58 feet (to existing wave runner accessory building) and 15.44 feet (to proposed building and decking), a side (west) setback of zero feet (to existing building, pavement and decking), a rear (south) setback of 22 feet (to existing building), 59.25 feet (to proposed building) and zero feet (to existing /proposed patio decking), a building height of 134 feet (to top of roof deck) and a total of 384 parking spaces (self- park and valet in existing garage; valet -only in new garage), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 803.C., Community Development Code (CDC); and (2) Increase of the permitted density by the allocation of 68 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. On October 28, 2010, a request was submitted for a one -year time extension to apply for a building permit to construct the improvements on this parcel. The request cited the problems of the slow market conditions that are also affected by tighter construction lending and tourism issues related to the BP oil spill. The original application was submitted prior to the adoption of Code amendments for overnight accommodations; and in consideration of said amendment, and in accordance with the provisions of Section 4 -407, CDC, a six -month time extension to May 17, 2011, was approved to submit an application for a building permit to construct the site improvements on the subject property. On June 22, 2011, a proposal was submitted for minor revisions to the development proposal. The revisions are as follows: • Reduction in the number of overnight accommodation units to be constructed from 186 to 160; • Reduction in the number of overnight accommodation units being used from the Beach by Design Hotel Density Reserve from 68 to 42; and July 6, 2011 Barker — Page 2 ■ Reduction in the height of the proposed building from 133 feet above BFE to 87 feet above BFE. In accordance with Section 4- 406.A., CDC, the revisions proposed are deemed to be a Minor Revision and are APPROVED. All conditions of approval from the original CDB approval of May 19, 2009, are still in effect. Should you have any questions, please feel free to contact Robert G. Tefft, Development Review Manager, at 727 - 562 -4504 or via email at robert.tefft @myclearwater.com. Sincerely, Michael Delk, AICP Planning and Development Director v&R -- 40 bl� zoo = t o .at u W-- �^ QjJY S CDB Meeting Date: Case Numbers: Agenda Item: Owner /Applicant: Representative: Address: November 17, 2009 FLD2008 -12033 (Related to DVA2008- 00002) DA. (Related to E.3.) William M She hard Trustee �4f ov_ "\01 mMr 4 ff� m_' u-L) 0 , 2.0 wvu'�� p Alex Azan, Keith Zayac & Associates 619 S. Gulfview Boulevard CITY OF CLEARWATER 0 Y N✓ PLANNING AND DEVELOPMENT DEPARTMENT 1� , UYI STAFF REPORT I J W GENERAL INFORMATION: , r© ` -f REQUEST: (1 ) Flexible Development a pp roval to permit the redevelopment of an existing 96 -unit overnight accommodation use in the Tourist (T) District to a 186 -unit overnight accommodation use with a lot area of 2.37 acres (zoned T District), a lot width of 243 feet along S. Gulfview Blvd. (north), a front (north) setback of 15 feet (to existing building), 11.2 feet (to proposed building), 6.5 feet (to proposed sidewalk) and 6.79 feet (to proposed pavement), a side (east) setback of 9.58 feet (to existing waverunner accessory building) and 15.44 feet (to proposed building and decking), a side (west) setback of zero feet (to existing building, pavement and decking), a rear (south) setback of 22 feet (to existing building), 59.25 feet (to proposed building) and zero feet (to existing /proposed patio decking), a building height of 134 feet (to top of roof deck) and a total of 384 parking spaces (self- park and valet in existing garage; valet -only in new garage), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 803.C; and (2) Increase of the permitted density by the allocation of 68 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. CURRENT ZONING: Tourist (T) District CURRENT FUTURE LAND USE CATEGORY: Resort Facilities High (RFH) BEACH BY DESIGN CHARACTER South Beach/Clearwater Pass DISTRICT: PROPERTY USE: Current Use: 96 -room hotel /motel Community Development Board — November 17, 2009 FLD2008 -12033 —Page I of 13 GA 6.5 feet (to proposed sidewalk) and 6.79 feet (to proposed pavement). Due to the angle of the front property line, the proposed front setback to the building is at the northeast corner of the building, as the setback increases toward the west. The 6.5 -foot setback is to a sidewalk leading to a storage room on the east end of an exit stairwell. The site has been designed with a drive access from the entry area to the parking garage in the new building, with the edge of the pavement at 6.79 feet to the front property line. This setback, along with the landscaping proposed between the property line and this edge of pavement, will provide sufficient protection to pedestrians on the public sidewalk within the S. Gulfview Boulevard right -of -way. An existing waverunner accessory building is proposed to be retained, which is located at a side (east) setback of 9.58 feet. The proposed building and decking is proposed at a side (east) setback of 15.44 feet, which exceeds the minimum side setback requirement. The proposed building is located at a rear setback of 59.25 feet to the south property line. Staff notes that the architectural design includes tapered fins on the front (north) and rear (south) sides of the new building. While the bottoms of the architectural fins at ground -level are closer to the building, the upper reaches of the fins are closer to the front property line and the seawall at the rear. Adjacent to S. Gulfview Boulevard, the top of the tapered fin is located approximately 19.83 feet from the front property line. At the rear, the Building Code requires an 18 -foot setback to seawalls due to the deadmen. The top of the tapered fins are located approximately 11.67 feet to the seawall, which will require a variance to the Building Code seawall setback requirement. Maximum Building Height: Pursuant to CDC Table 2 -803, the maximum allowable height for overnight accommodations can range between 35 — 100 feet. Section B.1 of the Design Guidelines of Beach by Design allows the building height to be increased to a maximum of 150 feet for properties that obtain additional density from the Hotel Density Reserve for properties located between S. Gulfview Boulevard and the Gulf of Mexico. The proposed building is 134 feet in height from Base Flood Elevation (BFE) to the flat roof. This site is located within the South Beach/Clearwater Pass character district of Beach by Design, which does not prescribe any maximum heights. This proposal complies with the maximum building height allowable under Beach by Design. There have been other projects approved at a maximum height of 150 feet within this same South Beach/Clearwater Pass character district between S. Gulfview Boulevard and the Gulf of Mexico. Minimum Off - Street Parking: When this project was submitted for review, the minimum required parking for overnight accommodations was one parking space per room, or a minimum of 186 parking spaces. The existing parking garage contains 192 regular parking spaces and 28 overflow parking spaces during peak demand (total of 220 parking spaces). The existing garage will operate as self -park for hotel guests and as valet parking during peak demand. The overflow parking is by valet only. The proposal includes constructing a four -level parking garage as part of the new building, which will be by valet parking only, with a total of 124 regular parking spaces and 40 overflow parking spaces during peak demand (total of 164 parking spaces). Overall, this site will contain a total of 384 parking spaces (316 regular parking spaces and 68 overflow parking spaces). The proposal includes 2.06 parking spaces per room. CDC Table 2 -803 has been amended to require 1.2 parking spaces per overnight accommodation room. At this new parking ratio, 223 parking spaces would be required. From an amenities Community Development Board — November 17, 2009 FLD2008 -12033 — Page 6 of 13 BUILDING ELEVATION KEYNOTES O PRE- FINISHED STANDING SEAM METAL ROOF e o c e Oz ORNAMENTAL 42" GUARD RAIL (PREFINISHED OR PTD) ' I O STOREFRONT WINDOW SYSTEM 1 Oa PREFINISHED OR PAINTED METAL GATE " DECORATIVE FOAM BRACKETS 0 D. O 5/8" DIRECT APPLY STUCCO SYSTEM ON i WATERPROOFING � . 1 CD PRE - FINISHED METAL ROOF ON PREFABRICATED METAL TRUSS- SEE STRUCTURAL DRAWINGS 7>� 7 Os HOLLOW METAL DOOR AND FRAME EL= +77 <- Os EXISTING HOTEL TO REMAIN N T.O. PARAPE�TBRG. 10 OVERHEAD COILING DOOR EL? �6T 4• u MAIN Root 11 DECORATIVE FOAM BANDING J i b 5 5 1z 1-1/2"V-GROOVE STUCCO REVEAL EL . =III" '� 13 DECORATIVE STUCCO PATTERN sr� - 11 PREFINISHED METAL ROOF ON PURLINS OVER a 2 STRUCTURED BRACKETS (GALVANIZED AND PTD) z 1s 42" STUCCO CRASH WALL PERL"OLA EL.= HT-f -A it2YtaS8fearp Flwrt. 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I1111111111111111111111111I1 !IIIIIIII11llilIll 111111111 111111111111011111!1 ►11111111111111!1111111111111►■ -�— �. - ���r rr�: �►r.�rrrr!�►r.�rrs�.;►:r.�rrs�i ii111i11111ii11i111i11111ii11 �. ■.c�:.. �a..:` -�.. a� ;, �� -- • =�� �■ ,■.i:• ■il ii i:il iG, 1 i I���C ���II1 -- __ii in—I ailled nilt 13 j, 0 9 8 7 6 C, J 3 PROPOSED UNIT MATRIX 2 4 5 6 7 8 TOTAL `0 PROPOSED GROSS FLOOR % 2 3 4 1 I.N 5 6 7 8 TOTAL / SOU A I ld90 S3f)W!,",� N CQ L UNIT A (WATER SIDE) 0 0 12 0 0 0 0 0 12 11% PARKING GARAGE 0 7,688 10,943 0 0 0 0 0 18,631 > o C) cn, J UNIT B (WATER SIDE) 0 0 4 — UNIT C (WATER SIDE) 0 0 8 4 4 4 4 20 0 — 4 0 8 8 8 8 17% HOTEL 1,239 4,696 6,015 10,991 36% ACCESSORY 0 4,580 0 0 10,991 10,991 10,991 7,570 0 0 0 1.357 63,484 5,937 Avw W C)o m 0 0 0 UNIT D (HARBOR SIDE) 10 F12 22 L 0 0 F— 0 F4 0 10 10 10 0 - 22 22 12 112 36% BALCONY 0 1,642 762 1,416 _F17,720 12,407 100% TOTAL 239 18,606 1,416 1,416 1,416 1,126 12,407 12,407 12,407 10,053 9,194 97,246 7 J -ji I_t I > r-j r C lLf �w°uEaTs TOTAL UNITS Luz, m U) rnC 0 0 V) r K 'a m EXISTING 7-STORY PARKING GARAGE X .. ........ ....... r"J EXISTING GIFT S Flop ... ... . . ..... 1A Vq BUS DROP-.'JFF -- - - - - -- - - - - - - - - - ... . . ...... k A 7, 7� V\) Ar !.IFT /// ' STATION 40 /// C I 1, J — — — — — — F/ ........ .. -------------- ki, Q4,"., i' E 14 'SJ% f; C L A -ilroet, 325011 t 8 5 0 3 7,5 8d 8 5 1 f. 850 0235 Ll ...:.. C --- C L E OW AT E R 'AP 10 3 f I U cy F_ r +.r8 3 3 7y11') / -J // E 72 4,3 8 91, 9 0 1 f. 7 2 7 4 3 V9 4 i__ff �H ---------- -- -- -- 2 dlr�lwhig is Hhe proporty Of 'X boo 1r i Peloramecz, inc. and Hgay 110.1 De Urle( .1 Or without Writ tert from inc. Fl- — — — — — — A OD L _j STAIR A STAIR B G STORAGE 7 /111 _7_1 STORAGE 14'-02" LOBBY STORAGE F __1 EL +0'-0" (6.3'+/- NGVD) G ND FLOOR TOWEL CHAIR/TABLE CHAIR/TABLE ISTVAN L. PETERANECZ #AR94533 STORAGE STORAGE STORAGE FLORIDA F, ----POOL hit BEACH RENTAL OPEN LQUl1'MtNl OE PROJECT TITLE: F TO F EXISTING 2-STORY ABOVE L — — — < RESTAURANT T r 0 _j 771 ILL L E • > E HOT TUB L P/L '14n <301 w W m — — — — — -- — — — – -- — — — --- — — — — — — — — — — — P 0 0 L 6/1\�y HOT TUB— x rl > w < 0 L STAIR d" \ < EXISTING �; ., f `y 2-STORY HOTEL HOT --TUB J ui Dz- (s) .4- -- — — — — — — — — — ll� M ISSUED DRAWING LOG: A# DATE. ITEM: ---- — — — — — — — — — — — — — — — C Ho L is Z� Z� Z\ Z� L 0 /00000 X `_t__- - - ----------- ----- PROJECT NO. SHEP1 0.01 - - ----- DRAWING TITLE. . ..... BAND S T A N D FIRST FLOOR B------- GROUND FLOORPLAN ISSUE DATE: SCALE: 1/16" V-0" LITTLE PASS 6.22.2010 -- - - -- ------ N SHEET: vc\ PROJECT NORTH At R A. 1 Originall o( A Al 2 2 71 01 01 f 4 12 1 4 1.0 9 .7 6 5 4 3 P A C p! & Deve ailled nilt 14 1 v 1s [ 1 L I 1 /. 3 fdy4!: 1 I I II I I II II I [ I I I II 11 I II I I = I - E-1 — - L — I = Il D Imal 12 �.1 10 I EXISTING 7 -STORY PARKING GARAGE I / / I I I EXISTING 2 -STORY RESTAURANT EXISTING GIFT SHOP 9 /J II i A ♦ \. - - -- �� O _ B — — — — r — — — t ELECTRICAL — GENERATOR � � T �� �. — - - -- — — I i I I I I I ---- - - - - -- I I I I l I / LITTLE PASS ELEV. EQUIP 0 I STAIRA IT (=1 I ELEV.LOBB II II I I II z I II j r I I� I I PUMP/BOILER Ix EL '.= +17'-2" SPRINKLER r C DECK PARK LVL _ I � � FIRE COMM — HOLDING � —z- KITCHEN r 2ND FLOOR I I — — STAIR B MEETING ROOMS I I < C1 I 4,580 SF ED _1 I I I I I I I I I I WOMEN OE I I I I I I I I I MEN CORRIDOR N u I I I I N TERRACE I N I F 4, t- LN c/_-_- 1 —i d t' J C1) 4.1.1 P/L \\ I ------ -------------- \ - - -- - -- ___\ j 0 0 x I \ I I� SECOND FLOORP SCALE: 1/16" = V -0" } i I I I I I 2 G r A: iy ;�rc)4ti'r,r1 6y�,4ay�,c.�! a�", kca.°:°. �'" a ^���..�a�`waaawjw�4S✓�la'�e`. 1 1 U -s! Str t.rn trGr + 32501 1 350 375, BeISS I f. Syr} 439 0235 CLEAM it ROC;arb � ,;,,'R `;7'56 t I27' 488 9490 1 r 727 t46 3194 i hi^, drwving la the pIr,perty OI beii ,r f�et7 rane;cz, inc. nand rf:ay not i:,e us,ed or repi,oduced without Imitten pPnnisslon f(orn bc.- lar + r',esf�sr<. ns[;z, inn. ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: -g 8 7 0 6 5 4 3 2 0 . � L.L o -j 0 m W z ;F sovey W W m > W I-- - _j J Q Q U) < E� W r--W °U -Cnm J ISSUED DRAWING LOG: ## DATE: ITEM: 0 0 0 0 0 0 0 K ' 1 I� 0 A �✓� ..4 ....- SHEP10.01 DRAWING TITLE: xv i7 B ♦ - ISSUE DATE: \ 3rCl � I rirr (n � i ��•ira� i a K ���� -- _ A . 2 Original Ronived ' SCHEMATIC 1 PAC N, G 19 C& 'J ` �y�M"ril ...... .. % 1. op _� ♦ \. - - -- �� O _ B — — — — r — — — t ELECTRICAL — GENERATOR � � T �� �. — - - -- — — I i I I I I I ---- - - - - -- I I I I l I / LITTLE PASS ELEV. EQUIP 0 I STAIRA IT (=1 I ELEV.LOBB II II I I II z I II j r I I� I I PUMP/BOILER Ix EL '.= +17'-2" SPRINKLER r C DECK PARK LVL _ I � � FIRE COMM — HOLDING � —z- KITCHEN r 2ND FLOOR I I — — STAIR B MEETING ROOMS I I < C1 I 4,580 SF ED _1 I I I I I I I I I I WOMEN OE I I I I I I I I I MEN CORRIDOR N u I I I I N TERRACE I N I F 4, t- LN c/_-_- 1 —i d t' J C1) 4.1.1 P/L \\ I ------ -------------- \ - - -- - -- ___\ j 0 0 x I \ I I� SECOND FLOORP SCALE: 1/16" = V -0" } i I I I I I 2 G r A: iy ;�rc)4ti'r,r1 6y�,4ay�,c.�! a�", kca.°:°. �'" a ^���..�a�`waaawjw�4S✓�la'�e`. 1 1 U -s! Str t.rn trGr + 32501 1 350 375, BeISS I f. Syr} 439 0235 CLEAM it ROC;arb � ,;,,'R `;7'56 t I27' 488 9490 1 r 727 t46 3194 i hi^, drwving la the pIr,perty OI beii ,r f�et7 rane;cz, inc. nand rf:ay not i:,e us,ed or repi,oduced without Imitten pPnnisslon f(orn bc.- lar + r',esf�sr<. ns[;z, inn. ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: -g 0 ry 0 � L.L o -j 0 m W z ;F W W m > W I-- _j J Q Q U) < W r--W °U -Cnm ISSUED DRAWING LOG: ## DATE: ITEM: 0 0 0 0 0 0 0 0 A �✓� PROJECT NO: SHEP10.01 DRAWING TITLE: SECOND FLOOR B ISSUE DATE: 6.22.2010 SHEET. A . 2 Original Ronived ' SCHEMATIC 1 PAC N, G 19 C& 'J ` �y�M"ril mt 14 13 1.2 11. 10 9 8 7 6 � z 3 2 1 11 1 4 4 — - - -;a ,s a Y �”' \ v — g e 1 • __ /4, _ EXISTING 7 -STORY \ \_ 14%, PARKING GARAGE EXISTING GIFT SHOP rr e;—nd A -- — — _ -- — - - — - — -- - -- — — r II O PARKING DECK BELOW I f -- ���ViAC.�L A 1-13 West Strom .strr t;r, 22501 8485 I i. 650 439 0235 - - - -- - - -.� -_ - - - -a- — - I I -.� -o- -- -__ -Jo - 90 i R o. a 2 S)r 3 3 776 t 72 -/ if 3 4 0 1 1 721 4dtu 31 J4) txua — - -- PARKING DECK BELOW MEETING 79 -s ,. OUTSIDE POOLDECK o N 15'x2; POOL EXERCISE 570 SF I' IX _ -- -_ -- I l.;i u az inq is lS -iN U oport of pei, „,raft G'CL, Inc. and i') +s`y )101c l!f3C t f !F;j)'sOCiLiCBri Wltt'lOtlt VNflrtt n jJP'>rmisStOn t1'OI'i'1 I 787 SF � ''be-h ar -F pe!";rane(;2, Inc. - — — I I - —�� � �_ WOMEN �s STOR. / I EL= +79'_4•' � r 8TH FLOOR T I O M1 ELEC /COMM STAIR A 0 o HSKP 0 STAIR B _ - UNIT C UNIT C UNIT C UNIT C UNIT C UNIT C UNIT C UNIT C o a o I< I I I I - I 12' -0" rMi I I I I ELEVACBBY o f I UNIT UNIT I UNIT UNIT ISTVAN L. PETERANECZ 12' -0" #AR94533 — O O O O O O 10 FLORIDA PROJECT TITLE: F 4 EXISTING 2 -STORY RESTAURANT tO O2 11 12 CI �` I — - - -- - -- - -- - --- -- I I _ _X 0 L�-- _ I I I 1 I 1.1 2.1 2.2 3.1 4.1.1 6.1 U I �^ """ VJ W P/L W Uj m ,- - L - -- - -- - ct L W - -- - - -- - -- l Q W U c)� I I / U) <Q cn m i co U - -- ---- ----- - - - - -_ ------- ------ __�_._-------_- ISSUED DRAWING LOG. A DATE: ITEM: _ -- - -------------- D _ I � � I 0 Ix PROJECT NO: DRAWING TITLE. 8TH FLOOR ♦ �� ' 8TH FLOORPLAN 1 SCALE: 1/L = 1' 0" ISSUE DATE: LITTLE PASS 6,22.2010 -------------- -- ♦ 2 SHEET: f D V C E NCf == II ___ QL) PROJECT NORTH A-5 Original R SCHEMATIC 1. 4 I 1 1 I �) ? 7 i ,1 j w9N, PACKAbsping Dc reiv d oloprnvont ( i, MR I B A 11) 1-4 14 1.p 13. 12 4.1 1 1") 9 7 5 C 1ELEVATION ) NORTH LE SCALE: 1/16" 77-, 6R N D_FL 00 R 12 10 SOUTH ELEVATION C 2 S=ALE: 1/16" = V-0" 5 EL.= +48 ' _6" G DECK FLOOR EL.= +40'-8" 6, F DECK FLOOR O EL.= +32'-10" E DECK FLOOR C? EL.= +22-0�.- D DECK PARK LVL O EL.= +17'-2" ti C DECK PARK LVL O EL.= +9'A" B DECK PARK LVL EL.= r0'4' GRND FLOOR K r T_j A -6, kl 0 1 Z je� t 00,21-2 ed P E NS A f'; 0 L A 143 Went Strong Sltro�et, 32501 L 850 'j75 I f. 1350 4:3.002:35 C L L A IR ATE A 10 31 F3 o ye r 6 S t (e e f,, 33756 H L '/27 488 9,190 1 f. 727 446 3 194 =M1=%-,.'-§L13ffY1Z Thi..., dr�.Iwinrj is HIG pro.periy of behar r peieranacz, inc, and ffilav nai br_, u,ed ",r rprodut;ecj without written fro(jr) behar + petoranocz, inf;. ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: 0 son 0 O�-- ' U- C) > 0 1 c) w U) 00 w LL, ry > LL W W v cq < U) Ljj r-- Lu C� m (COD cd ISSUED DRAWING LOG: A# DATE: ITEM: A A A A A A A U 11c, M11,21,08,11, PROJECT NO: SHEP1 0.01 DRAWING TITLE: ELEVATIONS ISSUE DATE: 6.22.2010 SHEET: A.6 Original f A JUN P, SCHEMATIC 9, rye PACKAGEnning 6, L Ncelved loll 0 ti -A rf) rr i to rn K r T_j A -6, kl 0 1 Z je� t 00,21-2 ed P E NS A f'; 0 L A 143 Went Strong Sltro�et, 32501 L 850 'j75 I f. 1350 4:3.002:35 C L L A IR ATE A 10 31 F3 o ye r 6 S t (e e f,, 33756 H L '/27 488 9,190 1 f. 727 446 3 194 =M1=%-,.'-§L13ffY1Z Thi..., dr�.Iwinrj is HIG pro.periy of behar r peieranacz, inc, and ffilav nai br_, u,ed ",r rprodut;ecj without written fro(jr) behar + petoranocz, inf;. ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: 0 son 0 O�-- ' U- C) > 0 1 c) w U) 00 w LL, ry > LL W W v cq < U) Ljj r-- Lu C� m (COD cd ISSUED DRAWING LOG: A# DATE: ITEM: A A A A A A A U 11c, M11,21,08,11, PROJECT NO: SHEP1 0.01 DRAWING TITLE: ELEVATIONS ISSUE DATE: 6.22.2010 SHEET: A.6 Original f A JUN P, SCHEMATIC 9, rye PACKAGEnning 6, L Ncelved loll (_; mm, E 1) um, 13-.uI 7 t4 13 1 1-0 9 8 7 6 5 4 1 2 1 3 1- _�L 1.1- GRND 00 R 0 1 WEST ELEVATION LE 1116'. = 1' -0" A 9- 1 i3 0 12 C' EAST ELEVATION 2 � SCALE: 1116. = v_o., 101 N 5 BUILDING SECTION �3 SCALE: I/16�-=r-0' 'Yj W. C2 6 O O 6 m 'w, KU11 .4 . F—F-4 13 '01e t S t o? I g +trr 0r, ;, , ;,25±71 1 8 t`i 0 31 / 5 8 118, 5 1 f 650 4 3 0235 f L E AA R IN A T E F-I �i 10 3 R co q, i, r t r e. e c 37 t _?�17 4188 9490 1 T. 727 this,' 319 Tlhi;; diuming is the properttv o! behar I pelerariecz, inc. and may not bt_, used' or re , prodij�,ecj without wri"ten pe'uni"ision (tom btf haf + peieraw;c;z, 1i1c. =G ISTVAN L. PETERANECZ #AR94533 FLORIDA PROJECT TITLE: 0 0 O �- . LL > 0 _j o co < < (/) w W w co > H w W v Z) < < ry c/) < W 'r--w U) ISSUED DRAWING LOG: A#DATE: ITEM: Z — A- L_ A- A A A- A- A- A A PROJECT NO: SHEP1 0.01 DRAWING TITLE: ELEVATIONS SECTION ISSUE DATE: 6.22.2010 SHEET: A.7 Original R,,,ce SCHEMATIC JUN 2 1 7911 PACKAGE I L wil a I J &,I I H= I Gm I F am I E fia I C =r 14 9 13 a NORTH ELEVATION SCALE: 6 , l 0 6RN D-F-L O0'-R- - - - SOUTH ELEVATION SCALE: 1/16" = V-0" E L.= +48'-6" G DECK FLOOR O EL= +40'-8" F DECK FLOOR q 32'-12"0- L6 L F DECK FLOOR EL.= +2 LVL D 7 40 DEC PARK E L +1L2"# C DECK LVL B DECK PARK LVL EL.= +0'-0" .4L GRND FLOOR Awol 1 9 1 9 N I M N I U 9 9 1 1 15 14 13 12 1 1. 10 9 8 7 6 55 4 3 LO co > N 11 10 9 8 7 6 NORTH ELEVATION SCALE: 6 , l 0 6RN D-F-L O0'-R- - - - SOUTH ELEVATION SCALE: 1/16" = V-0" E L.= +48'-6" G DECK FLOOR O EL= +40'-8" F DECK FLOOR q 32'-12"0- L6 L F DECK FLOOR EL.= +2 LVL D 7 40 DEC PARK E L +1L2"# C DECK LVL B DECK PARK LVL EL.= +0'-0" .4L GRND FLOOR Awol 1 9 1 9 N I M N I U 9 9 1 1 15 14 13 12 1 1. 10 9 8 7 6 55 4 3 m G ISTVAN L. PETERANECZ #AR94533 FLORIDA I PROJECT TITLE: F 0 —j U- ry > T- o 1c) 00 < w W Lu c� > W -D¢ < U) < W LU y C� D cn (d) ISSUED DRAWING LOG: ADATE: ITEM: o - PROJECT NO: SHEP1 0.01 DRAWING TITLE: ELEVATIONS B ISSUE DATE: 6.22.2010 SHEET: A.6 Original Rood A SCHEMATIC PACKAGE 11filij, Ll D7,"Iff'slop, LO co > N W O C" rn 11a T- C) 04 , < uj CO fM � (:�, Cj) C'4 W0 < 1•L121 T- 6- LL1 T- o' to U. En Nt K. . . . . . [-4 m G ISTVAN L. PETERANECZ #AR94533 FLORIDA I PROJECT TITLE: F 0 —j U- ry > T- o 1c) 00 < w W Lu c� > W -D¢ < U) < W LU y C� D cn (d) ISSUED DRAWING LOG: ADATE: ITEM: o - PROJECT NO: SHEP1 0.01 DRAWING TITLE: ELEVATIONS B ISSUE DATE: 6.22.2010 SHEET: A.6 Original Rood A SCHEMATIC PACKAGE 11filij, Ll D7,"Iff'slop, LO co > N W O U- CD T- C) 04 , < uj CO fM � (:�, Cj) C'4 W0 < CI) 0 T- 6- LL1 T- o' to U. En Nt K. m G ISTVAN L. PETERANECZ #AR94533 FLORIDA I PROJECT TITLE: F 0 —j U- ry > T- o 1c) 00 < w W Lu c� > W -D¢ < U) < W LU y C� D cn (d) ISSUED DRAWING LOG: ADATE: ITEM: o - PROJECT NO: SHEP1 0.01 DRAWING TITLE: ELEVATIONS B ISSUE DATE: 6.22.2010 SHEET: A.6 Original Rood A SCHEMATIC PACKAGE 11filij, Ll D7,"Iff'slop, K. . . . . . [-4 WA PENSACOLA 113 West Strong Street, 32501 t. 850 375 8485 1 f. 850 439 0235 CLEARWATER 103 Rogers Street, 33756 H t' 727 488 9490 1 f. 727 446 3194 This drawing is the property of Behar + peteranecz, inc. and may not be used or reproduced without written permission from behar + peteranecz, inc. m G ISTVAN L. 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I . -,.- 1, , " t" -1-- . -- .-- I -v . � I ll� I I ,,,, ' I �- L-- t e- � LLJ - I — � I I -- I -- r . .. � � � I IN ... 11 — o I .11 r '�Vr'� I I , "", � � --- C) ! TZ) ,- ' :P� � � .1 . - jl� I . ; -. , 41 I 11 I 11 r I I . ��:`--' � ' � "�� - . ,- , "il �, lsim . I Jr, I ; " � . TIA--L�� i Uj Ij , f - ly i I I&M ,am 8; = e e e , I" . , ", I , � ;.. -1, ' � 1� '. I I , ", ,- ' .� . I'll "� �' ' rl 0:7 ::�' . :- ::�-3 ,� I � - t - �. mrm� 111muffiffamg 99 v M PROJECT NO: I - `� L - I I . -- - ----- ,-r , C L� i " I . - I - I ( I I � 1, - ' i �i' , i, I � i , ,"� � �' . - .:� [ MA"- .1- � - t ; = ; Z� "U 11); . ' C j SHEP1 0.01 - �- $ , I . I . ;l"" I i - - -.,- ---- -- ,----, '... -- ----- . �i: 1: - p-_,q .-j -3 F+ Cl 7q8 0 2LN R +13' 0 'NGVD) � I -- ,� �'.. � :t - --l- : � " . . - - . " - ---- I e � - ; �"'� i --. '��14: '�'j - - I - I a - !�z - '-) DRAWING TITLE: 'k (EL .= - - - --T I 1 I . - 1 � ; - li , I - - - - - - - - - - - - .-- - I - - - - �- � - - - . - - 1. - -F .?.j @ 9 ,.-? : 90 BASE FLOOD 0 '- 01 " � �� ;� - �� I : ,,, - I ... ' . I I I -1 1: I.- - I I -77 z -, -,---7. -r' i 4O , , , � i ; �' � "'� i � : I -M--- - 2 ':�' �- � 11 , I I I � � . !, �� ; P2-'j' C.), - EL.= +0'-O" r. . � -- ..- � I - -'-- �-- - I f T ! I --I, . ) ELEVATIONS & �F (EL.= 6.3'f-/ NGVD) . I �. ll.- - - - �� - .... � - � --,- 11 -- - - i.1) , i - I 110 r -0 , i GRND FLOOR -=-=.::-I <.') SECTION B m /"'� EAST ELEVATION -'---.-- �m Ij �VO- ��� ISSUE DATE: �!�SCA�LE-1/16- = 6.22.2010 � -11- 1. I i I , , 11 . SHEET: A.7 .". .!'A t .A A m . I a I a I N 8 I I a a I -m A SCHEMATIC 15 14 l 3 L2 I I 10 9 8 � 7 6 D 4 3 "? I PACKAGE JM 2 2 I .eU."'Iff" 7911 ili,inning �� I velopment I LEGEND PROPOSED LEGEND i..o DIRECTION OF FLOW ti EXISTING ELEVATION Q -� + ELEVATIONS ARE BASED ON NAVD88 I'll Q" 18.87PROPOSED ELEVATION \ a�"' JP / NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO y�ti ``V� THESE ELEVATIONS FOR TOP OF CURB HEIGHT. x \ +a �° w (MEG = MATCH EXISTING GRADE) ,, . a, a` �' 12,. I-. s- \ ay1 p �� —0— 6' CHAIN LINK FENCE , , 12 \ x �(i -- -- SILT FENCE r �f ,// , . 9'Y�Y %� xkh'� � .J ?arl,1 '11Y '1.,18 O NUMBER OF PROPOSED PARKING SPACES k1 ] + 1� Q% .w I` is ' ;I` X REMOVE EXISTING TREE s SCIR 1/2' +, ti, 6 � -j \ « rr L6.4513 `y ?, PREVENLOR — ' a1� ,{ r� / ; T,� a t� r �.%° / I 1. ;,� 15 CHECKOVALVE eky� :, ,. I x�cA :hits I" :,a.!;7 n�o;' . x FIRE DEPT -r , ' a� wti '' ,11 E,t�f \,� 1 i _ f/ CONNECTION , fiC � 1ti I :/ fah x » s� s 3 , a,1 , W. y :.. 4.,- .. : s� 1. •. 910 6101 '? 4° i #/ �, 2" GAS I * 45x31 r . "' 1, / -F) 1 VENT PIPE L f - % 4'- a a i, �1 *.. k '� ° ��/ \Grata e =_ b�' TBM Z4 , 4, a� - / `� ' �, t /' / r t� k�ti tai / a� T �' Set 'X' in Concrete i .S _ r ,i;)t'1 716 .... 8h ;. 1 6 �1,` ^V /�r1 w4ti i Y` ~'1 °_a� r� /t �f Itetr r 2.� :' Sidewalk 61 _ ` 11 Elevation = 4.62 1. J sn 1 1 ca, 1 F \ k i =/.a k % 4 k r 3 3 ' 1 h e, y �r'_x �,_. ., x �• %� R6 w0y 10" i ,,,I x , wall P , d w i Q ! 1 r. P ", J" /jjj ❑ SE 'p � .y vP = . �!. .'...3'1 ? ,`T. -) /' !r a�'„y *r ! t1R PF'1 b $ '�, °.? e ` `•�,= ^F+ \ Ill . $ )d' h�'1 „ K r,r A/JV(, ' •1 p11 r°1 ( YY a p G ,... g , 911rr} R \ 1 51 r ��� .! i� •j j= j i : r : f r : ^r • erg �% x r', �?� !I" � S'�sj - = 1'` \ 1 ..� tt a n ' r r i ,y) 67 , 0',) ° 2 i ��_,t. k(� iS i a� 4vJ x -,--- \ , „r 10" v,,1� k - F�/ L, 0 f r 1 ! t i 9.' 1; ° x' a x s a w,L`' - �./ e: 1 -`Tk k „ [n� i. tl� t ,', 1f 1 r _. - - �� �a i j: r is h 2 !" - „1_I;,::r c xr ? O ' ' aU 11 s t , e . :, ?4, � 0• �' ,,�' �o„ Y �c� I ' : l�lr4 f _ i.._.. ; , r . ..... 1 11 -1- 3 f :, r j „,;, ry �,, :Y ei, c�AJ k °y lt'�, TBM '! '` r i, ' 'd �'-6 qJ• Set 'X' In Concrete r Il 1 °5� r 11 " INV - x ° r 1 _ n ,?k.,'b ' rl k` :., ,Si C,'.3,,., '- ". :` /';'_ r 1 = Fes'` ,ryp1 ✓� 11 , Sidewalk T hy� ° a� , h Elevation = 4.72' TOB TOP OF BERM 7 y r( r i .,.,, 1 TOS TOE OF SLOPE =_� 11 l� 'J. ;� * �� `$ �r 1 J TRANS TRANSFORMER �' ] , _ j Z5. %L' /WP TOWNSH /P - '� x . •I UP UT /L /7Y POLE ; ` r "g° I 1� r °`� _ r 6 t�, � hd° I V- WF WOOD FENCE , i 1,x ✓ , WM WATER METER r! M 11 ��, x j r ^ i b° r, / .___ :, _ CONCRETE _... -;.. c, (x E, 1 11 : /"� ,. , $ r� r - _7 ._,-, -. J.re, J,_..,, ,. 6'.`101 1. ^ ^` •C;� !.'.. .. :.,7 -•? =_ ; e. BRICK ,,,, 1 ;1 �°° 1 - O \ n i ': .,3,, T " ti - = 7 ,'r t_, 6'11 a o7p�p� 4 4 9 / j 1: il ,t:, d 0 \ ry� r W6. 1 'nr ., m -j. �,m - 1 �r 0 0 r ° _ C NST SIGN f „ rI',� _ '� �1. CONST. 6" VERT. „M; - \ 1 CURB w 6'4�' j "„ , "-. x jf:. ! 1 r' . Ar �. `'�. ` (TYP.) $ q, - f' , , ; iI 9 ' :. 1-1 '' °' x r 4 -p: r, : I h N h c LEGEND SYMBOL UANM BOTAN ICAL NAME COMMON NAME COMMENTS U PROPOSED LEGEND LIGUSTRUMJAPONICUM SOUTHERN WAX PRIVET 8' HT, MULTI -TRUNK WR 9 WASHINGTONIA ROBUSTA WASHINGTON PALM i.� DIRECTION OF FLOW 24 SABEL PALMETTO CABBAGE PALM 10' -12' CLEAR TRUNK HEIGHT AW 2 ACOELORRHAPHE WRIGHTiI PAUROTIS PALM 10' -12' CLEAR TRUNK HEIGHT S. SET RAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GAL., 24" O.C. SPACING PTV 102 1 EXISTING ELEVATION F. FOUND 101 IXORA'MAUI' IXORA MAUI 3 GAL., 2' HT., 24" O.C. SPACING Q + * ELEVATIONS ARE BASED ON NAVD88 L.R. IRON ROD \ 42 COCCOLOBA UVIFERA SEAGRAPE ` XP = EXISTING PALM TREE ) f �i It; r _ _ fX /,P, IRON P /PE \ y __, \ ti T b° . Q 18.87 PROPOSED ELEVATION � N &D C. /W NAIL & D /SK CONCRETE ,GIONUME! /T _ `' 6 a1 i It. a // b - < b . 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO A ARC'n, b� 0:ter ! � x GROUNDCOVER AREAS `V \ THESE ELEVATIONS FOR TOP OF CURB HEIGHT. AIC AC. A/R COND /T /OVER ACRES r'J' x tibc` -j �' ', xa. \° a• ° v O 1. (MEG = MATCH EXISTING GRADE) o\ ZOMI PREYE / /T /ON Dfv/CE i �7T ,. \ \ _. / _ \� -fl- 6' CHAIN LINK FENCE BO�� BOLLARD x a� \ x ab, /\1 Points Points along the MEAN HIGHWATER LINE 9 removed and replaced at the contractor's expense. C (C) CHORD CALCULATED 1Z ' l ' un .• ,� - SILT FENCE CB CBW CATCH BAS /N CONCRETE BLOCX WALL / .`` � x.o ` .,; �' -A Farm Ui,''''• i irn O NUMBER OF PROPOSED PARKING SPACES CHB CL/ORO BEARING CENTER[ /NE /j I `'� ,.J \,I ( h1\ .. 'i , t 7 _- // \1 r ;:. , .' ' it .r. 2,46, X REMOVE EXISTING TREE e CLF CHA /N LINK FENCE SCIR 1 /Z \ �p ati `.J 13 x`� r yy z 5 - 2 "x4 °x16" WOODEN BATTENS, 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified CMP C.O. CONC. CS CORRIGATED rf1ETAL P /PE CLEANOUT CONCRETE CONCRe7E SLAB ,., " LB.4513 j " "' "_. .. 1. ?-, N S"� -�-.e � a`�' _1 � `'r.';; BACK FLOW \b s PREY N E R - e' � ^,: 6 a \0 , a �y f' // r f� ` / OR APPROVED ALTERNATE 13. Any and all questions concerning the plan set and /or specifications shall be directed to the City Project PROPOSED PLANT LIST SYMBOL UANM BOTAN ICAL NAME COMMON NAME COMMENTS U 4 LIGUSTRUMJAPONICUM SOUTHERN WAX PRIVET 8' HT, MULTI -TRUNK WR 9 WASHINGTONIA ROBUSTA WASHINGTON PALM 10' -12' CLEARTRUNK HEIGHT SP 24 SABEL PALMETTO CABBAGE PALM 10' -12' CLEAR TRUNK HEIGHT AW 2 ACOELORRHAPHE WRIGHTiI PAUROTIS PALM 10' -12' CLEAR TRUNK HEIGHT RI 173 RAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GAL., 24" O.C. SPACING PTV 102 PITTOSPORUM TOBIRA'VARIG' VARIGATED PITTOSPORUM 3 GAL., 2' HT., 30" O.C. SPACING IC 101 IXORA'MAUI' IXORA MAUI 3 GAL., 2' HT., 24" O.C. SPACING Ti 42 TRACHELOPERMUM 1ASMINOIDES' MINIMA' DWARF CONFEDERATE JASMINE 1 GAL., 30" O.C. SPACING CU 42 COCCOLOBA UVIFERA SEAGRAPE 3 GAL., 2' HT., 36" O.C. SPACING XP = EXISTING PALM TREE C. T, CURB T/E DOU I k \b uatat R L :I �:IX • c7v CABLE TELEV/S /ON x11 CHECK VALVE f °'`''' '.. ',ll i e? p,r \. n3 I'* EXISTING LANDSCAPING FROM Y (D� DEED FIRE DEPT. '; f c inf_rt l +.,i' 1ti NEW WESTERLY DRIVEWAY TO DEP DEPARTMENT OF ENV /RONMENTAL i ' Ji ;' i s _ x �ry ,f t i ,> , 0 vZ: =rl\ ! .5- f� . CONNECTION AJ FF /E�DEMEASUREMENT 2° cns I .. �P � ~'\ x / l G x `h NORTHWEST PROPERTY CORNER PLANT SYMBOLS: j ,� `�61 >_ IS TO REMAIN UNDISTURBED ( ( `' "` a �� ! f l �1 SOUTHERN WAX PRIVET EL. ELEVAT /ON t FF F/N /SHED FLOOR VENT PIPE -� T. . r, • /f - q' i, FHA F /RE HYDRANT ASSECIBL Y -- ' `- 4 J l .� h`v�" r � ` =y,, // _ \ _ , a^'' TBM WASHINGTON PALM FPC FLOR /DA POIfER CORPORAT /ON Sf , , ,: f : � \� , , G/ CRATE INLET T I'i -, §1 Iron` k ,• /� / a i Set X in Concrete cM GAS METER r P i, i.... "' 1 ` 1, T x / '- Sidewalk CABBAGE PALM GAV CAS VALVE ti .. V .x'„ `t' �� ,'.! i1," :t8' A-' , a ,, \1 Elevation = 4.62 GV GATE VALVE j�`�,.Il \ 6 w�'/ 1 1XN ` a� , -,- k: ' �P , f a1 a. C r V 'i k \ k GW GUYGY /R l:,.? ..,, .,F: j l6 .:1 18 k�� cone h''xr, ,�1x � ' ~�;.:,.- g_.�6�.90.- O" , PAUROTIS PALM /N!! /Nl£RT ° \�`/ h tl,. IL �„ F_rt as .,1 ., J _ 5 x 1 wall ; jEP' "a - r. n. \ v LF LOWEST FLOOR ELEl�AT /ON ff e1 r f " :1 f k�•,j LP L /CHT POLE 'i'd '- 1(1 "' -i a. s. 1GRP 10 8 x + ,5! `� 61 G/ _ F INDIAN HAWTHORN h i 'K (Al) MEA,5URED a " \1 x MAS MASONRY 3 T; - a``' -x (�..12 ; k51 _ x TT VARIGATED PITTOSPORUM MES M/TREO FND SECT /ON ! jt '' ' ' , s = M// MANHOLE L£ a t ; ti� . Sr z, - -• "'I . k.i ",. i ,, •' o s li',V {� -7,71' 1X-. x 'S in, "! y c . _; y xr•rx11 MHIYL MEAN H /CH LYATER L /NE 1'l, „ `:,d ; ` -•) ' ,. x h cr . 1 is ,., \1 - r �'I t� IXORA MAUI t; :�L:':'' " r T ,,,1 `C - ,. NGliD /V/4 71 C£OOE77C vERTLCAL DATUM / 1 ,, -• {� r , t F3' \ i rt rlpa to / 1 n.r .,,,,..r O /// OVERHEAD WIRES i :,:(S)= 2.3?'Iar,';j _1. ,.„ `� \ 0. R. OFF /C /AL RECORD `` "'' °. `' ; - -''II ' Fi ' 'E ',w ' DWARF CONFEDERATE JASMINE y PB PLAT BOOK »,t 0 :: t; 7O' $r.• -: > °E a I etib r... i . ; j' 11 PG PACE /PACES b• 1; •; h_ __ x :... w71� O SEAGRAPE POL3 PO /NT OF BEG /NN/NG _ x d y� � !,,...rj17,. . a�° x `Lll , ` >� 61 ! . ' ?f - s �1, r.. x ,.,. ah. a• V 4i . PRM PERMANENT REFERENCE MONUMENT \ p ;' a 1 `r r a ° w,�, e,`� B ry. .. � sO R I� 1. PVC POLYVINYL CHLOR /DE e ro, 1 , '$ _ ..'" _ _ k „ /C� \ /``� _p. R RECORD • :,1 16a u, h' `, '-, XP ,k - •"� �„;, _ _ \ F 11 RCP REINFORCED CONCRETE PIPE ..15 z I " 3 "j "I ,, . A ,;' _. ., RCW RECLAIMED {PATER ;r J d o ;f ;. , nal:;.ru.. , I iy O r : - w : -- - eP Y RNG RANGE i I T i �1 . F I ii�T _ r' , k. G °o� �A (01 R/W R /CHT -OF -WAY t:t„ 8 ! ;I eY';:: , ; s_ j d'' �4 �, y J 5 TBM .. jj SAN SAN /TARP ;jjJt �J s\ ! jf r .' 7 E ?'} S'i I'r F urt j ; cGrb "° LIgY et 'X' Concrete SCO SANITARY CLEAN -OUT :,_!I '67b°' ' °" 2,6, +Iv Y c 1 '�► I ,,,_ o $ In e I I zj , tit r ? `, ,, „',I1 :1(31 GA0AC_ -,__ 1, era 1 atio\ 24 PTV �` h 4� Sidewalk �o Elevation = 4.72' SEC. SECT /ON y, y. 1 s- SF SQUARE FEET b' s TREE TABLE r, - E J TO BE REMOVED TO REMAIN N EW TREES PALMS 16 28 35 OAK 1 0 0 TOTAL 1 17 1 28 1 35 TBM TEMPORARY BENCt /MARK 't ) • f i '.. x XP ; ::. J6 PTV ; \ S °� TOB TOP OF BERM 4 h F ti 5--WR TOS TOE OF SLOPE 11 "I'M iNLEf .- 7 ) P g c� - $'' . { yJ �` XP TRANS TRANSFORMER r -s ,x r p 7WP TOiYN5H /P ; i d / -.`l , :.. �' i : �'b o : %, Jr. ' OL' FI =; ob UP UT /L /TY POLE : ; :i' ' ' g :`b> s. i r. •y , s i h b -\,vx �. ; .a ...: - 20 x20 SIGHT WF WOOD FENCE e -. ` +.r: I'I!I ,.,.II beU c� �th�r^r 1 ,I WAI WATER METER `' i j ;' '-' y 6,5 __ VISIBILITY TRIANGLE u ,: 11 „ K i -,`'- ,. : :, : f; "..! ,'-"• ',,. _i � _ ...; s...,,.._... sC:,'.r_,..Z n.:ii`u19 .r.z...• -� CONCRETC . ^', r:: Ix n_ I 1 .. _. ,.,, p .. ,8, „ 1 _. _. % ..z. -,. ...., ._ 15 TJ _ n j XP O = BRICK :r :.a' 1- a "` ry .. ,., "h-`�' tr r.: 22 PTV \ _.:ereH - 19 TJ r.� ;,.. 150 RI :,,, b �f. ( .., , r0'.T �. , , �, _f -. b t,rQ. 1 ..i., l� .. �,� s_- -:., :Y - _ .✓ 7._...'dI FEI h� :. ,,' , i,l..I _ T , .1 11 k :r :': 11 PTV r - �., b� rrl , J. F -/ I _ �o y CONST. 6 VERT. :,_ 1 -LJ 1�iT!i. II J . 605c.., -, .. B _R_ : , CUR TYP. - \ , :: , .. _ r X ...... 1 �;..... .. - ^::: (... _: :,sue, ,'-.'p \ ) .r -- x ...,.a ..,,.. i Ip.1 ::J {l ` .•..: ^ -..n j. }..r.y. r -:, r.', 1 -LJ -- ']e. �, ,,:,,,, : , r .. - ,r. _ / t . - i-x.- : R' '.II fr O ,. r.:' , , , /} -, ✓,;r' 3 �. 16 PTV = PTV °, r 0 13 ` J � �. __ .4 1 STLfi +' IINLEl _ V ", l� .:: , A:. r r _,c 6' n..'' F io = x \ a. _ t •r a :„ - �. ,- '" t 6� t, - ..j .-� 2`� t _ ~ 11.3' `� iii ti' t x t} I L,,i s I' vi WII ISd :I: =1.;.' l " . " ;i :AIlk � , J s ,.,.,, � '�� I , ,T t- - -_ T:, '' i:.= ., ...! " _.. r , I X' r r:r.: - o.:; x ::: , _ I ,•t} r ` -_ +, .:,': _ 3 ^.,:+ 4 -s 445.. 1 .rlu... P -,€ II: CONST. DRIVE CONNECTION 10 -SP r r Lt._: , fCr .... �� f < is" 15 :: f.:: , CONST. BALCONY Q i =, \ FROM EX. PARKING / y :, :' GARAGE TO NEW BUILDING °" "' OVE TYP. o 13" %�, ;; , 9� i ) CONST. PARKING AREA \ ,, �1" , ` _ AT LE /ELS 2 &3 ,�, /- i I AT GRADE WITH PARKING _ ' '' � d- 16. . -:: J� ..., _ ,:;_- :. _ : . ,, . & BUILDING ABOVE � 12 ,f ', `' _y 14 { '.`�U 1 I:...._ i? ri . :.I' XP ,�, `ti .,r rC 01 i + ,� ; - I - r S Ls ., b !:.,.. b ._:.: >z -;.�.0 '.y: ,.' -_. i , rx. "tJ `' r.. .:. % f i ".. - >-r . - ^.r .. _,1 _r4 �'i'::,'ri J x. :!.!...x I s -.., �," ...i _, -.::I i. �7. , - r' b `�', „ ,_ .r _.+_" -Y 1. - ..f D q :r r , , �' _,... r :, _• -. , . - 101 IC 16.1 a I .1 Y .,. " t Q . j 1.4 1/ II J EI_ r, ^ "" R,_.•^sTA1URAN J r' �i' �c4 ! =1 C- 't x# ,.- ' J II 1" n �..., CON ST. �� . y `t ;: �� ---V., - it "` 8- STORY b �� 7 _/ 1y" * + `' _ r.,,..., „ : rt 71f =_ r 4 r : BUILDING ,�- / 16 ''h - r s } ; . sn � ,.U8' • �� - CONST. STORMWATER y f I60. _r 9' ,, C.j b�'?\ T, <�3.78' F, -S 6? VAULT �,. 1, ��l. �i� I I ryo rI .10 = 1, P %. ;- BUILDING TT • , $° Ni .! COLUMN x ` ,,; ;; _ �/ r ✓'% ' x r ; ; y;= i xa� 3 CONST. 70 LF i. _; :; : i _,. ? - gym'•) -r:+ it 14 ".;, : CO I STORMTRAP CONCRETE ;% y `� Y I ,x:r '' } _. Al NST, [DING :�' :;a 18 kv l_' e f -1 BA�C ABO :` �f, VAULT . -' "-;E c: _E r : ,a �,:., .: ? r ,,. -_- .. -,. - ..f. L1 s _ .. ,. .a:• 8 1 r " : '" r ON r� i; 4;:r� ",,, , ..- s'.,:f r i j... 0,;. % "-- -- _. : J -: :,o\ 9,'61 ;•It f :!' ,:'c .- �. . >1.. �' C,iif i r / ..xr;; /// f " . z.. z � 7 -SF' a ,� :- f 11 ti_, r.,, ,, / 1 , d T....... 3 it ... i'i'Of ,.,:.. r,:: -'^'_:: ., -� v -.: -: i nj: _ ,.. d _ _ - ':OO it j :_? -x J s' -' , •.,,,,,,:_ _ _ z.. t...,, b :rs r -�; x 1n. cz" %" ':.::., r;i - - :': --- is i i Jr? y x .�...AY�'J' ^(y F- -P 7. 9 .,r . __ �� �. ": \ _, j, it '' ��- q I. b r, - E J x� :. r _ b �f i , ; -ms GY ��" f ,., J,.y_ r :V ,f: :.� '.: .. \ , - _. .,,�x ....... r�k M ,S h9°`x.,- y3 /._ , rh t ! .... \ b "',,,, xll a ^f -, j.': ":',•c,. f it ,gr , d r I'll b\ .'-,.,:.: - �. :_. - ry -. h1,:x -''e , _ 5 6 r -..: ,::- : t.,. I77; ,` _., - �h 1, J ,r:7 i -i l 4„ 1i'1..,3) BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED ._ \b x GENERAL LANDSCAPE NOTES BASE OF HEART NUT OF PALM manufacturers' specifications. Toro- Netoflrn TechLlne Self Gleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer 11 I Richdale - 214APR 1" Electric ",Ive A ec - 10" Round Volve B mt u 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote a 1h, s,,^ •sry� ,.. '"'� \ . bV Y r / 1,a .,�-�.'��,:�� :.,. ^.,.v r x - _b x � -. ,`j �,'' 1 fl i - } b'` 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the x't� WOOD - b a 1 `: b'1 1 'I ^v ' Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for i rl , ,,.: ;:'; - ,.13' FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND T. STAIRS ;':a r WOOD . .. =n . 7 bti y _...,,::- `� xt tz : ir� TANK SHALL BE STRAIGHT AND ) f �i It; r _ _ fX j;:' � �. s ::c;:vr l STAIRS __, \ ti T b° . fi Bs sry MULCH 3" DEPTH 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets �x F b� ..b o i It. a // b - < b . 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting TILLED AND LOOSENED NATIVE SOIL BACKFILL ".,.,�.; �c b� 0:ter ! � x GROUNDCOVER AREAS o� x \ h°7 ..x x - �° rc tr .., 7' r i° r ., extraneous debris, such as roots, stones, weeds, etc. /_____ _ \ 1. r, o\ i �7T ,. \ woo 5 P 9 Tbb _. / x DIRECTED BY LANDSCAPE ARCHITECT. discrepancy between the p lan and the P lant ke y' the plan shall p revail. \ \ r � = ". ii Points Points along the MEAN HIGHWATER LINE 9 removed and replaced at the contractor's expense. \ - b5 rr ,., - _- ` Have not been set (Impractical to set) prior to planting. _ !. ^'�` It 61 o x 10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. T \ Fou Nail �c liiek , '�\ eb 6 G . '. :. " 41 writing at the time of bidding or discovery. No account shall be made after contract completion for failure to EIII i = 5.77' \ h1\ .. 'i , t 7 _- // \1 r ;:. , .' 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to b 5 LAYERS OF BURLAP, perform the work set forth in this plan set and the specifications. III 5 - 2 "x4 °x16" WOODEN BATTENS, 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified CONNECTED WITH 2 -3/4" STEEL BANDS. by telephone and in writing of intended changes. OR APPROVED ALTERNATE 13. Any and all questions concerning the plan set and /or specifications shall be directed to the City Project ,; ._ Manager at (727) 562 -4737. ,�� x \ * A d;iC., T survivability for period of twelve 12 months from 15. The Landscape Contractor shall guarantee, in writing, plant y p ( ) r / - = 616 E XIS�ID- \ �' ft /�- NAIL TO BATTENS & STAKES 1p. I, ~ ��` ./ LANDSCAPING -a, .:; ti� Discrepancies shall be reported immediately to the City Project Manager. WATER RING (6" WIDTH & HEIGHT) ... / • TO REMAIN tibOx� PROVIDING A WATER COLLECTION BASIN they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at I" rl ,c.d' no additional cost. (3) 2 °x4 °x36" WOODEN STAKES 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the .. �� z , / - it I 19. No contractor identification signs shall be permitted on the project, except for the project information signs. , J : ",:, 'LITTLE PASS' (P) (TIDAL WATERS) 9 06 OI -_ x _- , i , 1. .•I,,: ''a, , 1 r-tl . -, , T;;.i I E I ,..lv) .. , TILLED AND LOOSENED NATIVE SOIL BACKFILL\ O -+ Q ao ROOTBALL o a FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. -- N 1 1 it W 11111-11111 ■ W m . 1 Call 48 hours before you digl ""o" IT'S THE LAW! 1- 800 - 432 -4770 '�- C;BAGE PALMS MAY -' 4. BAiURRICANE CUT ;.,� "` - ...._..._...__..... .. :. .. ._.....:. _.. .._..:. - WOOD BARRIER MINIMUM RADIUS TO BE PROTECTED: 5. At OTHERS MUST A. HARDWOODS - 2/3 DRIPLINE & /or substitutions, must be submi "'-i prior to final inspection and acceptance. H/E FRONDS TIED LOCATION MAP 6. 7. The existing 5/8" water meter wi utilized for this Irrigation System. The Landscape Contractor must c, note the placement and power supply for 5AP OR TWINE S-AP R TWINE HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. ASE OF LEAF BUD the irrigation control timer with the City and the General Contractor. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED N. T. S. 8. GENERAL LANDSCAPE NOTES BASE OF HEART NUT OF PALM manufacturers' specifications. Toro- Netoflrn TechLlne Self Gleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer d Richdale - 214APR 1" Electric ",Ive A ec - 10" Round Volve B mt u 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote a . WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND optimum plant growth, �a as F ERTILIZATION NOTES SHRUBS AND TREES 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the a 4 All trees and shrubs shall be fertilized with " Agriform" 20 -15 - -5 planting Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for D, FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND Installation and prior to completion of it backfillin . tablets at time of instal p p p 9 Tablets shall be placed uniformly around the root mass at a depth that Nursery Plants ", 7th Edition, 1998 as revised from time to time. ir� TANK SHALL BE STRAIGHT AND 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved WHOUT CURVES, FREE OF SCARS, practices. MULCH 3" FROM TRUNK BRNMARKS AND BOOTS 4. All plants shall be fertilized with Agriform 20 -10 -5 tablets as per the manufacturers specifications in MULCH 3" DEPTH 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets conjunction with note # 5. 7 Gallon can; 4 - 21 gram tablets 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting TILLED AND LOOSENED NATIVE SOIL BACKFILL Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets of native peat, well- decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly WATER RING (6" WIDTH & HEIGHT) PROVIDING A WATER COLLECTION GROUNDCOVER AREAS mixed medium with adequate aeration, drainage and water - Holding capacity. It shall also be free of all BASIN extraneous debris, such as roots, stones, weeds, etc. /_____ All groundcover areas shall receive fertilization with "Ozmocote" time 6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered -in after FERTILIZER TABLETS AS SPECIFIED. NOTE: installation. STAKING & GUYING REQUIRED FOR PALM, IF NECESSARY, OR AS 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a DIRECTED BY LANDSCAPE ARCHITECT. discrepancy between the p lan and the P lant ke y' the plan shall p revail. 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager prior to planting. 10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to 5 LAYERS OF BURLAP, perform the work set forth in this plan set and the specifications. III 5 - 2 "x4 °x16" WOODEN BATTENS, 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified CONNECTED WITH 2 -3/4" STEEL BANDS. by telephone and in writing of intended changes. OR APPROVED ALTERNATE 13. Any and all questions concerning the plan set and /or specifications shall be directed to the City Project Manager at (727) 562 -4737. - REMOVE BURLAP AND ALL TIE MATERIAL FROM TYRE TOP 1/3 OF ROOTBALL 14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager_ survivability for period of twelve 12 months from 15. The Landscape Contractor shall guarantee, in writing, plant y p ( ) 2 "X4" WOOD BRACE (3 EA, MIN.) final acceptance by the City Project Manager, /�- NAIL TO BATTENS & STAKES 16. All dimensions to be field- checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the City Project Manager. WATER RING (6" WIDTH & HEIGHT) 17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, PROVIDING A WATER COLLECTION BASIN they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. (3) 2 °x4 °x36" WOODEN STAKES 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. I 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod shall be removed as necessary to accomodate new plantings. 21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to 3" MULCH LAYER match existing. e 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all /- EXISTING UNDISTURBED SOIL debris generated during the installation of this project. MIN. 3 TIMES THE WIDTH IRRIGATION NOTES OF THE ROOTBALL 1. A low volume irrigation system, that provides 100% coverage to all proposed PALM PLANTING DETAIL plantings, will be designed and installed by the Contractor, 2, The proposed Irrigation System must meet or exceed all applicable City code CLEARWATER INDEX No. 904, SH. lof 1 requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) Rev. 8/21/06 3. Irrigation shop drawings must be submitted and approved by the City prior to N.T.S. the Commencement of work. NOTES: 1. ALL WOOD SHALL BE SPRUCE Of ' -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS ,, WOODY ODY ROOTS. 3. E O E L R M V ALL STRING & /OR WIRE WkAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET LEVEL WITH SURROUNDING FINISH GRADE. 2 "X2 "X4' S 2 "X2 "X4' CROSS MEMBER 2 -2.5" DRYWALL SCREWS MULCH 3" FROM STEMS 3" MULCH LAYER HEIGHT CROSS MEMBE ROOTBALL =D AND LOOSENED 1 _ � =I _ VE SOIL BACKFILL - - = ! "X2 "X4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL TREE PLANTING DETAIL CLEARWATER INDEX No. 908, SH. 1 of 1 Rev. 8/16/06 N.T.S. PLANT SPACING '. Ob\ 1 \y AROUND ROOT MASS / / - - - DETAIL - r)•x' --: """ "`° ` PREPARED PLANTING SOIL ,:: r ,;- ENO- OFFSETS BETWEEN MIDDLE AND / / / / "" _ x BOTTOM OF ROOT MASS ,\ _`" _ CLEARWATER INDEX No. 903, SH. 1 of 2 I ',r EXISTING UNDISTURBED SOIL Rev. 8/05/05 1 N.T.S. ALL SHRUBS /GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR O.C. SPACING. 1/2 O.C. SPACING MIN. SETBACK FOR SHRUBS & GROUNDCOVERS BACK OF CURB / BED UNE PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS, UNDISTURBED SOIL 2 -2 "X4" STAKE W /LONG TAPER MIN. 18" INTO UNDISTURBED SOIL HARDWOODS 4. Irrigation system must be Inspected and accepted by City Project Manager prior to installation of mulch. SPECIFICATIONS 1, - WOOD BARRIER MINIMUM RADIUS TO BE PROTECTED: 5. Irrigation as -built drawings, which accurately and clearly identify all modifications A. HARDWOODS - 2/3 DRIPLINE & /or substitutions, must be submi "'-i prior to final inspection and acceptance. SPREAD 2. 6. 7. The existing 5/8" water meter wi utilized for this Irrigation System. The Landscape Contractor must c, note the placement and power supply for 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. " the irrigation control timer with the City and the General Contractor. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED 8. The following irrigation system components will be utilized, per each ,'� ���� ,a/� REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. manufacturers' specifications. Toro- Netoflrn TechLlne Self Gleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer d Richdale - 214APR 1" Electric ",Ive A ec - 10" Round Volve B mt u *9a a . WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND % - �a as F ERTILIZATION NOTES SHRUBS AND TREES 6. a 4 All trees and shrubs shall be fertilized with " Agriform" 20 -15 - -5 planting �-[� �`-' D, FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND Installation and prior to completion of it backfillin . tablets at time of instal p p p 9 Tablets shall be placed uniformly around the root mass at a depth that RESOURCE SPECIALIST AT 562 -4741. is between the middle and bottom of the root mass. APPLICATION RATE: MULCH 3" FROM TRUNK 1 Gallon can: 1 - 21 gram tablet MULCH 3" DEPTH 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets 7 Gallon can; 4 - 21 gram tablets TILLED AND LOOSENED NATIVE SOIL BACKFILL Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets WATER RING (6" WIDTH & HEIGHT) PROVIDING A WATER COLLECTION GROUNDCOVER AREAS BASIN /_____ All groundcover areas shall receive fertilization with "Ozmocote" time FERTILIZER TABLETS AS SPECIFIED. release fertilizer as per manufacturer's specifications. ROOTBALL =D AND LOOSENED 1 _ � =I _ VE SOIL BACKFILL - - = ! "X2 "X4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL TREE PLANTING DETAIL CLEARWATER INDEX No. 908, SH. 1 of 1 Rev. 8/16/06 N.T.S. PLANT SPACING '. Ob\ 1 \y AROUND ROOT MASS / / - - - DETAIL - r)•x' --: """ "`° ` PREPARED PLANTING SOIL ,:: r ,;- ENO- OFFSETS BETWEEN MIDDLE AND / / / / "" _ x BOTTOM OF ROOT MASS ,\ _`" _ CLEARWATER INDEX No. 903, SH. 1 of 2 I ',r EXISTING UNDISTURBED SOIL Rev. 8/05/05 1 N.T.S. ALL SHRUBS /GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR O.C. SPACING. 1/2 O.C. SPACING MIN. SETBACK FOR SHRUBS & GROUNDCOVERS BACK OF CURB / BED UNE PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS, UNDISTURBED SOIL 2 -2 "X4" STAKE W /LONG TAPER MIN. 18" INTO UNDISTURBED SOIL HARDWOODS DRIP UNE SPECIFICATIONS 1, - WOOD BARRIER MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 100.0' 10 a 2. UPRIGHTS - NO LESS THAN 2' X 2' LUMBER. 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 4a b 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH Cln WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 10 4 * l J�`ul 3 FEET ABOVE GROUND. CI Q. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. z i`,, HORIZONTAL UPRIGHT TREE BARRICADES CLEARWATER INDEX No, 909, SH. 1 of 1 Ray. 4/09/03 N.T.S. z 3 T,I PINES )RIP LINE ENTIRE DRIP LINE HORIZONTAL UPRIGHT I is 3 TO 5 TiMES WIDTH PUBLIC WORKS ADMINISTRATION �. OF ROOTBALL REDRAWN BY DATE a7ECI�o BY TREE BARRICADES ADES INDEX N 3 SHRUB & GROUNDCOVER PLANTING DETAIL INDEX NO. r- ..�. TdK DETAIL sas x o ' CLEARWATER INDEX No. 905, SH. 1 of 1 REV. DATE DESCRIPTION ,�P oesl�K BY t of 1 xr: Rev. 7/15/99 r 1tI '::- fT'r• / N. T. S. III 0 DESIGN: BAB 4625 EAST BAY DRIVE, SUITE 21 1 / BRL4N BARKER, HEREBY CERT /FY AS A LICENSED PROFESS /ONAL ENG /NEER, WORK ORDER NO. 2011-64 V w , 1 CLEARWATER, FL 33764 SI'�P14�1� S B�11 C1I R SO-R -r REG /STEREO %N ACCORDANCE W/TH FLOR /DA STATUTE 471 (481 THAT THE I { i'••' "' •• }� S PH 727,822,4151 FAx 727.821 .7255 ABOVE PRGUECTS S /TEAND /OR CONSTRUCT /ON PLANS, TO THE BEST OF MY DATE: JUNE 16, 2011 KNOWLEDGE, /NFORMAT /ON ANO BELLEF, WILL MEET APPLLCABLE DESIGN CRITERIA DRAWN: PJL EUEL I' 1 1, WWW. D EU EL ENGI N EERI NG•GO M L141�DSC14P.` PL�11V SPEC /F /ED BY C/TY MUN /C /PAL ORO/rUANCE, STATE AND FEDERAL ESTABL /SHED ,� SCALE: 1 = 30 CERTIFICATE O F AUTHORIZATION NUMBER 26320 STANDARDS. /UNDERSTAND THAT /T /S MY RESPONS /B /CITY AS THE PRGUECTS CHECKED: APC CONSULTING ENGINEERS i -fLAND`SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER 1 07 PROFESS /ONAL ENG /NEER TO PERFORMA QUALL7YASSUR9NCE REVIEW OF THESE REV.# DATE REVISION BY , x CLEARWATER FLORIDA SUBM/7TE0 PLANS BRIAN A. BARKER, P.E., 56728 SHEET N0. 3 OF,,;q'4,,J1 J�tSGOivec f' I'' 1;"!I, 2 2 7011 JJ _...._,..- ..__...... - ..... -.._. --l- ... I�i-�111i Et o tVel{i Jfi l✓1