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FLD2009-07021
PLANNING & DEVELOPMENT CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Myers and Associates Architecture Jay F Myers 9170 Oakhurst Road, Suite 3B Seminole, FL 33776 RE: FLD2009 -07021 — 830 Bayway Boulevard Time Extension Development Order Dear Mr. Myers: September 24, 2010 On September 15, 2009, the Community Development Board (CDB) APPROVED with six conditions the above application for Flexible Development for (1) to permit the upgrading and expansion of an existing social and community center in the Tourist (T) District with a lot area of 50,428 square feet, a lot width of 410 feet, a front (south) setback of six feet (to pavement), a side (east) setback of zero feet (to existing_ pavement), a side (west) setback of 14 feet (to existing shed), a rear (north) setback of zero feet (to pavement and tiki hut), a building height of 27.5 feet (to midpoint of roof) and 50 parking spaces, and (2) to permit outdoor storage (boats) in the Tourist (T) District as a Comprehensive Infill Redevelopment Project, under the provision of Community Development Code (CDC) Section 2- 803.C. CDC Section 4 -407 requires the application for a building permit within one year of the date the CDB approved the request (September 15, 2010). This same Section allows an extension of time to initiate a building permit, provided good cause is shown and documented in writing within the original period of validity. The Planning and Development Director may also consider whether significant progress on the project is being made and whether or not there are pending or approved Code amendments that would significantly affect the project. On September 7, 2010, you submitted a request for a one -year time extension to apply for a building permit to construct the improvements on this parcel. Your letter cited the problem of the significant downturn in the local and national economy. In accordance with the provisions of CDC Section 4 -407, I APPROVE a one -year time extension to September 15, 2011, to submit an application for a building permit to construct the site improvements on the property at 830 Bayway Boulevard. In the event you are unable to proceed with the project by submitting for the building permit, the CDB may approve one additional extension of time to initiate a building permit application. Such extension shall not exceed one year, shall be for the project originally approved (or as approved through the Minor Revision process) and shall be for good cause shown and documented in writing. The CDB must receive the request for this extension within the time frame granted by the Planning and Development Director (period of validity after the original extension approved by the Planning and Development Director, which means that any time extension request must be submitted with sufficient lead time to be placed on the CDB agenda that precedes the above expiration date). Good causes may include, but are not limited to, an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like. The CDB may also consider these same Code amendments enumerated above, whether significant progress on the project is being made and whether or not there are additional pending or approved Code amendments that would further significantly affect the project. Please be aware that 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. If you have any questions, please do not hesitate to call A. Scott Kurleman, Planner III, at 727 -562 -4553. Sincerely, Michael Delk, AIC Planning and Development Director 000:*- September 7, 2010 CLEARWATER YACHT CLUB Michael Delk, AICP Planning Director City of Clearwater P.O. Box 4748 Clearwater, FL 33758 -4748 Member: Florida Council of Yacht Clubs, Inc. RE: Development Order — FLD2009 -07021 830 Bayway Dr. Dear Mr. Delk; The current economic conditions have touched Clearwater Yacht Club as they have everyone else in the country. In light of the economy, Clearwater Yacht Club has not been able to initiate the renovations to the club facilities as we had hoped to complete prior to 2011, our centennial year. By this letter, we are requesting a one year extension of our Development Order to allow us to wait for hopefully better economic times to commence and complete our planned work. We appreciate your consideration of this request and please call with any questions you may have. Sincerely; Tim Roberts Commodore, Clearwater Yacht Club ECEF i� kc ^ A PLANNING - .LOPMEN? CITY ^ TFR 830 South Bayway Boulevard • Clearwater Beach, Florida 33767 • Office: (727) 447 -6000 • Fax: (727) 447 -5135 • www.clwyc.org Ei rr'170 '17e6. A �,4'Q�•1 � PLANNING DEPARnIENT September 15, 2009 Myers and Associates Architecture Jay F Myers 9170 Oakhurst Road, Suite 3B Seminole, FL 33776 CITY OF CLEARWATER POST ONCE Box 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 Soum MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 RE: Development Order - Case FLD2009 -07021 830 Bayway Boulevard Dear Mr. Myers: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On September 15, 2009, the Community Development Board reviewed your request for Flexible Development application (1) to permit the upgrading and expansion of an existing social and community center in the Tourist (T) District with a lot area.of 50,428 square feet, a lot width of 410 feet, a front (south) setback of six feet (to pavement), a side (east) setback of zero feet (to existing pavement), a side (west) setback of 14 feet (to existing shed), a rear (north) setback of zero feet (to pavement and tiki hut), a building height of 27.5 feet (to midpoint of roof) and 50 parking spaces, and (2) to permit outdoor storage (boats) in the Tourist (T) District as a Comprehensive Infill Redevelopment Project, under the provision of Community Development Code (CDC) Section 2- 803.C. 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 1.16 acres is located on the north side of Bayway Boulevard approximately 650 feet east of the intersection of Gulf Boulevard and Bayway Boulevard; 2. The subject property is located within the Clearwater Pass District of Beach by Design; 3. The proposal is to permit the upgrade and expansion of a social and community center with a 512 square foot addition and parking and landscaping upgrades; 4. The design of the proposed addition will appear as an extension of the existing building with a similar height and similar exterior material and color; 5. The proposal includes front, side and rear setback reductions; t�IV W« ToUAL EMPLOYMENT AND AFFIRMATIVE AcnON EMPLOYER" 6. The proposal includes a reduction to required parking for a social and community center from 55 spaces (based on 5 spaces per 1,000 square feet) to 50 spaces; 7. The submitted Parking Demand Study demonstrates that adequate parking is available on site and from a remote lot to support the requested reduction to on -site parking; and 8. There are no current 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- 802 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 prior to the issuance of any building permits, all boats or trailers stored within 27 feet of the front property line be relocated behind the 27 foot front setback requirement; 2. That the final design and color of the buildings be consistent with the elevations approved by the CDB; 3. That, prior to the issuance of the Certificate of Occupancy, all utility and communication lines be placed underground and electric panels and boxes be painted the same color as the building; 4. That prior to the issuance of any building permits, all necessary building permits are obtained for ti3e existing tiki hut; 5. That prior to the issuance of a Certificate of Occupancy, a Certificate of Occupancy must be issued for the existing tiki hut; and 6. That prior to the issuance of any permit, all requirements of General Engineering, Stormwater Engineering, Traffic Engineering and the Fire Department be addressed. Pursuant to Section 4 -407, an application for a building permit or other approvals shall be made within one year of the date of Flexible Development approval (September 15, 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 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CD13 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 September 29, 2009 (14 days from the date of the CD13 meeting). If you have any questions, please do not hesitate to call A. Scott Kurleman, Planner 111, at 727- 562 -4553. You can access zoning information for parcels within the City through our website: ww\� -.niycicaj- atei-.com goy- /depts /planning. Sincerely, Michael Delk, AI Planning Director S:\Planning Department \C D B\FLEX (FLD) \Inactive Or Finished Applications\Bayway 830 Clw Yacht Club (T) 2009.09 - Approved - SK \830 Bayway Blvd - Development Order.Doc Clearwater Nl� Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 Cl SUBMIT APPLICATION FEE$_ 1006*_0 CASE #. RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 07/11/2008) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: (Code Section 30 19u u,yct 1v 'rL- S3767 Z7 - q "7 • (O b0 o FAX NUMBER: "7 Z-7. q EMAIL: Ue.rI44 -- e A. -,l., 1., Very vt.vt 17 D U !NK c- -1 A S'!,-77& 7Z 7 - 59 5 -.71 oo FAX NUMBER: 59 5 , -7 i 7` !i 3(� - Lj.13Z EMAIL: y eY30.rG11 iX. Kt� LOwI . C B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: GYG Add;k►a►1 0.vtA VCxkjC VLgROJECT VALUATION: 3 f) (0(D � o0 STREET ADDRESS '630 iN14,?I.��tt 131 vd _ UeC&y- 1ZtA-k-ex- FL. 3� -�(,� 2(01? PARCEL NUMBER(S): 17 • 2,9 IS bSo22 , - 004 • 0050 PARCEL SIZE (acres): I , I (V PARCEL SIZE (square feet): LJ7 LEGAL DESCRIPTION: 1%* ,o A LL _ _ _ A PROPOSED USE(S): U - 5n e ti 1 a WLA <-nhnmAn.,.,, . A.. l p,w Le .r— 1 DESCRIPTION OF REQUEST: KedUc ��OK t,,L Se }back t0! Oa (0 -0 n a v4LGLi� Specifically identify the request n� G�'�iP InDU �1 �- � tt � (include number of units or square �' -- -,-� '� r N et J footage of non - residential use and all fo (�j„ p ,rr �dv c �; °yi i VC h•�tL�r S��C.� requested code deviations; e.g. .� reduction in required number of -p p -•, r rr r� �a�ja�y�G ��d� A � parking spaces, specific use, etc.) &t loOD 1-0 4.154 e f 1000 C:%Documents and Settingslderek .fergusonlDesktoplplanning dept forms 07081Comprehensive Infill Project (FLD) 20 $ 1.doc Page 1 of 8 y ��ffGG, i t-"' Ci a i DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS } A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES — NO _X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA – Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 11,w.- P -�1 �eveJaovrKv�� i�, . w 4z rte Ae.cu&a- 4-ruckure.. rh ,n. keen' K� 4y Aule of Ru Svrr0LNta. t' a.s1 matt o�5 b�1k�c.c_„e gmey c&n �lG ancxrcdG --Cr• C7t ' '►e r--6 vt PS r�r'W2 JVtt.. oG3iGlrl woy ;VL t ;vte, WAL C•tL�0.CL�l'i -- 2. poolper frup c A& f-ke— kve-ckcod ob a o tc The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Tlv- p!Tyo5P -d' � � rwAJPVWg._ }kc �w�ckto.�tat;}�,, aK� «ue.� ko +'� S; k.-_ Avt & dots vt i cw�pc, ; %�►t_ al reu.8 V ct_ve..l.o ape 6 CA-LC--11r bv:l a • ►�tc�S CLn � t,.s:l1 I :k.e� •� ;vL�re.r�he, -4LIe_ v[�lye vt i vt.eaaln.�o rs 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. YL11P��V2 Y1�� j f t4 %0(5!2!47',-VP �� Ll � }eCj, -t ✓Ltl Akt CIYr_%_ S C A7ne V1�:at- cl��rl•�ood �o,,Y�vta�(arav:Yw. urcv�c ;nv� a.►�r lJ C eSS -VA\ Gt<<j a1VLk 0.&&'-k %0V1tA �i1re_ (�(�t�N1CK-4��7�/IriC�L�:UV15. 4. The proposed development is designed to minimize traffic congestion. 0Z�fo_lag�ci CV\G nGeb 0.yt0 -kJ iw%py- v :r- co Jcc�-iayL ovt 'ire. s; avU e,n2P ro�Pxc .l v� Ott c1 e u�t� 55 w1n' cLL r.>:1L w►; vL: vK i Z 2 - },rcr��; L G0 Vt t ovt. . 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. fit= 4e-ye-L0%00-tC t - Cov1- cb�CWLA- wAt. Am- cVa rc.,.-cA-C.r- oV -Ai rc b c�k i ✓tw>rpeart ,.�r:�u. r.Owt+MA,rL c.o l o r5 u S In. c,�vtls Sc�y� ouV4 ci 15�� 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. 7LL� cxl�tcxs�cesi lanAs-,ee :vta awLd 0LA- ;V1C- \gd ;vtgA ykt- add%- V;pvs.. W;l I � wti �,ro �e y;bv cal and a CQ%) 4-; ajAA of ��!2q ;v, k gl&& 4-Lie- CA V IO O!Pe -rc. !- -S AurtK4 w.3rv1ncr_.1 %►oL3rs beac.11 av-c. f >VC'm v I o .00 Ckyh t0'. L)Df .. . C:1Documents and Settings\ derek.ferguson\Desktoptplanning dept forms 07081Comprehensive Infill Projec (FLD 2008 07- 11.doc Page 2 of 8 4 Ono WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ❑ Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA - Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. �x ►�� -��tL. cc�v� d; �-: ovt 5 avv-- cQrre-"44 4 Kovt c ov 0Y-v "'%ACk cwLd A-6 A2 �Ov-"Vtc4s 41tiG 5Z4,. VKCwt- %v `1�t� -��i't W�CCyt�- C.DdP4 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district 4- ✓e-1 v 10 ye •n %!;, ,(�t•GC Glyt- e�t✓J� � Uu/La OkLtLC �Lt S Ct Y- ftvvAw reQv-,y-e-A Vv. --�kLte.StiC. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. 1-6c- Aoe_,b A'Q-�r „MUPuLk PL" 6uV- 'yLJA -A Z" 3cc�!pe rytd .-. mt, +6*._ cA, ckikk)n ►5 A�nL c e�kf- oA VLC) CGr CJC i yLcy'e- a'!'rL Z" �4CLVLnC A 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. Ad- o: vr.c t W31 V%v t C&VL -vv►. Yo vP— Vtie-Lj.f 0Aa r; v v lvc 5� av ' 5� 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially after the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor, d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. Tke- use. tv ko ve-vtx:--i vvte -k OM& eov%' kar ,,,,; w vt oQvt J�vAv ye— luAnck ose, AAA . eve to +tip C'-vL e4-At -vL L,WK WCLA-e-K67,X& = tJtvP a �c.s� �Yra �c v nbvr►: ���t k,r-; b, �� n r 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design, guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; - d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a su Erb ; _ r the following design elements: ❑ Changes in horizontal building planes; a ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, rat ings, awnings;; efe.;`S ;;j ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building and r?f ? i*� stepbacks; r, . (3 Distinctive roofs fortes. 1:" e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distA �I ehgden buildings. /eAmevvtevtir cdlnw�Le,,v i vtG ?VEVIc�Yrr� i 6 e_11 &-�, : ck e -A ► w L:wo wt A-xg 41e. Cckv �► e1 i vtr o we cl �,.t Ve bu 1%5 �rl� avt d 75 e �, ba�'cn vt; e YG4 : 1, &. Cwt C: \Documents and Settings% derek .fergusonlDesktoplol]annning dept fortes 107081Comprehensive Infill Project (FLD) 2008 07- 11.doc � riirC.�t `J �"� Yt 0.✓l t T fC .� .V � gG Page 3 of 8 ' T CLC_, vtL CL �rt� blri L� S C' • vt av e xc..ee-aJ ✓INt i vi!vKUw, 5 dr�rcL6 . °J �P _`� It E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; ❑ All adjacent streets and municipal storm systems; ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seat of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): v Stonnwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor _ elevations shall be provided. - CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to thY�_ a parking,staadards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be'fpproved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; C:\Documents and Settings\ derek.ferguson\Desktop\planning dept forms 0708 \Comprehensive Infilt Project (FLD) Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) ❑ SITE PLAN with the following information (not to exceed 24"x 38 "): Index sheet referencing individual sheets included in package; North arrow; ✓ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; j All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including ✓ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights - of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas ✓ and water lines; ✓ All parking spaces, driveways, loading areas and vehicular use areas; ve#� Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _ (per Section 3- 201(D)(1) and Index #701 }; Location of all landscape material; ✓ Location of all onsite and offsfte storm -water management facilities; Location of all outdoor lighting fixtures; ./ Location of all existing and proposed sidewalks; and �J� Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a T Level Two approval. ❑ SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; _✓ Number of PROPOSED dwelling units; ✓ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular forth with the ✓ number of required spaces; v/ expressed paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; ✓Official records book and page numbers of all existing utility, easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and -7 Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED tv .r2o 0 5e e- 7(0 . fo .2t ❑ REDUCED COLOR SITE PLAN to scale (8 % =X 11); ❑ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stomxwater management for the parcel; All open space areas; ✓ Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; PROPOSED t l Ott 50 7 527.5 ZAV 4 1.0 — •2. C:0ocuments and Settings\ derek.ferguson \Desktoplplanning dept fortes 0708 \Comprehensive Infill Project (FLD) 200 - .. dkic t Page 5 of 8 `� H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN with the following information (not to exceed 24"x 36 °): ✓ All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; .� Sight visibility triangles; ✓ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant ✓ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and ./ protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and ✓ percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8 %X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS —with the following information: All sides of all buildings Dimensioned �lors (provide one full sized set of colored elevations) Materials ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8 Y. X 11 J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ All EXISTING freestanding and attached signs, Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8'/: X 11) (color), if submitting Comprehensive Sign Program application. C:\Documents and Settingsl derek.ferguson\Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2006 07- 11.doc Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4- 202A.13 and 4- 801.C) ❑ Included required by the Traffic Operations Manager or his/her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with fire (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): ,{ Traffic Impact Study is included. The study must include a summary table of pre- and post- development levels of service for all •'�- roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. j' ee- ct'k , CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ . Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: 1, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLA$ Sworn to and subscribed before me this 344 day of 47 k „A.D. 20 _ to me and /or by WI)A 11a who is personally known has �1 (-4 %tate of Florida �- Sandra Jo Rooney Z R4 My commission DD682254 "or FL N�1BP /2011 C:1Documents and Settingslderek .fergusonlDesktoplplanning dept fortes 07081Comprehensive Infill Project (FLD) 20A 07- 11.doc , Page 7 of 8 I �. -. J I ",, ;N NN i R4 i N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: 2. That (I am/we are) th owner(s) and record title holder(s) of the following described property address or general location): 3. That this property constitutes property for which a request for a: (describe re est) 4. That the undersigned (haslhave) appoin and (doesldo) appoint as (his/their) agent(s) to execute any petitions or oth cements necessary to affect such petition; 5. That this affidavit has been executed to induce the C" of earwater, Florida to consider and act on the above described property, 6. That site visits to the property are necessary by ity representati s in order to process this application and the owner authorizes City representatives to visit and photograph the p perty described in th application; 7. That (1 /we), the undersigned authority, reby certify that the foregoing is a and correct Property er Property Owner Pro Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the u ersigned, an officer duly commissioned by the laws of the State of Florida, on th of _ personally appeared uly swom %day Deposes d says that he /she fully understands the contents of the affidavit that he /she signed. Nota Notary Seal /Stamp My Commission Expires: C:0ocuments and Settingslderek .fergusonlDesktoplplanning dept forms 070MComprehensive Infill Project (FLD) 200 07- :doc I G' Page 8 of 8 U,-04 � C t:+td N, U A a0 F� H D 0 :c a w z au Ud aa' F0 a E• w Z O a OW �3 w z a v%y U%.V / f V RAMCO FORM A-3 jalr To ;4jilb dliYPs Made. this 14th day of 14aY 14 1405202" 72 0.".t� I 1 VIM - 40 C. 41 CSU. li 42 93.'. F, 5T 354.0 .1' ,A.D.1976 metiveen CLEARWATER POINT LAND COMPANY , a. mrporalion Florida , having its principal place of existiq under the laws of the State of Pinellas and Slate of Florida business in the County of and lawfully ati horired to transact business in the State of Florida. parry of the fist part, and TAVER BAYLY, DONALD F. BRACKETT, GEORGE E. W. HARDY, SPENCER S. SCHEIDEMAN, JOHN A. TAYLOR, JOE R. WOLFE, TRUSTEES OF CLEARWATER YACHT CLUB, INC; their successors in Fist Nationale Bank of Mailing address: % George E.W. Hardy Clearwater - P.O. Box 179, Clearwater Pinel 11 as and State of Florida 33517 of the County of pan y of the sccond pan oitnEsseth' 10.00 ) Thal the said party of the fist pan, for and ar coaddaation of the suns of - -Ten -($10- 1Dolhrrs, and no /100 - ------------ - - - - -- P f' benby aeknowhd ed has granted, to-it in (rand paid by the said party of the second part, the nets t whereon ora►riS flit folbwing descrrlrrd bargained and sold to the said pan y of the second part, its &d0m®E g f and Stan of Florida, ml ed land situate, lying and heinq in tilt County of Pinellas LOTS 5 and 6 and that part of LOT 7 described as follows: Begin at a point in the north boundary line of LOT 7 which said point is located 14.65 feet east of the northwest corner of said LOT 7 for a point of beginning; and from. the point of beginning said thus established, run thence west along the north boundary of LOT 7 a distance of 14.65 feet to the northwest corner of said LOT 7; run thence southerly. along the-boundary line betw eencsaid LOTS 6 and 7 to the southwest corner of said LOT 7; r along the southerly boundary of said LOT 7 a,distance of 15.35 feet; run thence northerly ; in LCKI 'D "sofaBfiYSIDEnSUBDIVISIONtNO. 6hed point of beginning;. UNIT "A ", according to the map or plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. This conveyance is made subject to taxes for the year. 1976 and subsequent years. This conveyance is also to include all right, title and interest of the party of the first part in and to the boat-slips adjoining the above described property. 00 AECURQED 40 Rec ' — FIRELi.AS CO. FLORIQA . 41 St _Z_ SS• °d _ aa:.�"'i"` 42 Sir 53• s° -- -- -- 43 T t 3s y Via, MAY, 14 � 36 PH '7 And. the said party of the first part does herby fully warrant flu tole to said land gird will defend the :swine. against the (aivfttl claiots of all persons whomroeva. mid e rt 1i o the rst 30jhless 04erwf, th pa y f - ..r :- _ , (Corporate pan hat. caused there prttents to be signed in its name by �Q /) , proper-officers. and its carporale seal to be affored, attest- . cd by iU secretary, the day and year above written Ally C' 't� ,a (�iFARiI """'n POTht`�' T AND COMEAU__ i seflle� ire(i91ereD iresenre of us: " I GE - resrdcnt T7rit Lutrunnnu pt r_ _y_ . t Was prepared By J. R LIVINGSTON, OF Address penal AC COUNTY TITLE COMPANY 641 Court Street - Cleara a er, Florida aa% necessary incident to the fulfillment -- — ' ,_ ,....,.e,,,•n I Kin€ MYERS & ASSOCIATES ARCHITECTURE, AIA, P.A. AA- 0003461 ARCHITECTURE • PLANNING • INTERIOR ARCHITECTURE • LANDSCAPE DESIGN • ARBORICULTURE .............................................................................................................................................................................................................. ............................... 9170 Oakhurst Rd., Suite 313 Seminole, Florida 33776 Legal Description of Property LEGAL D25CRIPTION PER OFFICIAL RECORD5 BOOK 7425 . PAC? 11-E PARCEL LOt5 5 and 6 and that part Of Lot 7 descrbed as Follows: Beg•n at a point In the North ooundary line Of LOC 7 wrieh said point Is located 1 =.65 feet East of the Nortnwest Zcorner Of Said Lot 7 For a Point of Beginning: and from. the Point of Beglnnlrg thus established. run tnerce iNe5t 11,_; the North ooundary Of said Lot 7 a distance Of 1 -.65 feet to the Nortnwest corner of said Lot 7: run thence Southerly along the ooundary line oetweer, said Lots o and 7 to the 5OUtnwe5t corner of said Lot 7; rur, thence Easterly along the 5outnerly oourdary OF said lot 7 a distance of 15.35 feet: run tnence Kortnerly In a straight line to the e5tabtJshed Point of Beginning: said point pelng In BIOCK '•D" Of BAY51D= 5JBDI, /15':ON NO. 6 - JNI T "A- according to the map Of plat tnereof as recorded in Plat BOOK 51, pages 4o and 49 of tre public records of Pinellas GounZy. Fborda. Together with submerged land and rparian rights appurtenant tnereto. PARCEL "B" LOt 7, less ar•d except that part described as follows: Bed-11 at a point In the No -th ooundary line Of LOt 7 wrich said point 15 located 1 =.65 Feet East of the Nortnwest corner Of said Let 7 for a Point of Beginning: and from: tqe Point of Beginnlrg thus e5tab•Ilsned. run tnerce )Nest along the North ooundary Of said Lot 7 a distance of 1 -.65 Feet to tre Nortnwest corner Of said Lot 7: run thence 5outhe'lu along tre ooundary line oetween said Lots 6 and 7 to the 5outnwest corner of said Lot 7: run tnence Easterly along the 5outnerly ooundary Of said lot 7 a distance Of 15.35 Feet: run tnence Nortnerly in a straight line to the e5tabnshed Point of Beginning; also all Of L0t5 b. 9. 10 and 11 In BIOGK "D" Of BAYSIDE SJSDIV S:ON NO. 6 -JNIT "A". a�ccrdrng to the map or plat tnereof as recorded In Plat BOOK 51• pages 45 and 49 Of the pubnc records Of Pl.nellas r— Ourty. Florida. Together wan suomerged land and rparian rights appurtenant thereto_ I Sin erely, Jay F. yers AIA i r0__ RIGINAL REM) Aukj 14, 2009 (PLANNING Phone: '727-5c5 -1100 l=ax: i2'7- 5cI5-7135 E -mail: myersarch@ix.netr_om.com1ff CITY OF CLEARWATER '!' Q AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMINISTRATION MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, god FLOOR PHONE (727) -562 -4567 FAX (727) 5624576 L�►R,aa,TEt y,4 U 14 r C.w6 i ri L (Name of all property owners) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property: X30 $AJ LOA y $t-vp . � t_EA2taATE1� t^4 3376.7 -- 2!0 � 3 (Address or General Location) 2. That this property constitutes the property for which a request for a: 11"tY.;Lf,- Lof MC- APPL�t c- AT► o N A C-0 0to 4Et}EN S %yE Cn, r-3 Pt2pwcA A A,PPLt AT tb1J_._A40 AfPUl..ATtivJV Fn,2 lgvtLiOiadf-, / Ft-0010 fSoAK,(J C>F- AOSU'-,TAC— V AMC) A0PF -At-z-;, AWL-ItAT -tyfJ AN17 So0vPnY2T (Nature of request) 3. That the undersigned (has /have) appointed and (does /do) appoint JAY I= MY 6AP1D.X e4l6dZ5 AM0 A-'-76dc -tAtTEI-!, At2.0A IT�C- TyreC7 as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; S. That (1 /we), the undersigned authority, hereby certify that the foregoing is true and correct. � ')7� Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this �� 3C Zday of aao 9 personally appeared ?a /,o` Ja rt.'P Gc s% t.i y who having been first duly sworn deposes and says that he/she fully understands the contents of the affidavit that he /she signed. Y" Notary Public State of Florida No blic My Commission Expires: ? G� Sandra Jo Rooney ta u � Hof My Commission DD682254 �Of Expires 08/06 /2011 S: application forms/development review /Affidavit to Authorize Agent ORIGINAL REVE11 AUG 14 2009 PLANNING tit L9j O� ad H� H A OWxU E.. �3 Z-41 w z C6 u. a UA Waab H� �w E Z ° O VHS I3 V W-4 z a U. WTY OEED CORPORATION a vVW% r V / V Eot J, - =0 RAMCO FORM A -3 (�, 4Yq P111benture, Made. this 14th day of May 14 14052022 72 MET; 1 o I41 ffl7�• 40 �o 41 2 5'v 42 93.10 ST ,A.D.1976 ?3EtjUjeg1t CLEARWATER POINT LAND COMPANY a. Corporation Florida , having its principal place of existiv under the laws of the State of and State of Florida business m the County of Pinellas and lawfully authorized to tratuact business in he State of Florida, party of the first p4r4, and TAVER. BAYLY, DONALD F. BRACKETTE GEWOLFEE.TRUSTHARD' )F SPENCER SCHEIDEMAN, JOHN A. TAYLOR) J YACHT CLUB, INC; their successors in office, or assigns Mailing address: % George E.W. Hardy % First National Bank of Clearwater - P.O. Box 1.79, C Florida 33517 of the County of Pinel.l.as and State of part y of the second part 3fflitxle99et4: That the said party of the first part, for and itr consideration - the sum +of -- Ten- (- 10_OODollars, and no /100 - to•it in hand paid by the said party of the second part, the receipt whereof rs. hereby ack � f ��na granted abed bargained and sold to the said part y of the second part, it s h forever, and State of Florida, tribed land situate, lying and being in the County of Pinellas LOTS 5 and 6 and that part of LOT 7 described as follows: Begin at a point in the north aboundary heline ofesOTc7 whicofsaid point is located 14.65 feet a LOT 7 for a point of beginning; and from the point of beginning aid thus established, run thence west along nn°orthwesttcornerdofysaidsLOT LOT 7 a distance of 14.65 feet to 7; run thence southerly along the - boundary line be een LOTS 6 and 7 to the southwest corner of said LOT 7; run thence of 15.st along the southerly boundary of said LOT ? a feet; run thence northerly in a straight line to the established point of beginning; in BLOCK I'D" or °f latYthereofBas recorded in - UNIT "Alt, according to the map p of inllas Plat Book 51, pages 48 and 49of the gedllandeanddriparianerights County, Florida. Together with appurtenant thereto. This conveyance is made subject to taxes for the year 1976 and subsequent years. This conveyance is also to artlzneandall toright; boattitle slips adjoining of the party of the first p the above described property. R>:cs;apED � oo _ Pls+lELLAs co. LOR1..0,4 41 St So N: �i "r,l:l;:i C,:IRi 42 Sur 43 Int 3s G% sd MAY i � � 36 Tot ---r q And fire said ' ilo y of the first part does hereby fully warrant the title to said land. and will defend the P :same: agains the luwf#[.4airns of all persons whomsoever. cf Ytit2tE3i l�ereiisf, the said party of the first l.. // ••..- .. : orporate part has caused these presents to be signed in its name by (C its proper officers, and its corporate seal to be affixed, attest- ed by its secretary, the day and year above mitten. Secretary r ©R i�rAmER POIN l �::'' settled �eliitere� i "resenre of us: i GE - resident This Instrument jrWTdstj lent Was Prepared By J. M LIVINGSTON, OF Address PINELLAS COUNTY TITLE COMPANY 641 Court Street - Clearwater, Florida as°a necessary incident to the fulfillment of conditions ntaine dined by title insurance 830 BAYWAY BLVD FLD2009 -07021 CYC ADDITION RENOVATIONS Zoning: T atlas# 285A '� � a '� �. � � �- � �.:: � a z H N Z r .! C2 P4 r•. r • `Y RAMCO FORM A -9 ac 1I:" (FROM CORPORATION) U : � — _�� •�•.i is `: 711r CLEARWATER POINT LAND COMPANY TO a TRUSTEES OF CLEARWATER. YACHT CLUB INC. MAY 14 � 1976 ot. `= ABSTRACT OF DESCRIPTION a z H N Z r .! C2 P4 r•. r �� � � � � Gy � �� �: � °°` t- � c� � � � � OA ad Ha E~ I O�, a�3 a� w Z 0. u OQ w�a O a Z A OWx Q3 .al w av NTY DEED CORPORATION 76069677. (`. M N 191 W61 it I RAMCO FORM A -3 t's l, iibenturP, Made. this 14th, day of May ?39 tuttlt CLEARWATER POINT LAND COMPANY 1'.04-4411 PACE 957 , A.D. 1976 . , a corporation existing under the laws of the State of Florida , leaving its principal place of business in the County of Pinellas - and State of Florida , and lawfully authorized to transact business in the State of Florida, party of the first part, and . TAVER BAYLY, DONALD F. BRACKETT, GEORGE E. W. HARDY, SPENCER S. SCHEIDEMAN, JOHN A. TAYLOR, JOE R. WOLFE) TRUSTEES OF CLEARWATER YACHT CLUB, INC; their successors in office, or assigns Mailing address: % George E.W. Hardy % First National Bank of Clearwater - P.O. Box 179 - Clearwater of the County of Pinellas and State. of Florida 33517 party of the second part 3mitneSSef4: That the said party of the first part, for and in consideration of the sum of Ten ($10.00) and no /100 ------------------------------- ------------- - - - - -- Dollars, to it in hand paid by the said party of the second part, the receipt whereof u hereby acknowledged has granted, bargained and sold to the said party of the second parr, its hekvmd assigns forever, the following described land situate, lying and being in the County of Pinellas and State of Florida, to -wit: LOT 7, less and except that part described as follows: Begin at a point in the north boundary line of LOT 7 which said point is located 14.65 feet east of the northwest corner'of said LOT 7 for a point of beginning; and from the point of beginning thus established, run thence west along the north boundary of said LOT 7 a distance of 14.65 feet to the northwest corner of said LOT 7; run thence southerly along the toundary line between said LOTS 6 and 7 to the southwest corner of said LOT 7; run thence easterly along the southerly boundary of said LOT 7 a distance of 15.35 feet; run thence northerly in a straight line to the established point of beginning; also all of LOTS 8, 9, 10 and 11 in BLOCK I'D" of BAYSIDE SUBDIVISION NO. 6 - UNIT "Alf, accordin to the Map or plat thereof as recorded in Plat Book 51, pages 4 and 49 of the public records of Pinellas County, Florida.,Together with submerged land and riparian rights appurtenant thereto. This conveyances is made subject to easement of record, and also subject to taxes for the year 1976 and subsequent years. This conveyance is also to include all right, title and interest of the party of the first part in and to the boat slips adjoining the above described property. �� ° —° RECORDED 14 14052023 72 CC,; I . 40 Ree _ -- "JUE -LI -A3 CO. FLORIDA 40 6.0 41 St __ -- 41 645.0 42 Sur 7tZ -C MIRY, CIRCUIT Cf+JRT 42 236•,5 43 Int __ Tot . ` `?�� :�j MAY 14 -I 36 N �r� F5' 7.S, And the {erid P46d `-- f .the first. part -does hereby fully warrant the title to said land. and will defend the fame �f-cf ' persots wIromsoever. C it Oitness 04ereof, the said party of the first (Corporate part has caused. these presents to be signed in its name by Seal its proper officers, and its corporate seal to be aff 'axed, attest - ! ed by its secretary, the day and year above written. Attest , Le, - -- G J "ecretary. CLEA.RWATER POINT LAND COMPANY SeM1Ei% a eIY1TPTP�1 Ln 31L eSeXlte of us: President This Instrument rlds nent was Prepared By Address P As OU�NTY Tim OF 641 Court Street - Clearwater, Florida as a necessary incident to the fulfillment of conditiong contained in a title insurance rnmmitmant ingiiM by it 4irJ cicz o. C O r- 6� g � r t� v' 1ta18 jof AlmarM, 4411 PACE 958 (g g If PINE LLAS Aerjehq (9Er#ifU that on this 14 day of May A.D. 19 76 , before Are perso�tally appeared JOHN F; VAN BUEREN = =and == and JUNE F . VAIL Vice— President and Secretary respectively of CLEARWATER POINT LAND COMPANY the Sate of Florida , a corporation under the Jaws of instrument as such officers and .severally acknowled;ed the t execution thereof to b� hei free ac signed rtd deed as stick offccers for the uses and purposes therein melrtioried afnd that the a rxed thereto the official seal of said corpora - lion. and that the said instrument is the act and deed of said corportion. Vif]USS m sionalure and o icial seal at ' My � If Clearwater ,. •.�� - - `'' in the County of Pine aS and State o Florida the day and year last aforesaid. f .� �,t 1 iii` i' My commission expires J. R. LIVING Notary Public, State of I,arge. .'.' . t: 4Y �.,51A.r`.oF.F��jp� ��. DO- CUME_ --,Y �� . _ . D.EP.T: �F•_R;lr'y;E.NitE,' �'' , a . �' _ iik fl Q l� !Votary Public, State of F6 &.,% -1 ' fvz 4�, -•- �;. -- ,_ it - o A : ' S:LJ:fa'TA,X = j: i.' '.c '�: ;;�. :..•..' ._._ :may' EOJC- .,UF. ;.r! •� - — - � jar -.. _ ,: s` . Z co C] fvz 4�, r r A n Z co C] y b rn y z ti o a 0 A n D 3 n O �71 0 3 t?. c.� �' � �. � � � � � r"� � c..� �. /CLAIM DEED f ROM CORPORATION J O1< D r4 �O I~ � O 0W X �a %u 40 Rec 41 St 42 Sur 43 Int Tat ;d A 30 ;w M ^ y A 7 'a a 76069678 RAMCO FORM 42 'his Quit -Maim Deed, Executed this 14 day of May CLEARWATER POINT LAND COMPANY a corporation existing under the laws of Florida business at Clearwater, Florida first party, !o TAVER BAYLY, DONALD F. BRACKETT, G S. SCHEIDEMAN, JOHN A. TAYLOR, JOE R. WOLFE, YLt ppho a po toRet ad'dre 3 itheir successors in office, % George E.W. Hardy % First National_ Bank of second party: P.O. Box 179 - Clearwater, Florida `0 8.4411 PACE 959 , A. D. 19 76, by and having its principal place of EORGE E. W. HARDY, SPEN TRUSTEES OF CLEARWATER or assigns Clearwater, 33517 (Wherever used herein the terms "first party" and "second party" shall include singular and plural• heirs, leyal representatives, and assigns of individuals, and the successors and assigns of corporations, wherever the contest so admits or requires.) Witnessethp That the said first f' party, for and in consideration of the sum of $ 10, 00 in hand paid by the said second party, the receipt whereof is hereby acknowledged, does hereby remise., re- lease and quit -claim unto the said second party forever, all the right, title, interest, claim and demand which the said first party has in and to the following described lot, piece or parcel of Ihnd, situate, Lying and being in the County of Pinellas State o Florida f to wit: 1 14 14052024 72 00C -- =� 40 4.0( 3� A temporary building easement over the 41 South fift four (54) feet of the West 42 .31 J O T ---- - - - - -- thirty (30T feet of LOT TWELVE (12) in 4. OE BLOCK I'D" of BAYSIDE SUBDIVISION NO. 6, �4= UNIT "A ", as recorded in Plat Book 51, . r pages 4$ and 49 of the public records of Pinellas County, Floridat together with roof overhang. It is agreed between the parties hereto, that this building, q._ easement will e pir ,,.o, May 14 1977„ .r 1 w ;(. '1- - - •ice ,- .� -.:.f i _ ��• "T Rit:-LC MA.. ,�` ,. - 77 ° , n ' .yam ��:. . _�j .(�- ' o: -• c?' — i?'�' ";F•1:471'� c•Ul��)�17- ai.'�:�•: - `xo. ::ta - - -',. IOS34: 4 - ty� ' — ''REYEkpF; :;``..:;:,;_ :1703%1': �`.•. '':`-r -.� . •.':: :�'(; :•—> . faire and to `ld the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim what- soever of:. t4,'9.' said first party, either in law or equity, to the only proper use, benefit and behoof of the said second 'pt;rty f o •ever. �n witness thereof the said first party has caused these pres- ' (CORPORATE SEAL) ents to be executed in its name, and its corporate seal to be hereunto affixed, �• •` .. by its proper officers thereunto duly authorized, the day and year first above written. CLEARWATER POINT - LAND• COMPANY•••_ Secretary d d 'vered in the prese ce of: .... ........ . .. . ......... ......... ) By........ ••• ....... A ................................ ............................... "PLIED j,►tc..- – President i'!!(r..it. CCU. *LJRIUA TfATE OF ' Wtttl O',IRT COUNTY OF FLOR�DA PINELLAS MAY I� � 3g p� �� I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the tape nd unty aforesaid to take acknowledgments, personally appeared JOHN F. VAN BUEREN AND JUNE R. VAIL well known to me to be the Vice- President and Secretary respectively of the corporation named as first party in the foregoing deed, and that they severally acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in them by said corporation and that the seal affixed thereto is the true corporatl seal, of laid corporation_ WITNESS my hand and official seal in the County and State last aforesaid this 1.4 .. day, of- A. D. 19 76 This Inst ent Was Pre This his /ru eT r iNGSTON, p ed By � S COL TITLE COAfpAny J. R. LIVINb$FOl�6.. 642 Court Street Clearwater otafiy,lic; t�o>`rloridti at )(mod r�r?'iIYr is as a necessary incident to the f,�1rFii° _. >f' My Coinmicaiari hxn etg Autly 25: W Of conditi,,.,.. ___. . 5T Ch: ORIGINAL RED r JUG. 01 2300 I PLANNING RAMCO FORM 42 FROM CORPORATION i .x:. �� �. � �' F" Z � � �. � �,� .x:. �� �. .x:. i STATE OF FLORIDA COUNTY OF PINELLAS AFFIDAVIT .OF NO LIENS I ss Before me, the undersigned authority, personally appeared . CLEANWATER POINT LAND COMPANY BY —1�bNi�1 r, VAiJ who, being first duly sworn, depose and say: 1. That it is the owners) of the following described property located in Pinellas County, Florida: LOTS 5 and 6 and THAT PART OF LOT -7 .described as follows: Begin at a point in the north boundary line of LOT 7 which said point is located 14.65 feet east of the northwest corner of said LOT 7 for a point of beginning; and from the point of beginning thus established, run thence west along the north boundary of said Lot 7 a distance of 14.65 feet to the northwest corner of said LOT 7; run thence southerly along the boundary line between said LOTS 6 and 7 to the southwest corner of said LOT 7; run thence easterly -along the southerly boundary of said LOT 7 a distance of 15.35 feet; run thence northerly in a straight line to the established point of beginning; in BLOCK "D" OF BAYSIDE SUBDIVIS10N NO. 6 - UNIT rrpn, according to the map or plat thereof as ,recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights app.grtenant thereto. 2. That said property is now in possession of the record owner(s). 3. That there has been no labor performed or materials furnished on said property within the past three months for which there are unpaid bills for labor or material against said property; and. that there are no claims whatsoever of any kind or description against said premises for which liens could be filed according to the statutes in such cases made and provided, including all charges for water, gas, garbage collection, electricity, and /or any other utility. 4. That they hereby warrant that they have received no notice of any public hearing regarding assessments for improvements by any Government, and that there are no unpaid assessments or liens against the above property for improvements thereto by any Government, whether or not said assessments appear of record. 5. That there is no outstanding unrecorded contract of sale, deed, conveyance or mortgage affecting the title to said property. 6. This representation is made under oath for the purpose of inducing TRUSTEES OF CLEARWATER YACHT CLUB, INC -- to purchase the above described property. Subscribed and sworn to before me this May 149 1976. eW- ----------- tarWyPu b1ic My commission 'expires: 9. Ft. l.1ViNG8'r01Ur .,._ Notary Public; State of. Florida. at LaTl'e4 My Commission M pares. Aug.; 25, 187T. CUEARWATER POINT_ LAND COMM&L) 'AL) .Alt) - (SEAL) ORIGINAL RECT JUL 01 2009 ' PLANNING PINELLAS COUNTY TITLE COMPANY TITLE INSURANCE DEPARTMENT P. O. BOX 669 $41 COURT STREET CLEARWATER, FLORIDA SELLER: : CLEARWATER POINT LAND COMP BUYER: CLEARWATER YACHT CLUB DESCRIPTION: LOTS 5, 6, 7, 8, 9,10, 11, BLOCK "D ", BAYSIDE SUBDIVISION 140. 6, UNIT "A' Closing Date: APRIL 30, 1976 BUYERS CLOSING STATEMENT . _ /'ti11D/.L�C• lrDL`T1TTC w- Price of Property:'. 300,000.00 Deposits: 25,000.00 Additional Deposits: Existing lst Mortgage Balance - Pro -rated Interest: Transfer /Recording Fee: Payment Due: Late Charge: Escrow Balance: Earned PRA Insurance Premium: Existing 2nd Mortg ge Balance Pro -rated Interest: Transfer /Recording Fee: Payment Due: Late Charge: Back Taxes: Penalties: Special Assessments: Pro -rated Current Year Taxes: 1,339.73 Rent Settlement: 1,114.88, At -IM • Slip rent deposits 718,24 New Mortgage Loan Proceeds: SELLER Assumed Closing Costs: Mortgage Intangible Tax: Note Document Stamps: Mortgage Recording Fee: Deed Recording Fee: 24.00 Deed Document Stamps: Deed Surtax Stamps: Owners Title Insurance Premium: Mortgagees Title Insurance Premium: Real Estate Brokers Commission: Survey Fee: Termite Inspection Fee: 1. 2. 3. 4. 5. A DUE FROM BUYERS AT CLOSING TOTALS PINELLAS COUNTY TITLE CO. zj c) s ___g_ ;np r . rn. P? n . 271,851.15 300,024.00 300,024.00 ORIGINAL RECT J UL 01 2009 PLANNING k- - — — .1 PREPANE.D 0 APPROV L CO "T (I Ar r PD, R &-- ttyc U t b C k i f7 I t, A --T A— CHAki-L:r, ,_,Sco�cP�C /.?0�.Z/2Wr►J_ It.j -,s - TCr��icC'fEk'Ar1c� 3 4 r4 See Ea Lr j 'T j, AIA CiC AA Oqql M. 14 A r,,VJA 'rA n E, rn a, c- je 10 1A, -16 c WAS OVT K; Ay - .14 N Jr A I.- MOMAS. �L.l lzc-ilp J_':'. CA. ILL: C,.- It lic.. -7 e,-; %1A i , 6,0 A. bY. A erH TERM STOUT" al o Atier&Z.FISH t-1 roe, 40—e,\ _0 MMAIMA 100 r 04. -Fr -o 4J Fr- Z$33A)-4y – 2�5 ORIGINAL RECD JUL 01 2009 PLANNING AppRgVrp �iiLS�RfPtf(t�i __ CD UT RA cr /1 _._.� ,__ F'p. ,�.._ ..... ---- -� SF_A'4 F.- So:v�l Nn3r ��j�lrilf: : -• �; ,.'�' % . __ !ti'1L•� -- 5'00 _.. _._ y't_7�._— __�a.,Q4_ - -- �rtr,nPt;, Ft.' g rNQ21GKSaA 51.7. A'r7raRrunsv - - -- - - -- - - - -- - _ - .. DONA, :(,r. 7 -Y �"' ..___�+� K �,,,c .� . -.��.' �����! . - -. �t�$.- ._ - - - -- 85.48 __ �-i76.._ 8a,co_ � :.• _ »caw TR., ��s!f� �- _- ._..QA f .�. »._..._._. __?•�'13• -_. - '- �2,!tb __ -. , w.)�� :._..l�- �c����Nr - -G.�. -err �1 335fa' • mot.,,..-- .r..�. — .', .— _. —.. _ + � .. � - �_. .• _ . _ ___ —._ —_ _.. —._�__ y Q• _ . • _ .. .._. -_- -.._._ _ — --. — - -_ - - - ._ - . 6 JUL p 1 2445 N CDB Meeting Date: September 15, 2009 Case Numbers: FLD2009 -07021 Agenda Item: D.3. Owner /Applicant: ' Clearwater Yacht Club Inc. Representative: Jay Myers, Myers & Associates Architecture Address: 830 Bayway Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval (1) to permit the upgrading and expansion of an existing social and community center in the Tourist (T) District with a lot area of 50,428 square feet, a lot width of 410 feet, a front (south) setback of six feet (to pavement), a side (east) setback of zero feet (to existing pavement), a side (west) setback of 14 feet (to existing shed), a rear (north) setback of zero feet (to pavement and tiki hut), a building height of 27.5 feet (to midpoint of roof) and 50 parking spaces, and (2) to permit outdoor storage (boats) in the Tourist (T) District as a Comprehensive Infill Redevelopment Project, under the provision of Community Development Code (CDC) Section 2- 803.C. CURRENT ZONING: Tourist (T) District CURRENT FUTURE LAND USE CATEGORY: Resort Facilities High (RFH) BEACH BY DESIGN CHARACTER DISTRICT: Clearwater Pass District PROPERTY USE: Current Use: Social and Community Center Proposed Use: Social and Community Center EXISTING North: Preservation (P) District SURROUNDING Intracoastal Waterway ZONING AND USES: South: High Density Residential (HDR) District Attached Dwellings East: Tourist (T) District Attached Dwellings West: Tourist (T) District Attached Dwellings ANALYSIS: Site Location and Existing Conditions: The 1.15 acre subject property is located on the north side of Bayway Boulevard approximately 650 feet east of the intersection of Gulf Boulevard and Bayway Boulevard within the Beach by Design Clearwater Pass District. The site is occupied by the Clearwater Yacht Club. Currently, Community Development Board — September 15, 2009 FLD2009 -07021 —Page 1 of 8 inefficient angled parking exists with little landscaping and the loading and drop off area do not function well. The Clearwater Yacht Club was established in 1911 and is one of the original 13 member clubs of the Florida Council of Yacht Clubs. The proposed renovations are part of the 100 -year anniversary celebration. The Club is home to youth sailing, sunfish sailing, yachting, cruising, regattas and many more. The Yacht Club is open Tuesday through Sunday all year. The dining room is open each day for lunch and dinner. To the west, south and east are attached dwellings. To the north is the intracoastal waterway, on which the existing docks are located. At its meeting of May 17, 2005, the CDB approved case FLD2005- 01008, which called for raising the existing structure and constructing a new 18,500 square foot yacht club including offices, exercise rooms, restaurants and a parking garage structure. That proposal has since expired. Development Proposal: The current proposal has been significantly scaled down from the prior approval and is to construct a 512 square foot building addition, construct a porte cochere, reconfigure the parking lot, and landscape and screen the existing boat storage area. The building addition is proposed to address handicap accessibility issues with a new elevator and entranceway, and will be designed to match the existing facade. The current drop -off, pick -up area is elevated at approximately 10 feet above existing grade. The proposal is to have the drop -off area grade reduced to approximately four feet above existing grade. The current angle parking will be converted to perpendicular parking to improve circulation, emergency access and provide for three generous, 300 square foot, interior landscape islands. Additional improvements include foundation plantings and a large 15 foot wide landscape buffer to screen the existing boat storage area, which is located at the west side of the parcel. Floor Area Ratio (FART Pursuant to CDC Section 2- 801.1, the maximum allowable FAR is 1.0. The proposal is in compliance with the above as it has a FAR of 0.21. Impervious Surface Ratio (ISR ): Pursuant to CDC Section 2- 801.1, the maximum allowable ISR is 0.95. The overall proposed ISR is 0.72, which is consistent with the Code provisions. Minimum Lot Area and Width: Pursuant to CDC Table 2 -802, the minimum lot area for social and community centers can range between 5,000 — 10,000 square feet. The overall existing site is 50,428 square feet of lot area. Pursuant to the same Table, the minimum lot width for social and community centers can range between 50 — 100 feet. The existing lot width is 410 feet. The proposal is consistent with these Code provisions. Minimum Setbacks: Pursuant to CDC Table 2 -802, the minimum front setback for social and community centers can range between 10 — 15 feet, the minimum rear setback can range between 10 — 20 feet and the minimum side setback can range between 0 — 10 feet. The proposal includes reductions to the front (south) setback from 15 feet to six feet (to proposed pavement), the side (east) setback from 10 feet to zero feet (to existing pavement) and the rear (north) setback from 20 feet to zero feet (to existing pavement and tiki hut). The side (east) setback is within the flexibility range while the front (south) and rear (north) are not within the flexibility range thus the filing of a Comprehensive Infill Redevelopment Application. With regard to the existing development, the current front (south) setback is four feet to pavement. The current four feet setback is sparsely landscaped. While the proposed setback to pavement is only two feet more, six feet total, it is an improvement and will allow some accent Community Development Board — September 15, 2009 FLD2009 -07021 — Page 2 of 8 and palm trees to be installed. The existing side (east) and rear (north) setback of zero feet to pavement has been such for many years. In neither case is there the opportunity to remove pavement. The existing tiki but was constructed to a zero foot setback without permits, and as such a condition of approval is that proper permits are obtained for the tiki but prior to issuance of any building permits for the other improvements proposed for the building and site, and that no Certificate of Occupancy be issued for these improvements until a Certificate of Occupancy is issued for the tiki hut. Maximum Building Height: This site is located within the Clearwater Pass District of Beach by Design, which is silent with regard to allowable height. CDC Table 2 -802 allows a height range between 35 feet — 50 feet. The addition is proposed at 27.5 feet, below the allowable range, and thus consistent with Code requirements. Minimum Off - Street Parking: Pursuant to CDC Table 2 -802, the minimum required parking for social and community centers is between four to five parking spaces per 1,000 square feet of gross floor area. The proposed 11,012 square feet of gross floor area would require 55 parking spaces at five spaces per 1,000 square feet. At four spaces per 1,000 square feet of gross floor area the parking requirement would be 44 spaces. The proposal includes 50 parking spaces including two code compliant handicap spaces, which results in 4.54 parking spaces per 1,000 square feet of gross floor area. To substantiate the requested parking reduction, the applicant has provided a parking demand study that indicates the peak hours during the week are from 8PM — 9PM and on the weekend from 7PM — l OPM. Generally the week day load is 25 cars (50 percent capacity) and during the weekend the load is 30 cars (60 percent capacity). When the club hosts regattas and formal occasions demanding increased parking requirements, patrons are shuttled from the Clearwater Sailing Center through and existing parking agreement. Mechanical Equipment: Pursuant to CDC Section 3- 201.D.1, all outside mechanical equipment must be screened so as not to be visible from public streets and/or abutting properties. Any new mechanical equipment will be located on the roof and screened by the mansard wall. An existing transformer is being relocated and that will be screened by landscape material. Sight Visibility Triangles: Pursuant to CDC Section 3- 904.A, to minimize hazards at the driveways, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within the 20 -foot sight visibility triangles. All proposed landscape material planted within the sight visibility triangles will need to be maintained to meet the Code requirements. Utilities: Pursuant to CDC Section 3 -911, for development that does not involve a subdivision, all utilities including individual distribution lines must be installed underground unless such undergrounding is not practicable. Electric and communication lines will be installed underground on -site in compliance with this requirement. Landscaping_ Pursuant to CDC Section 3- 1202.D, there are no perimeter buffers required in the Tourist District; however the applicant has proposed a 6 - 10 foot landscape buffer adjacent to the off - street parking as well as a 15 foot buffer in front of the boat storage area. The buffers will be planted with palms including sabal palmetto and washingtonia. Along with the palms will be multiple species of shrubs and groundcover. The addition of landscape buffers will provide enhanced landscape design. Pursuant CDC Section 3- 1202.E, ten percent of the vehicular use area Community Development Board — September 15, 2009 FLD2009 -07021 — Page 3 of 8 must be landscaped with interior islands a minimum of 150 square feet in size and with foundation plantings provided along 100 percent of any building facade facing a street right -of -way. The proposal provides 10.12 percent of the vehicular use area as landscape islands. As discussed previously three of the proposed landscape islands contain over 300 square feet of planting area. This generous amount of space will allow the proposed shade trees to provide canopy over the asphalt surface. Lastly, foundation plantings with sabal palms and various species of shrubs and groundcover have been provided for not only on the street right -of -way but also the building facade facing the parking lot. Solid Waste: The proposal will utilize the existing dumpster pad and enclosure. The proposal has been found to be acceptable by the City's Solid Waste Department. Additional Applicable Beach by Design Guidelines: Section VII.D.1 requires the area between the building and the right -of -way to be 12 feet in width to create a pedestrian- friendly environment. The proposed addition will be 37 feet from the right -of -way. Section VII.F requires all surface parking areas to be landscaped so that the view of such parking facilities from public roads, sidewalks and other places defined by landscape material instead of asphalt. As discussed above, a 6 — 10 foot wide landscape buffer has been provided to screen the surface parking area from the road and sidewalk. Section VILLA provides a recommended color palette. The existing building colors are gray, white and blue. The roof is a concrete barrel tile that is gray and light blue in color. The proposed addition will be constructed to match the existing building. The colors have been found to be acceptable. Code Enforcement Analysis: There are no Code Enforcement issues associated with the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the social and community center use with the standards as per CDC Tables 2- 801.1 and 2 -802: I See analysis in Staff Report Community Development Board — September 15, 2009 FLD2009 -07021 — Page 4 of 8 Standard Proposed Consistent Inconsistent Maximum FAR 1.0 0.21 X Maximum ISR 0.95 0.72 X Minimum Lot Area 5,000 - 10,000 sq. ft. 50,428 sq. ft. X Minimum Lot Width 50 - 100 feet 410 feet X Minimum Setbacks Front: 10 - 15 feet South: 6 feet (to pavement) X' Side: 0 - 10 feet East: 0 feet (to pavement) X' Side: 0 - 10 feet West: 14 feet (to shed) X Rear: 10 - 20 feet North: 0 feet (to pavement) X' Maximum 35 - 50 feet 27.5 feet X Building Height Minimum 4 - 5 spaces per 1,000 sq ft GFA 4.54 spaces per 1000 sq ft GFA X Off - Street Parking (55 parking spaces) (50 parking spaces) I See analysis in Staff Report Community Development Board — September 15, 2009 FLD2009 -07021 — Page 4 of 8 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2 -803.0 (Comprehensive Infill Redevelopment Project): Community Development Board — September 15, 2009 FLD2009 -07021 — Page 5 of 8 Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and /or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board — September 15, 2009 FLD2009 -07021 — Page 5 of 8 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the overnight accommodation use with the General Standards for Level Two Approvals as per CDC Section 3 -913: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of August 6, 2009, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. The 1.16 acres is located on the north side of Bayway Boulevard approximately 650 feet east of the intersection of Gulf Boulevard and Bayway Boulevard; 2. The subject property is located within the Clearwater Pass District of Beach by Design; 3. The proposal is to permit the upgrade and expansion of a social and community center with a 512 square foot addition and parking and landscaping upgrades; 4. The design of the proposed addition will appear as an extension of the existing building with a similar height and similar exterior material and color; 5. The proposal includes front, side and rear setback reductions; 6. The proposal includes a reduction to required parking for a social and community center from 55 spaces (based on 5 spaces per 1,000 square feet) to 50 spaces; 7. The submitted Parking Demand Study demonstrates that adequate parking is available on site and from a remote lot to support the requested reduction to on -site parking; and 8. There are no current outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2- 802 of the Community Development Code; Community Development Board — September 15, 2009 FLD2009 -07021 —Page 6 of 8 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of August 6, 2009, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. The 1.16 acres is located on the north side of Bayway Boulevard approximately 650 feet east of the intersection of Gulf Boulevard and Bayway Boulevard; 2. The subject property is located within the Clearwater Pass District of Beach by Design; 3. The proposal is to permit the upgrade and expansion of a social and community center with a 512 square foot addition and parking and landscaping upgrades; 4. The design of the proposed addition will appear as an extension of the existing building with a similar height and similar exterior material and color; 5. The proposal includes front, side and rear setback reductions; 6. The proposal includes a reduction to required parking for a social and community center from 55 spaces (based on 5 spaces per 1,000 square feet) to 50 spaces; 7. The submitted Parking Demand Study demonstrates that adequate parking is available on site and from a remote lot to support the requested reduction to on -site parking; and 8. There are no current outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2- 802 of the Community Development Code; Community Development Board — September 15, 2009 FLD2009 -07021 —Page 6 of 8 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. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development application (1) to permit the upgrading and expansion of an existing social and community center in the Tourist (T) District with a lot area of 50,428 square feet, a lot width of 410 feet, a front (south) setback of six feet (to pavement), a side (east) setback of zero feet (to existing pavement), a side (west) setback of 14 feet (to existing shed), a rear (north) setback of zero feet (to pavement and tiki hut), a building height of 27.5 feet (to midpoint of roof) and 50 parking spaces, and (2) to permit outdoor storage (boats) in the Tourist (T) District as a Comprehensive Infill Redevelopment Project, under the provision of Community Development Code (CDC) Section 2- 803.C, with the following conditions: Conditions of Approval: 1. That prior to the issuance of any building permits, all boats or trailers stored within 27 feet of the front property line be relocated behind the 27 foot front setback requirement; 2. That the final design and color of the buildings be consistent with the elevations approved by the CDB; 3. That, prior to the issuance of the Certificate of Occupancy, all utility and communication lines be placed underground and electric panels and boxes be painted the same color as the building; 4. That prior to the issuance of any building permits, all necessary building permits are obtained for the existing tiki hut; 5. That prior to the issuance of a Certificate of Occupancy, a Certificate of Occupancy must be issued for the existing tiki hut; and 6. That prior to the issuance of any permit, all requirements of General Engineering, Stormwater Engineering, Traffic Engineering and the Fire Department be addressed. Prepared by Planning Department Staff: A. Scott Kurleman, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: (Planning DepartmentlC D BIFLEX (FLD) (Pending Casesl Up For The Next CDBIBapvay 830 Clw Yacht Club (T) 2009.Xx - 9 -15- 2009 CDB - SKIClearwater Yacht Club - Staff Report.Docx Community Development Board — September 15, 2009 FLD2009 -07021 — Page 7 of 8 Resume A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727 -562 -4553 scott .kurleman(a_myclearwater.com PROFESSIONAL EXPERIENCE • Planner III • Planner II August 2008 to present June 2005 to August 2008 Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, variance, and conditional use. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with surroundings. Interdepartmental and zoning assistance. Respond as a City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. • Land Resource Specialist City of Clearwater June 1996 to June 2005 Coordinates with City Legal Department to initiate legal proceedings for non - compliance with City land resource regulations. Landscape re- inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection. Perform inspections with contractors, owners, and City departments to monitor the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. • Account Manager Cherry Lake Farms, IMG Enterprise, Inc. 1993-1996 Groveland, FL Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in -field inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. • Licensed Marketing Representative Allstate Insurance Company 1991-1993 Clearwater, FL Field inspections of insured structures. Policy service and account maintenance. Store Manager William Natorp company, Inc. 1983-1991 Cincinnati, OH Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION GRADUATE —Certificate: Community Development, UNIVERSITY OFSOUTHFLORIDA, TAMPA, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arboriculture. ISA, International Society of Arboriculture, Certified Arborist, FL -0414. A h a z z —1 CLEARWATER HARBOR 16523 3262 04909 1 L— �� 13 1 O 16519 4 L_ _1 I ' 5 6 8 ��, - 17.1 58 �1 9 1 10 11 12 f� rn I 7 0 5 e O I05g2� BLVD 060 A BA YWAY , 87 � 8 1p tip p R F O L 16522 O 1 8 70 O 5 I 6 r � r —1 F , — — L -16525 ` 05076 21 22 10 9 / ' 8 7 O 840' o f I A $ 18 820 w S GULFVIEW BLVD s /�m� r _ A L5o7s 2O O /^ 80� O 0515 5 8 5 e 8 L O y -16517 ' 2 I of '5076 �` — — — 8y L °� A o 2 — — — h O � a m5(s) 2 715 qO Oi O r 1 551 L16521 2 EXISTING CONDITIONS MAP Owner: Clearwater Yacht Club Inc. Case: FLD2009 -07021 830 Bayway Boulevard Clearwater, FL 33767 -2613 Site: 830 Bayway Boulevard Property Size: 1.15 Acres PIN: 17- 29 -15- 05022 - 004 -0050 Atlas Page: 258A _a d z a z i P ro 6 �650� 0 W p n BAYWAYBLVD 87 HDR v 840 820 Q � S GULFVIEW BLVD J `� W 5 88 �G y T �O vJ N 0S i t p P 715 551 ZONING MAP Owner: Clearwater Yacht Club Inc. Case: FLD2009 -07021 830 Bayway Boulevard Clearwater, FL 33767 -2613 Site: 830 Bayway Boulevard Property Size: 1.15 Acres PIN: 17- 29 -15- 05022 - 004 -0050 Atlas Page: 258A FIRST 3 ST � ? z SECOND ST DR THIRD ST W u Q o -j z Q 0 i 0 U f� 8RIGHT WATER DR FtfiT{ r ST 2 ul BAYSIDE QR PROJECT SITE �� auvQ 1 g�VQ m `o L aS U) LOCATION MAP Owner: Clearwater Yacht Club Inc. Case: FLD2009 -07021 830 Bayway Boulevard Clearwater, FL 33767 -2613 Site: 830 Bayway Boulevard Property Size: 1.15 Acres PIN: 17- 29 -15- 05022 - 004 -0050 Atlas Page: 258A y SYNERGY Civil Engineering, Inc. July 7, 2009 A. Scott Kurleman, Planner III City of Clearwater (Planning Department) 100 South Myrtle Avenue Clearwater, Florida 33756 Re: FLD2009- 07,021 830 Bayway Blvd. Letter of Incompleteness Clearwater Yacht Club Dear Mr. Kurleman: 3000 Gulf to Bay Boulevard, Suite 201 Clearwater, FL33759 (727) 796 -1926 www.synergycivileng.com Certificate of Authorization No. 27692 This letter is in response to your request for additional information concerning a traffic study, specifically item number (4) indicated in your letter, addressed to Jay Myers and dated July 06, 2009. The Clearwater Yacht Club is proposing to construct a 512 square foot building addition for the purpose of installing a new elevator, mechanical room and small lobby area. The use for the proposed addition will not cause an increase in traffic volume at the facility and does not exceed any thresholds set by the City of Clearwater with respect to required traffic studies. In fact the old parking lot is nonconforming and we are proposing to bring the parking lot into compliance with respect to City, Fire Department and ADA accessibility standards. On July 6, 2009 I met with Himanshu Patni, P.E. from the Clearwater Traffic Operations Department and he confirmed that a traffic study will not be required due to the limited size and scope of this project. If you have any additional questions concerning this matter please contact me at my office (727) 796- 1926 Sincerely, Michael.J. Palmer, P.E. President Synergy Civil Engineering, Inc. ORIGINAL REC A U b 1 2 0 G 9 ci PLANNING ! F/ r Property Appraiser General Information: 17/29/15/05022/004 /0050 Card 1 Page 1 of 4 Interactive_ Map of this Sales Back to Search New Tax Collector parcel Query Results Searcl.. Information -Qji jpty' oniment.about this parcel 17/29/15/05022/004 /0050 Building 1 Data Current as of June 21, 2009 [11:20 am Thursday July 2] Nonresidential Property Owner, Address, and Sales Print. Restaurant/Lounge/Drive- Property Use: 348 in BAYSIDE SUB NO. 6 UNIT A BLK D, LOTS 5 THRU 11 INCL 2008 Exemptions Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional: No Agricultural: $0 Historic: $0 2008 Value 2008 Tax Information Comparable Sales Value:: $0 Tax District: CW Improvement Value per F.S. Millage: 20.3578 553.844 Just/Market Value: $4,460,000 Non Ad Valorem Assessments: $.00 Assessed Value/ SOH Cap. $4,460,000 Taxes: $90,795.80 History Taxable Value: $4,460,000 Taxes without Save - Our -Homes cap: $90,795.80 A significant change in taxable value may Taxes without any exemptions: $90,795.80 occur when sold due to changes in the market or the removal of exemptions. Click here for more information. Owner /Mailing Property Address Address CLEARWATER YACHT CLUB INC 830 BAYWAY BLVD 830 BAYWAY BLVD CLEARWATER FL 33767 -2613 Parcel Information Book/Page: Land Use: Airports 16195/0201 (private or... (20) Census Tract: 260.02 Sale Date Book/Page Price QJU V/1 1976 4411/957 $215,000 Q I 1976 4411/955 $55,000 Q I Plat Year Plat Book/Page(s) 1959 0511048 - 049 http://www.pcpao.org/general—nadet.php?pn=1529170502200400501 7/2/2009 Property Appraiser General Information: 17/29/15/05022/004 /0050 Card 1 Seawall: Land Use Land Information Frontage: None Page 2 of 4 View: Land Unit Units Method Size Value Airports private or commercial) bus terminals. 415 x 120 (20) Structural Elements Foundation: Special Footing Floor System: Slab on Grade Exterior Wall: Concrete Block/Stucco Roof Frame: Flat Roof Cover: Built -up Wood Height Factor: 0 Floor Finish: Carpet Combination Interior Finish: Drywall Party wall: None Structural Frame: None Cabinet & Mill: Average Quality: Average Heating & Air: Heating & cooling Package Electric: Average Bath Tile: None Fixtures: 28 Total Units: 0 Year Built: 1971 Effective Age: 25 Other Depreciation: 0 Functional Depreciation: 0 Economic Depreciation: 0 150.00 49,800.00 S j en plot 1ii _New Window View Floor: 0 1 ;Cli.ck here if screen is blank i d http: / /www.pcpao.org /general_ nadet.php ?pn= 1529170502200400501 7/2/2009 a Property Appraiser General Information: 17/29/15/05022/004 /0050 Card 1 Page 3 of 4 http: / /www.pcpao.org/general _ nadet.php ?pn= 1529170502200400501 7/2/2009 Sub Area information Nonresidential Extra Features Description Building Finished Ft Grass Area F_t2 Factor- Effective Ft� _Base Area 5,610 5,610 1.00 5,610 Base Semi. Finished 1,588 1,588 .85 1,350 Utility Room. Finished $2.00 2,378 .55 1,308 Utility Room. Boat Slip 924 $10,000.00 370 Unfinished $340,000.00 1971 .40 22X40 Total Building Finished SF: 7,198 Total Gross SF: 10,500 Total Effective SF: 8,637 http: / /www.pcpao.org/general _ nadet.php ?pn= 1529170502200400501 7/2/2009 Nonresidential Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year Asphalt 12000SF $1.75 12000 $21,000.00 $21,000.00 Unknown Fire Sprinkler 4208SF $2.00 4208 $8,420.00 $4,720.00 1971 Boat Slip $10,000.00 34 $340,000.00 $340,000.00 1971 Pool 22X40 $30,000.00 1 $30,000.00 $12,000.00 1971 Concrete Pavement 646 $4.00 646 $2,580.00 $2,580.00 Unknown Gazebo 6X10 $35.00 60 $2,100.00 $1,180.00 1991 Patio/Deck 2473SF $6.00 2473 $14,840.00 $8,610.00 1992 http: / /www.pcpao.org/general _ nadet.php ?pn= 1529170502200400501 7/2/2009 Property Appraiser General Information: 17/29/15/05022/004 /0050 Card 1 Page 4 of 4 Radius (feet): 1275 Aerials: 2007 Color Transparency: 0.5 Update Map If you do not see a map, the SVG viewer has not been installed. Click here for information and installation. How to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG "; Open a Word document; Select "Paste Special' from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame "; Select "Open rame in New Window "; Print from the new window. MTV 1 1,� � -jot; — �• ` � , Af' _ ,.:� �y� W�11 R�%-n N S. .6,01i 1 ��1 a� NOW T. ti 1 E 1 J . :e Interactive Map of this Sales Back to _Search New Tax Collector parcel Query Results Search Information .1 I Question /Comment about this page http: / /www.pcpao.org/general _ nadet.php ?pn= 1529170502200400501 7/2/2009 File Edit Options V,indow Help Exit ` New rOpen Trk Livt QBB(E GIs J Clove View Add Delete Sign Off Print Document. game CLEARWATER YACHT CLUB INC Updated 8. V09 Updated By THC i '`'' A Address 830 BAYWAY BLVD PRJ# Atlas 285A _ Description Business CLEARWATER YACHT CLUB I Interior work LL ® iM ►1i 0 _ Description `Menu Code Datell Date2 Date3 Assigned To Disp _Done By Assign nn.. Close i9 Ready ow ( Project CLEARWATER YACHT CLUB CLEARWATER YACHT CLUB -[ CLEARWATER YACHT CLUB CLEARWATER YACHT CLUE CLEARWATER YACHT CLUB 1 CYC ADDITION RENOVATION' CLEARWATER YACHT INC CLEARWATER YACHT CLUB I .j'vir i4�b.rn] Complaint Received 1.1010 &(2712009 B1.1C SourcE Initial Inspection 1010 2131/2009 213112009 G_P FAIL G_P Spok, Violatl Stop WorV Order D200 213112009 G_P �Ci 1 BCP C -Trac ; TORY {15,493 BCP Initial Noti BCP Initial Notific BIZ COD COD Specifica COD COD 198 COD COD1999.0181 f Shore Fuel COD COD2000.0575 '_ COD CSP2009 -00005 830 BAYWAY BLVD JAY F MYERS INC Monument sign CSP FLD2005 -01008 830 BAYWAY BLVD NORTHSIDE ENGINEERING S EXP Flsxible'Development approval to permit a three story, 18,500 squa.FLD FLD2009 -07021 830 BAYWAY BLVD JAY MYERS REC Flexible Development approval (1) to permit the upgrading and expFFLD MIS2001.00515 830 BAYWAY BLVD AL .HUMPHERS COM REMOVE EXISTING DECK, STRINGERS AND CAPS ON: 10' X 41 D• B(MIS MIS2009.07002 830 BAYWAY BLVD CLEARWATER YACHT CLUB I I R E C ,REQUEST FOR REDUCTION OF SET BACK TO SEAIASALL FROM 1V MIS i9 Ready ow ( Project CLEARWATER YACHT CLUB CLEARWATER YACHT CLUB -[ CLEARWATER YACHT CLUB CLEARWATER YACHT CLUE CLEARWATER YACHT CLUB 1 CYC ADDITION RENOVATION' CLEARWATER YACHT INC CLEARWATER YACHT CLUB I .j'vir i4�b.rn] PN iideanar4c =M [0. Kurleman - �K� Options File Edit _ Open To:k List QBE Exit — — J ff �New �GIS I� w Ilk fJ Clone Edit Project Group Add Clone Parcel Activity People Fees Valuation Conditions Case Nottec. Tags Document. GIS Cost III © •F Yam R g _Wl)gm� I L01 tlanie. CLEARWATER YACHT CLUB INC Updated, 8131/09 '� p Updated By THC Address 830 BAYWAY BLVD PRJ # Atlas 285A Description. Business. CLEARWATER YACHT CLUB Interior work being done with out permits - building, mechanical and gas trades i ' Assigned Inspector. JGabe Parra Conditions Source of Violation Other Work Without Permits F—, Violation Category: Building Code No Inspections: - -� Case Project - - -- _ Tara SYSHEIA C -Trac n. Affidmit �! Complainant A. NEW (3) STORY (18,493= =BCP BCP CLEARWATER YACHT CLUB CLEARWATER YACHT CLUB -( Initial Notification Date: 8I2G12009 Response Re q ,1AbRKINGS BCP CLEARWATER YACHT CLUB Harne.1 Initial Notification Nlethod Phone Call � BIZ , phone Permit r: - COD - COD Specifically- GAD [VaRYNIGH7 COD — - -- - - -- - -' 'COD DT90H Exp %8 COD COD1999 -01813 830 BAYWAY BLVD CLEARWATER YACHT CLUB II CM Fly In Time gassing up at this residential area by Off Shore Fuel COD COD2000.05751 830 BAYWAY BLVD CLEARWATER YACHT CLUB IINVO tru& parching in street COD CSP2009 -00005 830 BAYWAY BLVD JAY F MYERS INC Monument sign CSP CLEARWATER YACHT CLUE FLD2005 -01008 830 BAYWAY BLVD NORTHSIDE ENGINEERING S EXP Flexible Development approval to permit a three story, 18,500 sgua FLD CLEARWATER YACHT CLUB I FLD2009 -07021 830 BAYWAY BLVD JAY MYERS REC Flexible Development approval (1) to permil the upgrading and expE FLD CYC ADDITION RENOVATION, MIS2001.00515 830 BAYWAY BLVD AL.HUMPHERS COM REMOVE IJCISTiNG DECK, 5TRINGERSAND CAPS ON 101X 4101 e(MIS CLEARWATER YACHT INC MIS2009.07002 830 BAYWAY BLVD CLEARWATER YACHT CLUB I I R E C RE0UEST FOR REDUCT10N OF SET6.ACKTO SEAWALL FRO1.1 18" MIS CLEARWATER YACHT CLUB I Ready 7 SYNERGY Civil Engineering, Inc. July 7, 2009 A. Scott Kurleman, Planner 111 City of Clearwater (Planning Department) 100 South Myrtle Avenue Clearwater, Florida 33756 Re: FLD2009 -07021 830 Bayway Blvd. Letter of Incompleteness Clearwater Yacht Club Dear Mr. Kurleman: 3000 Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 (727) 796 -1926 www.synergycivileng.com Certificate of Authorization No. 27692 This letter is in response to your request for additional information concerning a traffic study, specifically item number (4) indicated in your letter, addressed to Jay Myers and dated July 06, 2009. The Clearwater Yacht Club is proposing to construct a 512 square foot building addition for the purpose of installing a new elevator, mechanical room and small lobby area. The use for the proposed addition will not cause an increase in traffic volume at the facility and does not exceed any thresholds set by the City of Clearwater with respect to required traffic studies. In fact the old parking lot is nonconforming and we are proposing to bring the parking lot into compliance with respect to City, Fire Department and ADA accessibility standards. On July 6, 2009 I met with Himanshu Patni, P.E. from the Clearwater Traffic Operations Department and he confirmed that a traffic study will not be required due to the limited size and scope of this project. If you have any additional questions concerning this matter please contact me at my office (727) 796- 1926 Sincerely, SZ4j M ichael J. Palmer, P.E. President Synergy Civil Engineering, Inc. R111 w 1WNA ECHO JUL a 9 ?n09 I PLANNING MYERS & ASSOCIATES ARCHITECTURE, AIA, P.A. • �Iili�c � . ARCHITECTURE • PLANNING • INTERIOR ARCHITECTURE • LANDSCAPE DESIGN • ARBORICULTURE - - - - -- . .. .................. ................ . . . . .. ............................................................................................................ ............................... {-;, Hr-6c33/76 July 9, 2009 RE: FLD2009 -07021 - Clearwater Yacht Club 830 Bayway Blvd. - Parking Demand Study To Whom It May Concern: Based on personal observation, over the course of my membership with the Clearwater Yacht Club over the past thirty one years: The current parking lot consists of 52 spaces, with no handicapped spaces. Adding these 2 required spaces would bring the count to 50 existing. The proposed lay -out not only brings the site into compliance for emergency access, it significantly eases circulation and improves the vehicular flow on the site, minimizing congestion. The Flexible Development Code requires 4 -5 spaces per 1,000 sq. ft. With 11,012 sq. ft., this would require 44 to 55 spaces. We are proposing 50, or 4.54 spaces per 1,000 sq. ft. This private club operates from 10:00 AM to 10:00 PM. Peak hours are from 8:00 PM to 9:00 PM during week days and from 7:00 PM to 10:00 PM during the weekend. Generally the week day load is roughly 25 cars (50% capacity) and vehicles tend to remain for 2 to 3 hours. During the weekend 30 cars (60% capacity) is the average, remaining for 4 hours. Most of the time for normal functions like lunch, dinner, weekends, and parties there is always parking available on the site. There are a couple formal occasions during the year, and if there is a large crowd, valet parking is made available at an arranged off site location. For instance, there are two large invitational Regattas' per year and if there is increased demand for parking there are some off site spaces on the streets nearby, or if the sailors need to park for a longer period, they can park at the Sailing Center across the bridge. Shuttles are provided for transportation to and from the Club. This parking arrangement with the Sailing Center has been in place for roughly 10 years. The proposed changes to the building, while aiding functionality and accessibility, total only about 500 sq. ft. and do not add to Use, simply circulation. It will not add any more demand for parking. The club has functioned well for the past 31. years with no parking complaints from either members or the community and it is our belief this will continue to be the case, and the reduction to 4.54 spaces per 1,000 sq. ft. is warranted. Sin erely, Jay F. ers, AIA 100 M',j 727 -535 -7138 E -mail: 70RIGNAL 7RECT. P Ala _ j�f `Clearwater July 10, 2009 Jay Myers 9170 Oakhurst Road Suite 3b Seminole, Fl 33776 CITY OF CLE *WATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W WW.MYCLEARWATER.COM VIA FAX: 727 -595 -7138 RE: FLD2009 -07021 -- 830 BAYWAY BLVD -- Letter of Completeness Dear Jay Myers : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2009- 07021. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on August 06, 2009, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562 -4553 or Scott.Kurleman@myclearwater.com. Sincerely yours, A. Scott Kurleman Planner III Letter of Completeness - FLD2009 -07021 - 830 BAYWAY BLVD Clearwater 0 - - t-- July 06, 2009 Jay Myers 9170 Oakhurst Road Suite 3b Seminole, F133776 CITY OF CLRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER.COM VIA FAX: 727 -595 -7138 RE: FLD2009 -07021 -- 830 BAYWAY BLVD -- Letter of Incompleteness Dear Jay Myers : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2009- 07021. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Initial Stormwater section and attach a narrative as required on page 4/8. 2. Provide a parking demand study as required on page 4/8. The methodology must be approved in advance of the study. 3. Provide a floor plan as required on page 5/8. 4. Initial traffic impact study area as required on page 7/8. 5. Initial fire flow calculation requirements as required on page 7/8. Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Thursday, July 9, 2009 at NOON. If you have any questions, please do not hesitate to contact me at 562 -4553 or Scott.Kurleman@myclearwater.com. Sincerely you W&ott ur man Planner III Letter oflncompleteness - FLD2009 -07021 - 830 BAYWAYBLVD MYERS & ASSOCIATES ARCHITECTURE, AIA, P.A. AA- 0003461 ARCHITECTURE - PLANNING - INTERIOR ARCHITECTURE - LANDSCAPE DESIGN - ARBORICULTURE ............................................................................................................................................................................................................ ............................... 9170 Oakhurst Rd., Suite 313 Seminole, Florida 33776 July 9, 2009 City of Clearwater, Planning Department 100 South Myrtle Ave. Clearwater, FL 33756 RE: FLD2009 -07021 - Clearwater Yacht Club 830 Bayway Blvd. - Letter of Incompleteness PLANNING REVIEW CHECKLIST Review Comments: 1. Initial Stormwater section and attach a narrative as required on page 4/8. Response: See attached 2. Provide a parking demand study as required on page 4/8. The methodology must be approved in advance of the study. Response: See attached 3. Provide a floor plan as required on page 5/8. Response: See A -4 4. Initial traffic impact study area as required on page 7/8. Response: See attached 5. Initial fire flow calculation requirements as required on page 7/8. Response: See attached 0RIC31NAL Rii:G` Sincerely, JUL 0 9 X009 PUAMNING Carrie Matteoli, AIA Phone: 727 - 595 -7100 Fax: 727 - 595 -7138 E -mail: netcom.comlff MYERS & ASSOCIATES �' ARCHITECTURE, AIA, P.A. AA- 0003461 ARCHITECTURE • PLANNING • INTERIOR ARCHITECTURE • LANDSCAPE DESIGN • ARBORICULTURE 9170 Oakhurst Rd., Suite 36 Seminole, Florida 33776 July 9, 2009 RE: FLD2009 -07021 - Clearwater Yacht Club 830 Bayway Blvd. - Parking Demand Study To Whom It May Concern: Based on personal observation, over the course of my membership with the Clearwater Yacht Club over the past thirty one years: The current parking lot consists of 52 spaces, with no handicapped spaces. Adding these 2 required spaces would bring the count to 50 existing. The proposed lay -out not only brings the site into compliance for emergency access, it significantly eases circulation and improves the vehicular flow on the site, minimizing congestion. The Flexible Development Code requires 4 -5 spaces per 1,000 sq. ft. With 11,012 sq. ft., this would require 44 to 55 spaces. We are proposing 50, or 4.54 spaces per 1,000 sq. ft. This private club operates from 10:00 AM to 10:00 PM. Peak hours are from 8:00 PM to 9:00 PM during week days and from 7:00 PM to 10:00 PM during the weekend. Generally the week day load is roughly 25 cars (50% capacity) and vehicles tend to remain for 2 to 3 hours. During the weekend 30 cars (60% capacity) is the average, remaining for 4 hours. Most of the time for normal functions like lunch, dinner, weekends, and parties there is always parking available on the site. There are a couple formal occasions during the year, and if there is a large crowd, valet parking is made available at an arranged off site location. For instance, there are two large invitational Regattas' per year and if there is increased demand for parking there are some off site spaces on the streets nearby, or if the sailors need to park for a longer period, they can park at the Sailing Center across the bridge. Shuttles are provided for transportation to and from the Club. This parking arrangement with the Sailing Center has been in place for roughly 10 years. The proposed changes to the building, while aiding functionality and accessibility, total only about 500 sq. ft. and do not add to Use, simply circulation. It will not add any more demand for parking. The club has functioned well for the past 31 years with no parking complaints from either members or the community and it is our belief this will continue to be the case, and the reduction to 4.54 spaces per 1,000 sq. ft. is warranted. Sincerely, ----A KI-1-- Ja F. yers, AIA ORIGINAL REC 7 AUU 14 2009 PLANNING Phone: 727 - 595 -7100 Fax: 727 - 595 -7138 E -mail: myersarch @ix.netcom.com I I I I nFilfilill STORM WATER NARRATIVE Prepare for: CLE/AIRVVA T ER VA CH T CLUB Client: Clearwater Yacht Club 820 Bayway Boulevard Clearwater, Florida 33767 SUBMITTED BY: SYNERGY aim 3000 Gulf to Bay Blvd., Suite 201 Clearwater Florida, 33759 Certificate of Authorization No. 27692 July 7, 2009 Revised August 10, 2009 F Michael J. Palmer, P.E. FL P.E. Lic. No. 63743 ` ��2fGllolAL REC AUG 1 4 2009 PI.A ONING Page 1 of 4 STORM WATER PROJECT NARRATIVE PREPARED FOR CL!EA'RWATER YACHT CLUB A. PROJECT NARRATIVE The Clearwater Yacht Club is proposing to construct a 512 square foot building addition for the purpose of installing a new elevator, mechanical room and small lobby area. In addition, a new Porte cochere, parking lot revisions and an FDC standpipe system (Boat Dock Fire Protection), is being proposed. The subject site is located within flood zone "AE" as shown on National Flood Insurance Program Map panel number 12103CO104G Map, dated 9/03/03. The site is within an area with a base flood elevation of 11 as indicated on the previously mentioned map. B. EXISTING CONDITIONS The subject site currently, contains one commercial building and associated driveways and parking areas. The entire parking area located on the west side of the parcel drains into an existing 18" RCP. The previously mentioned 18" RCP runs north and south through the parking lot and directs storm water into the Clearwater harbor located at the north side of the subject parcel. The 18" RCP is also located within a 10' drainage easement. The parking lot located on the east side of the subject parcel currently drains into Bayway Blvd. where storm water is directed westerly along Bayway Blvd and enters into the above mentioned 18" RCP. The site is bounded by Bayway Blvd. on the south, the Clearwater Harbor on the North, a four story building on the west and a four story building on the east. Existing Surface Conditions Pre - Development Lot I Area (SQ.FT.) Total Impervious Area (SQ.FT.) Total Pervious Area (SQ.FT.) 50,428 38,519 11,809 ORIGINAL RECD A66 14 2009 PLANNING Page 2 of 4 STORM WATER PROJECT NARRATIVE CLEARWATER YACHT CLUB C. PROPOSED CONDITIONS The Clearwater Yacht Club is proposing to make revisions to the existing parking area in order to bring the parking lot into compliance with current ADA accessibility, Fire department and City of Clearwater parking standards and regulations. The proposed design revisions include the following: • Re- stripe parking stalls (90 degree) per City of Clearwater standard dimensions. • Proposed drive aisles designed to be 24' orgreater in width, to allow emergency vehicle access. • Turing,radius design for emergency vehicles (fire trucks) • Handicapped parking per ADA standards and sidewalk accessibility. • Approximately 13, 445 Sq.Ft. of 1" asphalt overlay. • Approximately 3,500 Sq.Ft. of full depth pavement replacement. • Approximately 8,158 Sq.Ft. milling and paving 4" depth. • Green areas to be used for treatment volume where grades allow. • Proposed drainage patterns will remain the same as existing conditions. Treatment Area = 3,500 Sq.Ft. of full depth pavement replacement plus 512 Sq.Ft. building addition Total Treatment Volume = (3,500 +512) x Y" = 250 Cu.Ft. Proposed Ditch along Bayway Blvd. for Treatment Volume Cross Section Area = % (9)(1/2)= 2.25 Sq.Ft. Length of Swale =120' Volume Proposed= 2.25 Sq.Ft. X 120 Ft.= 270 Cu.Ft. 9' Bayway Blvd. Proposed Curb Existing Sidewalk PROPOSED SWALE ORIGINAL F ECT AW 14 2009 PLANNING I Page 3 of 4 Proposed Surface Conditions Post- Development Lot Area (SQ.FT.) Total Impervious Area (SQ.FT.) Total Pervious Area (SQ.FT.) 50,428 38,491 11,937 D. CONCLUSION The impervious area calculations indicate that there will be a decrease in asphalt area due to the parking lot modifications being proposed. A portion of the Storm water will be directed into a proposed swale located along Bayway Blvd. to allow for improved water quality. The reduction in impervious area and the creation of a water treatment area should reduce the impact due to storm water run -off. AW 14 2009 Page 4 of 4 SYNERGY .( Civil Engineering, Inc_ July 7, 2009 A. Scott Kurleman, Planner III City of Clearwater (Planning Department) 100 South Myrtle Avenue Clearwater, Florida 33756 Re: FLD2009 -07021 830 Bayway Blvd. Letter of Incompleteness Clearwater Yacht Club Dear Mr. Kurleman: 3000 Gulfto Bay Boulevard, Suite 201 Clearwater, FL 33759 (727) 796 -1926 www.synergycivileng.com Certificate of Authorization No. 27692 This letter is in response to your request for additional information concerning initial fire flow calculations specifically, item .number (5) indicated in your letter, addressed to Jay Myers and dated ,July 06, 2009. The Clearwater Yacht Club is proposing to construct a standpipe system for the purpose of providing fire protection. to the boat :docks located on the north side of the subject parcel. The system is designed based on the following hydraulic conditions: • The proposed system will be supplied with potable water from an existing fire hydrant located on Bayway Blvd. and is within 60 feet of a proposed FDC connection. Fire truck- .. .:11 .. .. /.. +4... .. .G+...... .+ LV Lit � .n Lem -+ +-- -,,---A 1 CIS r 1 11 C ll UI..R pul l 1ps will supply the '1 ecessal r watt pressure LV he Jyst 1, IIVI lV CAk -CCU 1JV VZ)I. • The pressure at the most remote location 'of a proposed FDC connection will not be -less than 141 psi at 1000 gpm when the fire truck pumps are supplying the system with 150 psi of pressure as previously described. I have included with this letter a copy of the preliminary standpipe system hydraulic calculations. If you have any additional questions concerning this matter please contact me at my office (727) 796- 1926 Sincerely, Michael J. Palmer, P.E. h Presidentd Synergy Civil Engineering, Inc. �, AWNAINC tk PRELIMINARY FDC SYSTEM CALCULATIONS Prepare for: CLEARWAT €R YACHT CLUB Client: Clearwater Yacht Club 820 Bayway Boulevard Clearwater, Florida 33767 SUBMITTED BY: Jy1\V LRVY CIVIL E NIE NIRRM INC 3000 Gulf to Bay Blvd., Suite 201 . Clearwater Florida, 33759 Certificate of Authorization No. 27692 July 7, 2009 Michael J. Palmer, P.E.. . FL P.E. Lic. No. 63743 Aw 14 2009 I Pager 1 of 3 r� v� Clearwater Yacht Club 820 Bayway Blvd. Cleaewater, FL (!FDC Hydraulic System Calculations) Preliminary (Final calculations to be based on actual fire flow results) The Clearwater Yacht Club is proposing to construct a dry standpipe system for the purpose of providing fire protection to the boat docks !located on the north side of the subject parcel. The system is designed based on the following hydraulic conditions: • The proposed system will be supplied with potable water from an existing fire hydrant located on Bayway Blvd. and is within 60 feet of a proposed FDC connection. Fire truck pumps will supply the necessary water pressure to the system, not to exceed 150 psi. • The pressure at the most remote location of a proposed FDC connection will not be less than 141 psi at 1000 gpm when the fire truck pumps are supplying the system with 150 psi of pressure as previously described. (Assumed 1000 gpm supplied at the existing hydrant) FDC 1651.E 6" C-900 FDC UNE Point No. 2 Schematic FDC System Design (Not to Scale) FDC W 2 J V 0 LL O O Q1 V 0 tD LL �1 ei e'1 92 :LF 6" 0-900 FDC.LINE FDC point No. 1 FDC 7AAUU GINAL �.EV 1 4 2009 -- APPROXIMATE ��ll� LOCATION OF EXISTING / FIRE HYDRANT g¢ Actual Fire Flow Rate to be determined Page 2 of 3 IT iG 12 Clearwater Yacht Club 820 Bayway Blvd. Cleamater, FL FDC System Curve PIO-Red Curve-, for Pressure Rpe Procleat Fi)c VVO,IOr,e*# CleamWter FICW 1Eff--Tr,--i" press um pipe rV. 'had ,04v-:: For Cor'staN, or, Pressure cal 95U.Ofj psi Ele,mflori --' I Eteu,tjm nt 2 5.00 ft Umc -,h r '28(hGO C OM-1 rdent 150.0 Um n r 61:Gffin input Dnim Mninnffn f0amirmun Inuerivent Pre--5u,ne or', 2 100.00 1:dil-00 I JDEI;:4E4 f'r —ft — p--i'> 110.0 50 1.20-0 125-0 '130.0 35.0 140.0 Pre-- sure of 2 (pry) 1=4-co RrA 1 C;71 A 1 4 2009 Page 3 of 3 PRELIMINARY F'DC SYSTEM CALCULATIONS -Prepare for: CLEARWATER YACHT CLUB Client: Clearwater Yacht Club 820 Bayway 'Boulevard Clearwater, Florida 33767 SUBMITTED BY: SYNERGY 3000 Gulf to Bay Blvd., Suite 201 Clearwater Florida, 33759 Certificate of Authorization No. 27692 July 7, 2009 Michael J. Palmer, VP.E. FL PI. lic. Nd.fi3743 L,g;s Clearwater Yacht Club 820 Bayway Blvd. Cleaewater, FL (FDC Hydraulic System Calculations) Preliminary (Final calculations to be based on actual fire flow results) The Clearwater Yacht Club is proposing to construct a dry standpipe system for the ,purpose of providing fire protection to the boat docks located on the north side of the subject parcel. The system is designed based on the following hydraulic conditions: The proposed system will be supplied with potable water from an existing fire hydrant located on Bayway Blvd. and is within 60 feet of a proposed FDC connection. • Fire truck pumps will supply the necessary water ipressure to the system, not to exceed 150 psi. • The pressure at the most remote location of a proposed FDC connection will not be less than 141 psi at 1000 gpm when the fire truck pumps are supplying the system with 150 psi of pressure as previously described. (Assumed 1,000 gpm supplied at the existing hydrant) FDC 165 LF 6" C-9W FDC LINE Point No. 2 Schematic FDC System Design (Not to Scale) FDC W Z J u 0 LL Q O 01 u io U, 'M N 92 LF 6"C-900 FDC'LINE FDC Point No. 1 FDC JUL 0 9 2009 APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT Actual Fire Flow Rate to be determined Page 2 of 3 S E T _Q Q Q L u m 0 Clearwater Yacht Club 820 Bayway Blvd. Cleaewater, FL FDC system 'Curve Plotted Curves for Pressure Pipe Project Description Project File c %synergVJrldmtAic -safe rerelhaestad- 25tfnwAdeanrr fm2 - Worksheet Clezxvater Flow Element Pressure iP,iPe Method Hazen- V%itliamsFomnda Solve For Discharge Constant. Data Pressure at 1 15000 psi Elevation ai 1 3.50 ft Elevation at 2 5.00 ft Length 2$0:00 P, C Coefficient 950:0 Diarneer 6M in Input Data Minimum IMaximusn Increment Pressure at 2 100.00 142-00 1.00 psi iDischame vs Pressure at 2 Pressure at 2 (psi) 5.0 07,n sia4 RomMa�' � v5.13 1224:40 RV, 37 6MO W10e 8034 Wa:WOW. CT 467{49 (2W)7551665 iPa)e 1 cc / i.BR'V9NAI RS —C-9— / VC Page 3 of 3 PLANNING STORM WATER NARRATIVE Prepare for: CLEARWATER YACHT CLUB Client: Clearwater Yacht Club 820 Bayway Boulevard Clearwater, Florida 33767 SUBMITTED BY: SYNERGY aW,WC 3000 Gulf to 'Bay Blvd., Suite 201 Clearwater Florida, 33759 Certificate,ofAut'horization No. 27692 July 7, 2009 Michael J: Palmer, P.E. FL'P.E. luc. 'No. 63743 ORIGINAL RECT JUL 0'9 2009 i Page 1 of 3 PLANNING STORM WATER PROJECT NARRATIVE PREPARED FOR CLEARWATER YACHT CLUB A. PROJECT NARRATIVE N The Clearwater Yacht Club is proposing to construct a 512 square foot building addition for the purpose of installing a new elevator, mechanical room and small lobby area. In addition, a new Porte coc'here, parking lot revisions and an FDC standpipe system (Boat Dock Fare Protection), is being proposed. The subject site is located within flood zone "AE" as shown on National Flood insurance Program Map panel number 12103CO104G Map, dated 9/03/03. The site is within an area with abase flood elevation of 11 as indicated on the previously mentioned map. B. EXISTING CONDITIONS The subject site currently, contains one commercial building and associated driveways and parking areas. The entire parking area 'located on the west side of the parcel drains into an existing 18" RCP. The previously mentioned 18" RCP runs north and south through the parking lot and directs storm water into the Clearwater harbor located at the north side of the subject parcel. The 18" RCP is also located within a 10' drainage easement. The parking lot located on the east side of the subject parcel currently drains into Bayway Blvd. where storm water is directed westerly along Bayway Blvd and enters into the above mentioned 18" RCP. The site is bounded by iBayway Blvd. on the south, the Clearwater Harbor on the North, a four story building on the west and a four story building on the east. Existing Surface Conditions Pre - Development loot Area (SQ.FT.) Total Impervious Area (SQ.FT.) Total Pervious Area (SQ.FT.) 50,428 38,619 11,809 JUL 0 9 2009 Page 2 of 3 STORM WATER PROJECT NARRATIVE PREPARED FOR CLEARWATER YACHT CLUB C. PROPOSED CONDITIONS The Clearwater Yacht Club is proposing to make revisions to the existing parking area in order to bring the parking lot into compliance with current ADA accessibility, 'Fire department and City of Clearwater parking standards and regulations. The proposed design revisions include the following: • Re- stripe parking stalls (90 degree) per City of Clearwater standard dimensions. • Proposed drive aisles designed to be 24' or greater in width, to allow emergency vehicle access. • Turing radius design for emergency vehicles (fire trucks) • Handicapped parking per ADA standards and sidewalk accessibility. • Approximately 13, 445 Sq.Ft. of 1" asphalt overlay. • Approximately 3,500 Sq.Ft. of full depth pavement replacement. • Approximately 8,158 Sq.Ft. milling and paving 4" depth. • Green areas to 'be used for treatment volume where grades allow. • Proposed drainage patterns will remain the same as existing conditions. Proposed Surface Conditions Post - Development Lot Area (SQ.FT.) Total Impervious Area (SQ.FT.) Total Pervious Area (SQ.FT.) 50,428 38,491 11,937 D. CONCLUSION The impervious area calculations indicate that there will be a decrease in asphalt area due to the parking lot modifications being proposed. Where possible storm water will be directed into the green areas to allow for improved water quality. The reduction in impervious area and the creation of water treatment areas should reduce the impact due to storm water run -off. ORIGINAL RECD JUL 0 9 2209 Page 3 of 3 PLANNING I. F U RENOVATION5 TO THE CLEARkNATER YACHT CLUB I S5..TION 5, TONAISHIP 29 SOUTH, RANGE 15 EAST CLEARWATER, PINELIj COUNTY, FLORIDA - Ir6AL eL•acrl►rlDU � DrrrJ•L ur4+xa6 Doac,•2e, rAx nee rAP4e�•A• Nat• 6 vn e.n uut Tit a lot, oncr6a4 a roNOw� �b o9•• n t rnrtn txvnaiy IK a lot l wtrn ••b m r IX w xwu.».t b ub la lfw arolY aOpM�p�p MapuMiylM ntWeNa, rvntNw lln•t u�wqy� WuKary IX ub L T CYLtce d NH rut tot NorYUa• a ub bt l; run wrc.• pwnimry abv w awrnW tti bsween ub Tat• a wa l w w ewuurn � w ub ut l: rvn tnmcs y•L�y ll�a yw.vnCPV aub btl•eYVicea 4A6 ren:rw tmwrbrwryF•str•�ntM b eWIiMO rdx dDUlNtl.ub �YU bvbYOFNpGk'Cd MleCe isOn•K'rr M0.0 -Wf•A. �`4Ybu w np a DLx tfineol Ybt oys•.e am «a t ww�c.scoro. a PKe,. 4p�inW Ibb•. 19peNer wn •uaergm i�bid ntrrlm:yrti ippwu�ve Innelo. 141,.b.•��wtr•.to•WM4dr� T —�—.m b I I 15AYSIVe 51,15VIVI56N NO. 6 UNIT A PLAT BOOK 51 PAGE 45 I BLOCK 'V b LOT 5 I LOT 4 NOT NOT I W CLUDW (l IICLUDED _ry? I 1 I I elgtY I I � I I L — — — — — — — -L — — — —_ SCHEOULEc ARCHITECTURAL A -1 T LIIEET 1 SM PLN1 A-2 [lEVXT M5 E ATILNS Lt COVErE SIP.Ei 42 6@EWL NO1e9 fi5 DAIO PLNI V4 HORIILlriAL Cdl117aL MDIfT1.11YPWl G-0 (MNL9 Ni09GTIONS f.-6 POLLUTILM PREVBTTL?I v, 5rle ceTNL, L -2 TREE PRL6t:RVAl10N PLOW 5 . E 26 ' G1�' _ eyt•:n rave •ou 4 W 26.&V(F) o� r CURVE 2 VP 1 wocurse uc To ® t ITN6 6TCRAGC CP � \ _ to Ail a wIN.YCUr�N QAA 1 1 N SE I5v Flue � {p, ti V AS N � R LOT 5 X Q" T° 1 1 RPW.YO,va Q -- !- - — — - — 9AY1`U`p, Irl - vrM%21F%pAL- Mli=%. Ll AUG 14 2009 �l ' ow LOT 11 v r �r l ra0. LoT 10 Y " YctrN°`r�re , cus l7Mr'ldwU TOTAL. WE - 50,428 50, PT. PCRV10U5 - OTNQ2 10,461.5 50. FT. PERVkWS - INTERIOR LAD90AMN6 - 439 5D. PT. TOTAL PERVIOUS - 12.9005 S0. PT. MPl9LVKV5 - VEHOR.AR U5C - 24.084.9 50. FT. IMPERV ov5 - OTHER - 19_442.""= TOTAL WPERVIOUr - 51¢71.5 50. P.T. RCAIRCD INTERIOR LAND6CAPIN6 - 2.409 60. PT. 04TERgR LMND5OAPIN6 -2499 / 24P84.9 •10.12 % MPERVI0J5 SURFACE RATIO (19R) - 91,521.5 /50,425 -72.4 % MPCRVIOU9 PLOOR ARE RATIO (PAR) - 10,500 / 50,428 c .21 (1A ALLOYED) j� SITE AERIAL 11 �70f'Ta'SGPLE d 7- ouaD•u t pn r4wrert cwx o $ b' 517E DATA NO PNVRONMB —y tenoe NrL' d. LAND AREA 50.425 DO. rt. , 1.16 ALPPS O EKIS LYeLLN65 O PPOP03FD IXkJJ.616 VNrfB 1 @N15T616 BU! -p616 OP �vOt'YL NID 00.411NIi'( ClNiB2 V6E Eg511Y5 K),500 SOFT. 6ROrd N6Y TOTAL IIAIS 6017. auxn6w NeI6Nr - Er05TN6 24v, NB1 No rncaE INNJ 2a•a FOR LN05GA1e1G, Nm 11 NOR ALL CxiER10R LI6NP5 TO EE Rl TMSZ TO NRN OPF AT 9 M. Q6Sw C7— Current parklrged - 52 (no M/C spacee to code) ParAing requlr per Plexlble Development Mt e_ $O,S00 • Add ltlonal 512 50. FT. + 11,012 (11012 WWI 6q.R./1000) % 4 - 44 (11012 tXal 641MA000) x 5.55 Irx:Nding 5 HO ep_ PARwwK,,IN ^^6��PROP09ED: •SO MOWDM6 2 H/G M/I)T=.� 06/90/09 55/1 08/1 2/09 wi raua%. t7d a R� ti pLL w 8 3 V I- v r g SEE CIVIL FOR SITE DETAILS F A-1 SITE PLAN r y b 20 eRAFNr ScNe M5 ORIGINAL RECD Alu i i 7 rf NBY E%5TN6 . 50l T: ELEVATION - sir- rrd ^. a, y—M W rLOOR 1 1435' -- bROUND PL.4@ NORTH ELEVATION 06/30/09 REV: OH /12/09 a o� LL t g W� m F r 0 rc fA _1 v r a_ v TO > ID O � E+MTRK> NEW � v q ELEVATIONS a -3 IFORIGIWOL EC I PLANNING 'SOUTH U 11 � Z / � �/ !Y n' 1 ice- -� r. f � .-. � � �, .. h "', !' i� � t� •1 , ''�`• �- ___r- �-- rtM� +-� -t- '� -�•r�� �� -_. �.: -.-r.. ��- .r+:T��.,i -r+ y� *+; r +- �+y4 -,-S, �yl\ �/1 . 1 — I 1 0 -NORTH ELLEV 71ON fNWm Resat iRa11D t. -_ 06/70/09 F- 464 r � Y c [A U U } J R Ua FA-2 EL A,FCN5 Pi �a NpN E#"TN6 EAST ELEVAnoN il® FLOGr 3 - TND PLNE V 535' 06/30/09 REV: 08/72/09 0. a x a LL � U n w V AUG 14 2009 EAST Y`e5T M"ATION ""e noon «eau+o nxe rn noon Ob/'JO /09 a o E F o P F44 l - W 3 `V r V d } ElF/ATIONS a M� ----------- --- - - - - - � I I I I I I —1 I o -- ___- ___— e.__L -0_ �rI i s FIRST FLOOR PLAN N /A_ /E LOT 11 rota cwsTHS / �TM2 %MID LEGK- IIII pRIGINAL RECD AUG 14 2009 PLANNINGO„08,oq o o rt� �. ter, of wDrtw+ NOOK; ALL AREAS OF THE BUILDING EXCEPT FOR THE NEW ADDITION AND NORTH WEST 5TAIR5 _ ARE TO REMAIN UNALTERED. 5ECOND FLOOR PLAN N a (g� 7 i LL T � T n 0 P m v w m m b�Q�Q V �S F`ROPOSEV FLOOR PLAN5 f PROPERTY APPRAISER PAM DUBOV, CFA, CAE P.O. BOX 1957 CLEARWATER, FLORIDA 33757 -1957 OFFICE PHONE: 727 464 -3207 HEARING IMPAIRED: 727 464 -3370 FAX: 727 464 -3448 Web Site - http: / /www.pcpao.org E -mail - pam @pcpao.org CLEARWATER YACHT CLUB INC 15 Jul 2009 830 BAYWAY BLVD CLEARWATER FL 33767 2613 17/29/15/05022/004/0050 830 BAYWAY BLVD For the purpose of applying for a building permit, the value of the structure(s) on the referenced parcel is $490,600. This value is effective as of the 2008 certified Property Value Roll and does not include the value of any improvements completed after January 1 st of 2008. The value may include extra features and other improvements such as screen porches, patios, fences, pools, fireplaces or docks, etc. It does not reflect a building cost, replacement cost, or any cost value methodology. This information is provided solely for the purpose of satisfying requirements pursuant to Florida Statute 553.844: Windstorm loss mitigation; requirements for roofs and opening protection. It is invalid for any other purpose. Appraiser's Responsibility - By state law, It is the responsibility of the Appraiser to locate, Identity, and appraise, (at current market value), all Proper[ subject to ad valore m taxes, maintain propel value roll equity and process allowable exemptions. The Appraiser as no iunsdidion or responsibility for distract budgets, tax rates, special assessments, or amount of taxes paid. These matters are handled by the various taxing authorities performing services, such as the County Government, City Govemments, School Board, and other taxing districts. FLD2009- 07021; 482 1066283 ONTARIO LTD - __ 851 BAYWAY LLC J & A BLDG SVC LTD 7301 W 16TH ST 37 SKAGWAY AVE FOREST PARK IL 60130 - 2610 TORONTO ON M1 M 3T9 00001 - CANADA ABOVIC, DUBRAVKO ADAMS, LOUIS N & JEAN R 5415 N SHERIDAN RD # 3308 GRANTO CHICAGO IL 60640 - 1984 54 PENDLETON BEACH RD LACONIA NH 03246 - 1906 ALBRECHT, CLIFFORD C ALBRECHT, JANET E 830 S GULFVIEW BLVD # 705 CLEARWATER FL 33767 - 3025 AMOS, THOMAS E AMOS, FRANCES C 4079 AQUARINA ST WATERFORD MI 48329 - 2117 ANGELIS, ELIAS ANGELIS, ANASTASIA 2414 OAK ST BELLMORE NY 11710 - 3111 ARGIRIS, THEODORE ARGIRIS, CATHY 632 LAKE TRAIL DR PALOS PARK IL 60464 - 2543 BAGDON, JOHN BAGDON, COLLEEN M 6742 SOUTH POINTE DR TINLEY PARK IL 60477 - 3995 BASE, KATHERINE BASE, JIM PO BOX 610448 BAYSIDE NY 11361 - 0448 BAYSIDE CONDO ASSN INC 800 BAYWAY BLVD CLEARWATER FL 33767 - 2615 BECHAKAS, JOHN J BECHAKAS, TOULA J 868 BAYWAY BLVD # 310 CLEARWATER FL 33767 - AL- KHUSHMAN, SAMI AL -TITI, ENAS 851 BAYWAY BLVD # 906 CLEARWATER FL 33767 - 2625 676165 ONTARIO INC 11 WEAVER CRT BOX 512 KLEINBURG ON LOJ 1CO 00001 CANADA AFENDOULIS, CYNTHIA KAY PHANEUF, VICKI H 5361 PRAIRIE HOME DR GRAND RAPIDS MI 49546 - 9015 ALTEMAR, MARCELO ALTEMAR, CIBELE 800 S GULFVIEW BLVD # 204 CLEARWATER FL 33767 - 3001 ANDERSON, KAREN REVOCABLE ANDRETTI, DEE ANN THE TRUS ANDRETTI, MARIO THE ANDERSON, KAREN L BNF 457 ROSE INN AVE 868 BAYWAY BLVD # 107 NAZARETH PA 18064 - 9234 CLEARWATER FL 33767 - 2630 ANGELOS, NICOLETTE ANTHONY, CRAIG W NOSS, HERBERT J JR ANTHONY, BARBARA B 18 ARGYLE CT 724 BAYWAY BLVD # A -1 SUMMIT NJ 07901 - 3702 CLEARWATER FL 33767 - 2611 AVICHOUSER, RICHARD E THE AZUR DEVELOPMENTS LLC 1587 -D MAIN ST 636 US HIGHWAY 1 STE 118 DUNEDIN FL 34698 - 4652 NORTH PALM BEACH FL 33408 - BALSAMO, PAUL BARDALLIS, MARY BALSAMO, MARGARET PO BOX 395 127 NIPPON AVE JACKSON MI 49204 - 0395 STATEN ISLAND NY 10312 - 2732 BATOVSKI, RIZA Y THE 14 115TH ST LEMONT IL 60439 - 8750 BAYSIDE FAMILY LTD PTNSHP 156 -05 29TH AVE FLUSHING NY 11354 - 2405 BEHAN FAMILY TRUST MODUGNO, AARON L REV TRUST 3087 138TH PL LARGO FL 33771 - 3828 BAUM, DAVID L BAUM, PAMELA S 800 S GULFVIEW BLVD # 207 CLEARWATER FL 33767 - 3001 BEANE, GLENN L BEANE,JOANN 6 SHERWICK OSWEGO IL 60543 - 9406 BEL CREST CONDO INC 2901 W BUSCH BLVD #701 TAMPA FL 33618 - BELL, JAMES B BELL, MARGARET L 1274 RUFFNER RD NISKAYUNA NY 12309 - 4601 BIKOS, OURANIA N 855 BAYWAY BLVD # 304 CLEARWATER FL 33767 - 2627 BLACK, LESLIE A BLACK, JUDITH W 830 GULFVIEW BLVD # 503 CLEARWATER FL 33767 - 3025 BERINATO, GREGORY S BESSINGER, ROBERT N BERINATO, YVONNE BESSINGER, ELAINE A 8 BALCOMIE LN 716 BAYWAY BLVD # 6 SOUTHAMPTON NY 11968 - 2430 CLEARWATER FL 33767 - 2664 BILBY, FAYE Y 855 BAYWAY BLVD # 102 CLEARWATER FL 33767 - 2626 BLOSSOM, PETER R BLOSSOM, CHERYL K 9095 SE 170TH FOUNTAINE ST THE VILLAGES FL 32162 - 1891 BILLIA, RODY J BILLIA, GERALDINE A 175 SADDLE DR FURLONG PA 18925 - 1017 BONDIS, ATHENA APT 3F 543 83RD ST BROOKLYN NY 11209 - 4532 BOOMKAMP, HUGO BORDIGNON, MARLENE R TRUST BOTROS, GEORGE 895 S GULFVIEW BLVD # 306 BORDIGNON, MARLENE R THE BOTROS, ANESTA CLEARWATER FL 33767 - 3024 800 S GULFVIEW BLVD # 502 830 S GULFVIEW BLVD # 602 CLEARWATER FL 33767 - 3000 CLEARWATER FL 33767 - 3025 BOTTARI, FRANK D BOUBARIS, ELEFTHERIA LIVING BOUBARIS, MICHAEL 865 S GULFVIEW BLVD # 108 TR 800 S GULFVIEW BLVD # 803 CLEARWATER FL 33767 - 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2628 MANOLIAS, ANTONIOS MANOLIAS, MARIA 4238 FOXPOINTE DR WEST BLOOMFIELD MI 48323 - 2610 MARSTERS, B A RAND MARSTERS, DIANE 855 BAYWAY BLVD # 808 CLEARWATER FL 33767 - MARZBAN, HAMID R 1870 SUNRISE BLVD CLEARWATER FL 33760 - 1549 MC ARDLE, RAMONA S THE 800 S GULFVIEW BLVE # 205 CLEARWATER FL 33767 - MC CARTHY, JAMES MC CARTHY, MARY 865 S GULFVIEW BLVD # 308 CLEARWATER FL 33767 - 3020 MC CUNE, PAUL M PO BOX 270142 HARTFORD WI 53027 - 0142 MC GUNIGAL, FRANCINE TRUST MC GUNIGAL, HARRY A THE 825 S GULFVIEW BLVD # 105 CLEARWATER FL 33767 - 3034 MC KENZIE, JOSEPH 868 BAYWAY BLVD # 301 CLEARWATER FL 33767 - 2628 MC NULTY, AGNES D MEO, SAM MEYER, LUCIANA M 868 BAYWAY BLVD # 210 MEO, JEANNE 800 S GULFVIEW BLVD # 608 CLEARWATER FL 33767 - 2635 10 BROMLEY CT CLEARWATER FL 33767 - 3000 SPARTA NJ 07871 - 1535 MICHALEK, RUDOLPH L MICHALEK, CHRISTINE C 855 BAYWAY BLVD # 707 CLEARWATER FL 33767 - 2652 MIKOS, GEORGE MIKOS, HELEN 103 CHESTNUT ST W WHITBY ON L1 N 2Y6 00001 CANADA MIRELLI, LORETTA 800 S GULFVIEW BLVD # 903 CLEARWATER FL 33767 - 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4563 RAGALIS, JOHN L RAGALIS, AMY D 55 LIBERTY ST # 19A NEW YORK NY 10005 - 1004 RAPTOULIS, IRENE A THE 868 BAYWAY BLVD # 209 CLEARWATER FL 33767 - 2635 RAPTOULIS, MARIA THE RAU, JOHN R REINHARD, KENNETH 868 BAYWAY BLVD # 309 902 DEAN AVE REINHARD, B CHRISTINE CLEARWATER FL 33767 - 2638 BRONX NY 10465 - 1610 17 DAILEY DR CROTON HUDSON NY 10520 - REYNOLDS, CHARLES A REYNOLDS, SANDRA E 11 SHINGLE HILL RD WEST HAVEN CT 06516 - 5537 RICHTER, ANNA 610 RIVIERA DUNES WAY # 301 PALMETTO FL 34221 - 7135 RIZKALLA, ATEF ROANE- BLAKER, CATHERINE ISKANDER, EMAD ROANE, PATRICIA ANN 11119 STRATFORD DR 716 BAYWAY BLVD # 5 WILLOW SPRINGS IL 60480 - 1120 CLEARWATER FL 33767 - 2664 ROGERS, JAMES J SR ROGERS, JACQUELYN T 800 S GULFVIEW BLVD # 305 CLEARWATER FL 33767 - 3001 ROSE NTHAL- PANDEY, JACQUELINE D 3995 BOULEVARD DR PITTSBURGH PA 15217 - 2619 RUBINO, ANNA M RUBINO, FILIPPO 5054 N OLYMPIA CHICAGO IL 60656 - 3319 RYAN, ROBERT J RYAN, SHEILA S 8227 N ELMORE NILES IL 60714 - 2413 SALBERG, ARNOLD SALBERG, GRACE 865 S GULFVIEW BLVD # 110 CLEARWATER FL 33767 - 3016 SCANLAN, MARIE C 855 BAYWAY BLVD # 101 CLEARWATER FL 33767 - 2626 ROJAS, JAMES K ROJAS, ANGELICA 11879 TOPANGA CANYON FRANKFORT IL 60423 - 7879 ROSS, CYNTHIA A 800 S GULFVIEW BLVD # 906 CLEARWATER FL 33767 - 3002 RUBY, CRISA H 1755 HENNELY # 2 GLENVIEW IL 60025 - 4354 RYAN, STEPHEN M 58 FOXROCK AVE DUBLIN 18 00003 - IRELAND SALIERNO, ANTONIO SALIERNO, GIUSEPPE 1416 MULBERRY ST SCRANTON PA 18510 - 2292 SCHLACHTMEYER, SOPHIE 868 BAYWAY BLVD # 208 CLEARWATER FL 33767 - 2635 RISTAS, MARK B 2021 BUNTY STATION RD DELAWARE OH 43015 - 8609 RODRIGUES, VIRGILIO RODRIGUES, MARIA 294 RTE 66 COLUMBIA CT 06237 - 1550 RONDO, KRYSTYNA SIKORA, ZIBIGNIEW 855 BAYWAY BLVD # 805 CLEARWATER FL 33767 - 2650 RUBIN, SYVIENNE THE 851 BAYWAY BLVD # 605 CLEARWATER FL 33767 - 2621 RUDOLPH, ARTHUR J 845 S GULFVIEW BLVD # 311 CLEARWATER FL 33767 - SALATA, BARBARA J 110 TIMBER RUN DR CANFIELD OH 44406 - 8630 SAUNDERS, WILLIAM R SAUNDERS, SHIRLEY M 724 BAYWAY BLVD # B -2 CLEARWATER FL 33767 - 2612 SCHLIESINGER, GUNTER R SCHLIESINGER, LIDIA 855 BAYWAY BLVD # 501 CLEARWATER FL 33767 - 2627 SCHMALE, LARRY SCHOEN, MICHAEL E SCHOLL, DAVID R 1775 E COUNTY RD SCHOEN, MARY B SCHOLL, VALERIE K CROSS PLAINS IN 47017 - PO BOX 3367 8108 ROLLING HILLS DR CLEARWATER FL 33767 - 8367 ATHENS OH 45701 - 3558 SCHREINER, WILLIAM SCHULMAN, SUSAN H SCHULZ, CHRISTIANE E 800 GULFVIEW BLVD # 201 SCHULMAN, HELEN P SCHULZ, LOUIS A EST CLEARWATER FL 33767 - 3001 800 BAYWAY BLVD #22 830 S GULFVIEW BLVD #408 CLEARWATER FL 33767 - 2659 CLEARWATER FL 33767 - 3009 SCICLUNA, JOHN L SCICLUNA, THERESA C 31925 BALMORAL CT LIVONIA MI 48154 - 3181 SHAABAN, FAROUK A SHEKIB, AIDA PO BOX 105 MATTESON IL 60443 - SHERRIER, ROBERT H SHERRIER, MILDRED K 895 S GULFVIEW BLVD # 107 CLEARWATER FL 33767 - 3021 SIDERIS, ARISTIDES SIDERIS, KALIOPE 851 BAYWAY BLVD # 805 CLEARWATER FL 33767 - 2624 SKOTANIS, BILL SKOTANIS, FOTINI 17769 ROLLING WOODS CIR NORTHVILLE MI 48168 - 1891 SEILER, KENNETH 731 SNUG ISL CLEARWATER FL 33767 - 1832 SHAW, NIZA E 855 BAYWAY BLVD # 505 CLEARWATER FL 33767 - 2626 SHIRES, PATRICIA W TRUST 611 W DAPHNE RD GLENDALE WI 53217 - 4037 SIDEROPOULOS, ATHANASIOS SIDEROPOULOS, MARIA 1550 PANAMA # 604 BROSSARD QC J4W 2W3 00001 CANADA SMIRLIS, THEODORE SMIRLIS, PATRICIA 9 HORN LN LEVITTOWN NY 11756 - 3406 SGROI, GERALD E SGROI, ANN M 830 S GULFVIEW BLVD CLEARWATER FL 33767 - 3028 SHERIDAN, ANNE L TRUST 2003 SHERIDAN, ANNE L THE 845 S GULFVIEW BLVD # 211 CLEARWATER FL 33767 - 3013 SHUTRUMP, ELIZABETH J 785 DEL NORO DR SAFETY HARBOR FL 34695 - 4230 SIFAKIS, TARYN SIFAKIS, GEORGE A 800 BAYWAY BLVD # 16 CLEARWATER FL 33767 - 2658 SMITH, JUNE B 13937 YORK RD SPARKS MD 21152 - 9666 SMITH, REVOCABLE TRUST 11 -6- SMITH, WILLIAM W SOKOLOWSKI, JACQUELINE G 92 218 CHANDLER DR THE SMITH, MARY B THE WEST CHESTER PA 19380 - 6810 87 TRENT CT 855 BAYWAY BLVD # 602 BURR RIDGE IL 60527 - 6476 CLEARWATER FL 33767 - 2652 SOUPIONIS, COUSTANTINOS DAVAROS,DEAN 2 -39 147 PL WHITESTONE NY 11357 - 1116 STANCO, JOSEPH A STANCO, JEAN 292 VISTA DR JERICHO NY 11753 - 2807 SPANDE, GERALD L 16430 IRIS CT LAKEVILLE MN 55044 - 5833 STARRETT, SALLY V 895 S GULFVIEW BLVD # 102 CLEARWATER FL 33767 - 3032 SPENGLER, BARRY CLELAND, PATRICIA J 5897 E LAKE DR HASLETT MI 48840 - 8936 STEPHANS,SUSAN STEPHANS, DORIS 830 S GULFVIEW BLVD # 308 CLEARWATER FL 33767 - 3009 STEPHENS, WILBURN T STEVENSON, ROBERT J STORMS, H DUANE STEPHENS, RUBY G BRANDAU, MARY S STORMS, ROZANNE R 865 S GULFVIEW BLVD # 203 221 HILLCREST BLVD 5 S BROOKWOOD DR CLEARWATER FL 33767 - 3017 YPSILANTI MI 48197 - 4336 MONTCLAIR NJ 07042 - 2440 STORY, JULIA STRANGE, BYRON G STRIGENZ, JUERGEN 975 ELDORADO STRANGE, JESSIMAI 855 BAYWAY BLVD # 207 CLEARWATER FL 33767 - 1022 3519 NE 158TH PL CLEARWATER FL 33767 - 2654 SEATTLE WA 98155 - 6649 STROHM, PATRICIA A STROHM, ROBERT A 868 BAYWAY BLVD # 213 CLEARWATER FL 33767 - 2636 SULLIVAN, ANA M TRUST SULLIVAN, ANA M THE 800 S GULFVIEW BLVD # 607 CLEARWATER FL 33767 - 3000 SUTKOWI, RONALD E SUTKOWI, LINDA A 895 GULFVIEW BLVD # 301 CLEARWATER FL 33767 - 3031 TAMBACK, EDWARD P JR TAMBACK, CAROLE E 868 BAYWAY BLVD # 314 CLEARWATER FL 33767 - 2639 STRUCK, RAYMOND L 2 CAMBRIDGE CIR HATTIESBURG MS 39402 - 8876 SULLIVAN, JOSEPH P SULLIVAN, JOAN M PO BOX 265 SOUTH DENNIS MA 02660 - 0265 SUTPHEN, HARRY E SUTPHEN, DORIS M 1096 COOLRIDGE GRAND BLANC MI 48439 - 4982 STUEBBEN, RONALD C STUEBBEN, MARGARET J 30477 PICKFORD ST LIVONIA MI 48152 - 3353 SULLIVAN, TIMOTHY D SULLIVAN, JUDITH E 868 BAYWAY BLVD # 108 CLEARWATER FL 33767 - 2630 TAGLIENTE, THOMAS PINTO, FRANK G 865 S GULFVIEW BLVD # 303 CLEARWATER FL 33767 - 3019 TANNER, LINDA S TAYLOR, MARY B SHELBY 25 CAESARS WAY IRREVOCA BROADSTONE RIPKA, NANCY SHELBY THE DORSET BH18 9DP 00003- 830 S GULFVIEW BLVD # 802 GREAT BRITAIN CLEARWATER FL 33767 - 3025 THACHER, MARGIT THEMELIS, JOHN D THACHER, WYNN THEMELIS, DOMNA 9925 UPPER 161 ST W 3501 MORROW LN LAKEVILLE MN 55044 - 7662 MILFORD MI 48381 - 3360 THOMSON, THOMAS TRUST THOMSON, GRETCHEN 895 S GULFVIEW BLVD # 207 CLEARWATER FL 33767 - 3023 TRACHUCK,ANTON TRACHUCK, GRETE 4955 RIVER RD, APT 312 DELTA BC V4K 4V9 00001 - CANADA UMECK, WILLIAM R UMECK, JUDY K 1499 TROTTERS COVE DUNWOODY GA 30338 - 3851 VAN FLEET, BRUCE VAN FLEET, DAWN 1582 GULF BLVD #1804 CLEARWATER FL 33767 - 2908 THORNTON, KEITH W & RUBY JEAN 3120 SHADE RD AKRON OH 44333 - 1838 TRIANTAFYLLOS, MARIA 234 HOPE ST STAMFORD CT 06906 - 1602 UNIT 703 TRUST JACKSON, BRIAN THE PO BOX 3354 CLEARWATER FL 33767 - 8354 VAN SWOL, PATRICIA 800 S GULFVIEW BLVD # 702 CLEARWATER FL 33767 - 3000 THOMAS, LOWELL R 851 BAYWAY BLVD # 903 CLEARWATER FL 33767 - 2625 THRASH, JACK W THRASH, JUNE G 868 BAYWAY BLVD # 102 CLEARWATER FL 33767 - 2631 TRUHLAR, RONALD J THE TRUHLAR, NANCY L THE 8307 TUDOR CIR WILLOW SPRINGS IL 60480 - 1123 VACCARO, GIUSEPPE VACCARO, DON 333 BILLINGS AVE OTTAWA ON K1 H 51-2 00001 - CANADA VENABLES, LORETTA S THE 7100 METRO BLVD #327 EDINA MN 55439 - VERBIN, MARTIN A VERITY, EARL L VILLIES, ODYSSEF VERBIN, GERTRUDE VERITY, BARBARA R VILLIES, ZAHARO 830 S GULFVIEW BLVD # 804 120 OCEAN DR 9340 S 69TH CT CLEARWATER FL 33767 - 3025 SEABROOK NH 03874 - 4736 OAKLAWN IL 60453 - 2041 VISCONTI, GLENN VISCONTI, DIANE 3 BALMVILLE RD NEWBURGH NY 12550 - 1911 VLAHOS, JAMES P 26 NORTHWOOD RD NEWINGTON CT 06111 - 3150 WALSER, CARLA J 855 BAYWAY BLVD # 403 CLEARWATER FL 33767 - 2654 WATTS, CECIL H WATTS, LUCILLE R 855 BAYWAY BLVD # 703 CLEARWATER FL 33767 - 2650 WENN, RONALD 697 HIDDEN LAKE DR TARPON SPRINGS FL 34689 - 2606 WILLIAMSON, WILLIAM E WILLIAMSON, ANNA F 830 S GULFVIEW BLVD # 303 CLEARWATER FL 33767 - YOUNG, RUPERTO YOUNG, JANIS M 9037 SOMERSET BAY LN # 301 VERO BEACH FL 32963 - 5616 ZARAKAS, MARIE REVOCABLE TRUST ZARAKAS, MARIE THE 1160 LINDENWOOD DR TARPON SPRINGS FL 34688 - 7F'19 ZIMLIN, YURI M ZIMLIN, OLGA 40 CENTER ST CRESSKILL NJ 07626 - 2245 VITALE, KATHY 43070 KEYSTONE CANTON MI 48187 - 3400 VOS, WILMA H THE 895 S GULFVIEW BLVD # 309 CLEARWATER FL 33767 - 3024 WARNER, MARK J WARNER, ANN C 640 STEVENSON RD SOUTH ELGIN IL 60177 - 1133 WECHSLER, ROBERTO WECHSLER, ILANA 895 S GULFVIEW BLVD # 110 CLEARWATER FL 33767 - 3021 WHELAN, RONALD J WHELAN, KATHLEEN 800 S GULFVIEW BLVD # 403 CLEARWATER FL 33767 - 3001 YASOVA, MORRIS M YASOVA, VICTORIA 5018 CAMBERLY LN OLDSMAR FL 34677 - 5113 YTURRIAGA, HORACIO YTURRIAGA, SANDRA PO BOX 5236 TAMPA FL 33675 - 5236 ZARLENGA, NICHOLAS R 830 S GULFVIEW BLVD # 708 CLEARWATER FL 33767 - 3025 ZUHLKE, ELIZABETH J ZUHLKE, NORMAN A 86481 525TH AVE BRUNSWICK NE 68720 - 3002 VITUCCI, MARY L THE 855 BAYWAY BLVD # 508 CLEARWATER FL 33767 - 2626 VOUGIOUKLAKIS, C VOUGIOUKLAKIS, DEMETRIOS P 800 S GULFVIEW BLVD # 301 CLEARWATER FL 33767 - 3001 WATT, SUSAN A 71 OLD MILL RD TORONTO ON M8X 1 G9 00001 - CANADA WELLS FARGO BANK NA THE 3 ADA IRVINE CA 92618 - WILBUR, RAYMOND JOSEPH III WILBUR, PATSY R 14915 EVERSHINE ST TAMPA FL 33624 - 2238 YESSAIAN, JOYCE REVOCABLE TRUS YESSAIAN, JOYCE THE 845 S GULFVIEW BLVD # 112 CLEARWATER FL 33767 - 3012 ZAFIRAKIS, GREGORY ZAFIRAKIS, KELY D 39 NATURE COVE CT WILLIAMSVILLE NY 14221 - 1978 ZEH, ROSALIE M 1310 GULF BLVD # 3 -F CLEARWATER FL 33767 - 2859 } CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, September 15, 2009, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. Pssghetti's III LLC (Frank & Anne Mongelluzzi) are requesting Flexible Development approval to permit a restaurant in the Commercial (C) District with a lot area of 2.05 acres; a lot width along US Hwy 19 of 414 ft and along Enterprise Rd of 276 ft; a front (east) setback of 74 ft (to building), zero ft (to existing roadway pavement of US Hwy 19 N exit ramp), 40 ft (to existing parking lot pavement), 46.87 ft (to courtyard patio) and 45 ft (to courtyard wall); a front (south) setback of 62 ft (to existing building), 10 ft (to existing pavement), 20 ft (to outdoor cafe patio) and 10 ft (to courtyard wall); a side (west) setback of 2.5 ft (to existing pavement); a side (north) setback of 7.5 ft (to existing pavement); a building height of 15.33 ft (to roof deck); and 87 on- site parking spaces (with an additional 73 off -site parking spaces shared with adjacent shopping center), as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code (CDC) Sec. 2- 704.C; and a reduction to the perimeter buffer along Enterprise Rd from 15 to 10 ft (to existing pavement) and a reduction to the west side perimeter buffer from 5 to 2.5 ft (to existing pavement), as a Comprehensive Landscape Program, under the provisions of CDC Sec. 3- 1202.G. (Proposed Use: Restaurant) at 26200 US Highway 19 N, Parcel No. 31- 28-16- 94130- 000 -0100. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2009- 07022 2. Brenntag Mid -South Inc. (Kenneth W. Jones) are requesting Flexible Development approval to permit an expansion of an existing Wholesale /Distribution/Warehouse and Manufacturing facility in the Industrial, Research and Technology (IRT) District with a lot area of 163,785 sq. ft, a lot width of 135 ft, a front (west) setback of 67 ft (to pavement), a side (west) setback of 10 ft (to building), a side (south) setback of 42 ft (to building), a side (north) setback of 16 ft (to storage tanks) a rear (east) setback of 19 ft (to pavement) and 27 ft (to building), a building height of 36.5 ft, and 25 parking spaces as a Comprehensive Infill Redevelopment Project under the provisions of Community Development Code (CDC) Sec. 2- 1304.C. and a reduction to the landscape buffer along the rear (east) property line from 5 ft to zero ft, a reduction of the landscape buffer along the side (north) property line from 5 feet to zero ft, a reduction of the landscape buffer along the side (west) property line from 5 ft to zero ft, a reduction to the landscape buffer along the side (south) setback from 5 ft to zero ft and a reduction to required interior landscape area from 10 percent to zero percent, as a Comprehensive Landscape Program, under the provisions of CDC Sec. 3- 1202.G. (Proposed Use: Wholesale/Distribution/Warehouse and Manufacturing Facility) at 1575 Sunshine Dr., Parcel No. 01- 29 -15- 16488 - 000 -0153. Assigned Planner: A. Scott Kurleman, Planner III. FLD2009 -06020 3. Clearwater Yacht Club Inc. (Commodore Barrie Gustard) are requesting Flexible Development approval (1) to permit the upgrading and expansion of an existing social and community center in the Tourist (T) District with a lot area of 50,428 sq. ft, a lot width of 410 ft, a front (south) setback of 6 ft (to pavement), a side (east) setback of zero ft (to existing pavement), a side (west) setback of 14 ft (to existing shed), a rear (north) setback of zero ft (to pavement and tiki hut), a building height of 27.5 ft (to midpoint of roof) and 50 parking spaces, and (2) to permit outdoor storage (boats) in the Tourist (T) District as a Comprehensive Infill Redevelopment Project, under the provision of Community Development Code (CDC) Sec. 2- 803.C. (Proposed Use: Social and Community Center) at 830 Bayway Blvd., Parcel No. 17 -29- 15- 05022- 004 -0050. Assigned Planner: A. Scott Kurleman, Planner III. FLD2009 -07021 4. Jade Group (David & Bennetta Slaughter) are requesting Flexible Development approval to permit a change of use from office to educational facilities for a 15,212 sq. ft portion of an existing building within the Downtown (D) District with 129 off - street parking spaces as a Comprehensive Infill Redevelopment Project under the provisions of Community Development Code Sec. 2- 903.C, as well as a Termination of Status as a Nonconformity for the existing building height of 87 ft where a height of 50 ft is permissible under current code, as per Community Development Code Sec. 6 -109. (Proposed Use: Educational Facility) at 1255 Cleveland St., Parcel Nos. 15- 29 -15- 38574- 002 -0140 and 15- 29 -15- 38574- 002 -0230. Assigned Planner: Robert G. Tefft, Development Review Manager. FLD2009 -08029 5. Thomas Warren Evans is requesting an appeal from a Level One (Flexible Standard Development) denial decision pursuant to Community Development Code Sec. 4- 501.A.3, that a requested pool and deck location is inconsistent with the Accessory Use /Structures standards as set forth in Community Development Code Sec. 3- 201.B.4.. (Existing Use: Detached Dwelling) at 1932 Hastings Ln., Parcel No. 01- 29 -15- 98110 - 000 -1220. Assigned Planner: Matthew Jackson, Planner II. APP2009 -00005 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the assigned planner at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Planning Director City of Clearwater Cynthia E. Goudeau, MMC City Clerk P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.comNiewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 09/03/09 I I I I s I I I I I I I I - I I I I I I I I I I I I L— — — — — — — L — — LJ J �J Nf I Li I � �� ► ♦LEXINL9¢P �T,O� 1p 9 TO MN / ' 03 _ o �: ' ei�•40 • ..� Y • •.� :.:• G GU S•t�.... , INTERIOR LANIPSrAPIN6 2,409 50.FT. OF 24,055 5O.FT. VEHICULAR USE. 10.12 % Db _ - Nm REFER TO SMALL 517E RATIO PLANS FOR DE516NATION OF INTERIOR LAND51APIN6 AREAS. -vra oPOST irro ,� - - NOTE: ALL LAND51 APING WITHIN 516HT VI5IBILRY TRIAN&LE5 TO BE Pape aGe ro ee _ MAINTAINED AT BELOW 50" M HEIGHT. PLANT LIST RB40vFD GE q Gorbca reclu wr. 9¢r)ceus 91LVEP EUTTONVq^.0 D TO 10 HIGH SRKaLE 9T S. — — 6 A3 911GW1 W 39 3EA GRAPE 3'Y T 41" NUN T 6/J. 9HO.Y� A U Hbbcue ress eMmsls NIB5C119 W TO 24" HUH 36— NO MOPE TNAN 14 ' O. . 319 ,}n unhrta SHORE .UNPHI 12" TO 1D' SPREAD i GAL. NO MORE TNAV 38' O.G. MG 31 rICIC¢rR¢rI MTLE 18 "TO 24'HUH 36AL NO MORE TNAN PM DD eurkl/If/ 46s PWMd•GO ID" TO 24" NUM 3 bAL. NO MORE TNAN Z-6' O . PM 63 P YEW PRE 3' MMMUM HUH T bA'_ NO MORE TNAN 2-6' O.G. G✓ 2 Qurclw vl Inb uyE OAK 3" GALNBt 11 HUN BBB OR GONTAPBt 6RpY� A5 SNGYN RE D D¢I)I ubetHOmrls FIREGAIGI. ¢ P T 10' TO 14' HUN 3— NO MgiE TNAY Sb' O.G. SP y /mettb ,43E P,4M 10 TO 14' NUN 50Lm E TN A3 3NG NO 8C013 NOT FRE SCARPED T- 134 Tr>rlleb rm1.m .Iw/n robes Min D/Y.itF C.ONFID6lATE 14M1ME 11' TO 10' SPREAD 16A1. NO M on TNAV S -0' O.G. W, PR IYSfM1I tOnls rcObtd rv/v+HR16T- PAW 1D' TO 1D HUH 30W EARTH AS 3NGYH --- SITE 3 m GIX}nTE 1D "TO 34 "HkSH 96AL. NO MORE TN AN 1b" O.G. PROVIDE TREES, SHRUBS AND PLANTS THAT COMPLY WITH STANDARDS OF FLORIDA GRADE +1 OR BETTER AS 61VBd IN GRADES AND STANDARDS FOR NURSCRY PLANTS, STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND C0N5UMER 5ERVICE5. ALL PLANTING AREAS AND OTHER AREAS AS INDICATED SHALL RECEIVE A MINIMUM OF 5" OF PINE 5TRAW MULCH. 500 TO BE DOT 6RADE PENSACOLA BAHIA 6RASS PROVIDE AUTOMATIC IRRIGATION SYSTEM TO PROVIDE FULL GOJERA6E OF PLANTN6 AND SOD AREAS AND SURROUNDIN6 ALL NEW PLANTIN6 AREAS. SYSTEM TO HAVE RAN 5EN50R WITH AUTOMATIC, SHUT OFF. IC 06/30/09 REV; 08/12/09 da 0 J r o i F W Y N o XFX RLL �Fp 011+ PF a Il.l V 2 v Q i m } � F 1 LANDSCAPING PLAN lll� r - - -�- T- - - - - -- Ex cABBAbe PALM b �>•a i '`_ � _ � - � ,p. rB Be r E.%DhTE PAW D" Queen Palm - b remain, falr cpWltbn 4D a triple NeXSber PNm - LO be relocNea, nlcC conblLbn S. 4D #'r' I I I Lrce pn elte. toPremaln 6. 4A tO WMn.gw em- ypng [rce. rclxatea IBAY5IDE SUBDIVISIbN NO. b UNIT A $ 6" X =O Canege Palm - probNRJ break In a WM norm, 0. I.s - 4 I.S PLAT BOOK 57 PAGE 45 I BLOCK Vl. 9 TO. I'S Multl -ftem approxima[aiy 4' al—.r Ficw - 1 1rp wlll be remorea EX GAPB .b U Wtl <tem eppro %Imalely 4• alsro[er Fiw - aeOlning wlll be remOVea 1=. =D 6' Cabbage PNm - to K rcmweo 19. 1.3 LOT 3 I LOT 4 14. 1.9 D" Cabbage Palm - N b0 rcmoveG, oamageG «vile k Cabbage PNm - to be remo.CG. Gamagee 1—k NOT 4 NOT Ii INCLUDED it NCLLVED 6TO BE �r X14 t144 h'9 H LT P R TO BE T I NE1616 N6 �T�l' -_ I D' CN»age PNm - b be relw,aLeo. ywrg tnee � � 4 t5 I I PaeK fTQtY I Yl �► -� Bottle Bufn -to be rcmp te. nea eM of IIIe r � PST AND y I= `_ LIFK.hiK315_Y1�OP- � BIBB� I, MiNAn,M R.+DUr ro eE PRQrFSiEn: ARw�vD9 - vs oRIPLnIe B. CONFERS r BASAL PALMS - @IT WE GRIPLNE. _ _ _. I.PRIbN1°v - MO LESS Tl1AN 2' % 3' LUMBBe. S. HORITQLTAL9 - NO LESS THAN I' X 4' WMBBe. ♦. BARREiLh SHALL BE EREOTED ARQMp TREES BEFORE CONSIRUGnON. S. UPRIBNT P09T9 ARE TO � AT IFAST 4 F1�T M LF]iGTM YTN A MMIMMA OF I FOOT M1C11p+ID N 6RCUl0 ANp 9 Fi3T ABOvE 6RQMD. b BARR®e9 TO REM,W M PLIGE UNTIL /1J. PAVMb. CONSTRUCTiQy AND NERVY F.C211°MEM B QfT OF AREA RE9AMC£ 9PPLVI.BT AT Sb?4�TMIED FRP1 T1iE LMm 9urvry acne on lne 19. =009 rrK Np. Rr.lrg SS 0" Cabbage PNm - to rcmaln, ialr coMl[bn _. SD D' OUeen PNm - LO remain. fair tnnGttbn 9. 9D D" Queen Palm - b remain, falr cpWltbn 4D a triple NeXSber PNm - LO be relocNea, nlcC conblLbn S. 4D MWtlarunk Ficue - g x LTK exKp[ rlNklirunk, only fnNfe Lrce pn elte. toPremaln 6. 4A tO WMn.gw em- ypng [rce. rclxatea =D 6" X =O Canege Palm - probNRJ break In a WM norm, 0. I.s 6' X ID' Cabbfpe Palen - utNc fKbvy Lrunk 4 I.S 6" x Xl Cffibage PNm -week Lrce, mq/< oargttouf TO. I'S Multl -ftem approxima[aiy 4' al—.r Ficw - 1 1rp wlll be remorea 11. i.5 Wtl <tem eppro %Imalely 4• alsro[er Fiw - aeOlning wlll be remOVea 1=. =D 6' Cabbage PNm - to K rcmweo 19. 1.3 6' CNnege PNm - to be rnrc2a. Gemgim trunk 14. 1.9 D" Cabbage Palm - N b0 rcmoveG, oamageG «vile Cabbage PNm - to be remo.CG. Gamagee 1—k 16. 4D 10' vNeningion PNm - to be rebcate0. nice tree 1T. 4A D' 1- �ninglon Pelm - to be rebrdea. yovq tKe IB. 4A B' YWenmgton PNm - to be rcbcateo, yovp Lrce 14 4D D' CN»age PNm - b be relw,aLeo. ywrg tnee m. zs B" eabnage PNm - ra be rcmoYea. over «ee =1. =D D" GNnage PNm - to be mmoveo. abler LrK a 20 Bottle Burn - fo be rcmo.+eb, ne ra a INe =S. zo Bottle Bufn -to be rcmp te. nea eM of IIIe — �EwsTaks Bruck ,,,,,,.•••••^ , eDLUreIS To eE w� F13tnUIDe TABLEI9 b SPECIFm. PtlCE WIFORMLY ARGMD RCOT MARS �lY�� MWLE AND BOTTOM d` RCOT Mb9 PLANNING a •.. ��yP.reRY�TC� it � TN6 NEWELM g/i1Dr'b `NEIBNBORRI6 FRGPBeir :/ ® �,� EwSnNG CJHBASE ,s . i I 1: B PALMS i-•� �� r: 1 - E+a9rPl6 PN� q = TREEµ PRESERVATION PLAN 6 � � r s to =o' bRAPwc scALE � r7 "�f �t,} ° � Au slrwaeibRafroco„ac 04. u - _ r t} ib.. ro Be rnIANSUL,x 9PKa+s. 5ff PLANT LIST FOR (O.G.) 9PA,•NG. � F n'04'54E 9 rao p,N- 0o N I g� ri O N.T.S. 4 F.6B6t fIO.E LAP ®1 TRUNK =' X6 STA119 e TI Ale r D Arac MuIAN r FRa ^TRU+K s pRTN bASf bALV PLANNING a •.. ��yP.reRY�TC� it � TN6 NEWELM g/i1Dr'b `NEIBNBORRI6 FRGPBeir :/ ® �,� EwSnNG CJHBASE ,s . i I 1: B PALMS i-•� �� r: 1 - E+a9rPl6 PN� q = TREEµ PRESERVATION PLAN 6 � � r s to =o' bRAPwc scALE � r7 "�f �t,} ° � Au slrwaeibRafroco„ac 04. u - _ r t} ib.. ro Be rnIANSUL,x 9PKa+s. 5ff PLANT LIST FOR (O.G.) 9PA,•NG. �Gta 61 @A -- s• Mwcrl ur®t oA.xAWb ACURBi " ANT "b DOL PLANT SPACING DETAIL (5E(:,TION) N.T.B. urmBTLRBED SQL HARDWOODS DRIP LME AIBJ T! FRGW9 d 6 B11NJ. BE sIRAIGNT ANp T eeRVES, FREE cF scAru, _a_ .gyp »a..P _ da Q � e o�WWz 1n E P o_ v X `Q r IB •.r �a w..�o.._T�w I� NNL TO BATTEtL919TA10E9 ••.• f� TREE PLANTM6 DETAIL L PDAND 009@aJ w ty9) SS=gqx�4xBD•woDa sTA ViOOV BARRIER DETAIL NQ's: N.T.S. RN1nNb NOIE.D N.T.S. L -2 1. Au 1'IQ'O sNAU. ee ItrRLee ve rNe rRCa1Re rReAr ®. rErcnLl�c rAeleTS 9• wLCN urge 2 PQNOvE ILL 9TRN5 VGR rY¢E YRArP® AROUND TRUNK b BPFSJFED. PLK.E TM61AJQ9lURBEp 600 - LMIFQPMLY ARRQMD S. 1® -10vL IVL STMPD. RQE9. f,RE. VOR 9TRNb01P.LD TO LIrT TIIE ROOIBALL. ROOT M/ 9B BETY�1 MN. S TIf1eS TIF 4. RBeOVE ALL BURLAl UOIC TIRE PROM nIE TA a n! Rq�r BALL. MOQP AIm BO. TTOM l ESERVATION PLAN RBAL S. TREE PR PALM PLANTM6 DETAIL 5HRU5 4GROUNDCOVER a PLANTM6 DETAIL N.T.S. 4 F.6B6t fIO.E LAP ®1 TRUNK =' X6 STA119 e TI Ale r D Arac MuIAN r FRa ^TRU+K s pRTN bASf bALV nLLCD AND Il}DDEILD SUY ti YitF NAIVE SQL BACM:PX1 I NOTE: SET ROOT SZE _= TO 4• ABO��rE a UNDOIURBPD SQL 1 �Gta 61 @A -- s• Mwcrl ur®t oA.xAWb ACURBi " ANT "b DOL PLANT SPACING DETAIL (5E(:,TION) N.T.B. urmBTLRBED SQL HARDWOODS DRIP LME AIBJ T! FRGW9 d 6 B11NJ. BE sIRAIGNT ANp T eeRVES, FREE cF scAru, _a_ .gyp »a..P _ da Q � e o�WWz 1n E P o_ v X `Q r IB •.r �a w..�o.._T�w I� NNL TO BATTEtL919TA10E9 ••.• f� TREE PLANTM6 DETAIL L PDAND 009@aJ w ty9) SS=gqx�4xBD•woDa sTA ViOOV BARRIER DETAIL NQ's: N.T.S. RN1nNb NOIE.D N.T.S. L -2 1. Au 1'IQ'O sNAU. ee ItrRLee ve rNe rRCa1Re rReAr ®. rErcnLl�c rAeleTS 9• wLCN urge 2 PQNOvE ILL 9TRN5 VGR rY¢E YRArP® AROUND TRUNK b BPFSJFED. PLK.E TM61AJQ9lURBEp 600 - LMIFQPMLY ARRQMD S. 1® -10vL IVL STMPD. RQE9. f,RE. VOR 9TRNb01P.LD TO LIrT TIIE ROOIBALL. ROOT M/ 9B BETY�1 MN. S TIf1eS TIF 4. RBeOVE ALL BURLAl UOIC TIRE PROM nIE TA a n! Rq�r BALL. MOQP AIm BO. TTOM l ESERVATION PLAN RBAL S. TREE PR PALM PLANTM6 DETAIL SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CLEARWATER, PINELLAS COUNTY, FLORIDA TOTAL SITE - 50.428 50. FT. PERVIQF - OTHER 10,256 SQ FT. PERVIOUS - INTERIOR LADSGAPPIG - J•9gg FT TOTAL PERVIOUS - 11,809 50. FT. IMPERVIOUS - VEHICULAR USE - 25,916 50. FT. MPERVIOIIr - OTHER - 2 7O0 en FT TOTAL IMPERVIOUS - 50,619 Sq. FT. INTERIOR LANDSCAPING - 3.590 / 25,916 + 5.9 % IMPERYICV SURFACE RATIO (P.R) - 38,619 / 50,42B = 76.6 % IMPERV 10,5 FLOOR ARE RATIO (PAR) - 10.500 / 50.420 -.21 GL 7. I 7 )IVISIION NO. 6 UNIT A $j OK 51 PAGE 45 .00K V., N LOT 4 m I NOT BI INCLUDED i I. IFglR STORY MASONRY BUILDNG I I COnCRLrt 0!'X TM2KE I +8021 LNf I I N 8? -0 =5Q E S 89°52'45- E I 1 PARGE �'� ❑ LOT 5 I N &9'52'45'Y4 76.-15'(P) I 'Jt1. 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IWO'D "dM3Nd T�31VM21id3 -10 lSV3 St 9- v"Ti H_1105 bL dIHSWO -L 'B NO1735 " 2m�:) J-H,*DV,.I, :3H1 01 SN0l_LV `ON3Z! r�i�ooa aaumaa �ma+ao tadwnNaiaalxn Neat RENOVATIONS TO THE GLEARY�IATER YAGHT GLUE3 IN uaorel.uasogregrc l�„w Hwm M��ll.,.a9�M1 rn ..0 eawo. -.tea i.n rn r_rawro.uwx r�at�-vv 4yNryYlne eaw�riy ea aaraewe�iot�, a a�b'�txebaMS.�is�t�•.n� erivwa HVU+v V�� �vs nt Ilra Nen To tnae: Wr "� 9.e�mtaia ma �h rbn ripen, appurimsieiner . uv W+It�ra o e, d' PMe�w P H_�..a mm,pr we parr ae,erbee _ rolur. a.el. a , peart H w Hwrn 5a,asv IIK a ref, o«w _u poFr 9 w�m.4 N.eS ro,r yr a w N,rw.,e.<re as 10— rq . ,pry—, wrrb. - --r I I I I IBAY5IDE 5UBDIVI5IbN NO. & UNIT A' PLAT BOOK 51 PAGE 48 I BLOCK LOT 3 I LOT 4 - NOT I NOT INCLU DED II MGWD® — II p. I I Y I I �6ON6 � I I � I I 5GHEDUL.E OF DRAWINGS AR_CHITE TI)RAI A-1 TtfLE SHEET, 511E PLAN A-] ELEVATI(.N9 Ad ELEVATIONS G1 COVER S159'T G] —NOTES Gi DEMO PVV Gr NOR1lLNTAL CONTROL MID ULEIIY PLMI C/S fRT/JL9 AVD SECTIONS L-b POLLUTION PREVENTaJN GT SITE OETNLS �N0SC APE L -I A L -] TREE PRESERVA' ,ER "-E,9 5 09'5245" E GL - . 26.T5'(P) ' LOT I r r�l� _ b p •' a5T 6 i�ORI6�E yLBOATS ON DOi i w I Q rOR USE rdiN YCVR1 1 N pis I9AILS16 PROGRM+S -,.__ ],1q b AS N LT P R \ LOT L06rA;O =. "M� , or Il 51TE AERIAL 11 -14cr TO--ALE- ]0400'(FXP) .f,' tl 11 % rou II m V -i e�ilnus LOT 10 0 9 t .w.,m •. g I I: U 6 F � < 3 5 O , E Wm F r � nX K XLL o0 o � tilt N -p• y PROP05ED 51 PLAN 0 r TTOEE �j I 1 — - t� O -SCAR: 1• =iT�) - `( IL _ gams �9/— IF— j SITE DA'LA; _ NO ENVRpW ..26S —, AREAS. J 50.43D 5O. FT. 1.16 ACRES - O E%ISTIN6 OVEI.LN65 v rrsiARE PCOfA� O PRCPO°�D LvELl,N6 VNTTS ExT— 1 BUILD So OP 9IXW. Mm COMIMMIIY CENTER IY..E EXISTM6 10.500 50.FT. 68059 f' 1 TOTAL SITE - 50.4]8 90. PT. ADDf1K.TV151] 90.PT. IffV1 TOTAL 11.01] 90.FT. PERVIOUS - OTHER 9,1 50. FT. BUILDN6 HE16HT - E195TS16 x'-4', NEr1 NO MORE THAN Zb'p' v PHt IOTA - INTERIOR LAD9GAPM6 FOR L./1m5GePWG. SEE L -1 TOTAL PERVIOUS - 11,991 90, FT. IMPBEVOf - VEHIGULPR 19,103 9Q PT. � �� �HTS TO 0E C TO NRN OFF AT 9 M. r IMPERVIOUS - OTHER - Y5,451 5 TOTAL - OTNEkU5 - 38,491 90. PT. PARKING - REQUIRED INTERIOR LANDSGPPIN6 - ],510 50. PT. Current perklnQ prOVlded - 5.21 (ro H/C spaces Lo Dodo) IS INTERIOR LAND5 1A 6 - 3,546 / ]5.109 = 10.14 % Parking regUlred per Plexlbl evelopment GOde- 1 e.lstlne 10.500 . Additional 513 so. Pr. = 11.012 IMPERVIGUS SURFACE RATIO (P51i) - 96,491 / 50,438 a 16.9 IS IMP6CVkJU9 (0 (11013 total sgdt./1000) x 4 = 44 PLCGR ARE RATIO (PAR) - 10,500 / 50.428 = �1 (1 O AUlJVm) (11013 total sq.R11000) x 9 = SB Inoluding 3 MG epees c PARIO1,16 PROPOSm: 50 MCWDM6 ] N/G NOTE: U SEE CIVIL FOR SITE DETAILS F,_� SITE PLAN 1' Y tb � 6RMHIG SCALE PN6N® PLCOR_ 6MOUID /LN1E PMGNm_ PIA'It_ BRGUND PLM1� �Sa 06/30/09 E 6 LL t M NN O 4 3 [D � J v T v N� WL r nm A rCMT ELEVATON _ ELEVATIONS � Y3 souna ELEVAnoN �zmrr�,r -a� &flr FlQ71t %'LA!_ I 06/30/09 O g � x j a uLL Y 6 z � � LL Y V NORTH ELEVAnON A ELEVATIONS e m J V H 2 V Q } m m V� eenTn_E -..- I I , z BA-SIDE SUBDIVISIbN NO. 6 UNIT A g Eas p6Frr� PLAT BOOK 51 PAGE 48 9 TOA" I BLOCK "D" LOT 3 I LOT 4 r WA9HW6ra+l _ NOT , NOT 1 PR LocToTm I� NCLUDED �I NGLUDm ❑ i11 II • o� .abT ,. �..: � I I a I I r��YY I I L--- - - - -1— . °. ,a qie�� Current parking pra✓Ided - 92 (no H/G spaces Lo code) Faking required per Pls.lble DNCIOpmmt Code- yip PD5T AND (10900 COCaI Sq.R. /1000) % 4 = 42 ROPE FENCE TO m (10900 tote) sq.Pt. /1000Yi4R= iO- IRGM+GkIg.' 1K p.XPp R�� PARKIN6 PROPO!HVJ •i0 INCWDING 2 H/C LwAlicAlalw- NO perieleter !Zf,ere are required IM rior IsWeGGaapping W 10% oP Vehlwlar Use sea. Foundation Landpcaping req Iced Of 9' along VIE street side of the building. A IaMpGaped hedge or low imGe ad)aGmt to u+e parking lot For screen ng purpaeep. 9PEYFIGATIr?15 -WOOD BARR6I 1. MN64M RADIX TO BE PROiEGTEp. A HARDWLl�p9 - 2/9 pRPLIIY: B. GONIFER915ABAL PALMp - ENTIRE DRPLUE 2. UPRIfiHT5 - NO LrSS THAN 2' % 2` WMBl9t. 9. NORiZLNTALS - NO LE95 THIN I' X 4' WMBER. •. BARKERS SHALL BE BlCOTm MCIMD T¢Etf55 BEFLRE coN9TRUCTnN. 9. UPRkSHT P0515 ME TO BE AT lEA9T 4 h$T' IN tDYaTN WITH A NIMUM OF I FQOT ANG110RED N 6RORm ANp 9 FEET ABOVE 6RQMD. OTaRCRT5 ION AND N VEAYN Y P EGKl1AE M BT B LL T PAVN6. Or ARF.� WRTISt NFOR [—ST MAY BEOBTARRD PROM THE L.4m 9PELULLJST AT 562iT41. P f19TN6 (9) TRUNK n` � N£XMIG92 PRELOCJI® P N 1 n 2a'14 � P9 H LT R c 2 t _?FREtacAre sl Xe a �► Nov 916H !C 2 J 1�I RSA Ill I I '� � yK,HT GW6 GIpMW'9yLLO�MV n+ ` ,..•.. •.�:••' REJ'LAGE E %6TR1G + 3� 2 wA5HleIriTONIA +1 6P.AVEL -� H+D � SABLE PA,.W n o BE aEIrzATEo C s N 4 � 1 110 v J o i0 REMAN 2a 9T 1 26 4�J LANOSGAPE PLAN FLAG POLE 4 -%eTe: T =-� R "' — 5 NEn Leu rION = INTERIOR I.AND5GAPING: x,546 50.FT. OF 25,103 50.17T. VEHICULAR USE. 10.14 % . ro•. .. ws �. TO 5MALL SITE RATIO PLANS FOR DESIGNATION OF INTERIOR 1 —T BE _ -L P) LANDSCAPING AREAS. 1 REMOVID 4� BP'(1"U`�N.. n1 NOTE; ALL LANDSGAPIN6 IWTHIN 5161-17' VISIBILRY TRIANGLES TO BE MAINTAINED AT BELOW 30" N HEIGHT. 0 PLANT LIST A1411 PLANTS THAT COmll o � D.vARF ua+PO2ERAre.IreMpIE NTH STANDARDS OF FBLORIDA GRADE #1 OR BETTER L Ln2 OAx ® AS (WEN IN GRADES AND STANDARDS FOR NURSERY 0 51LVHl BJTTOl.p,IpOp ® nAX MYRTIF ; WA9NM6TQIVN PALM PLANTS, STATE OF FLORIDA, DEPARTMENT OF F ° FPR[LRALI�R GQ 10 freGfN Hr. 9Orkevp 91LVFR BUTTQJ 8' TO Ia NIGH n—LE STEM B® OR —TANp2 6ROYN A9 w HR6 15 OcclacGbe unl a f 9FJ16 H 90' TO a2' H H T a' HIGH t GAL AS 9HCPH JG MG 211 9 92 erG r u 9HORE WNPEa WA MMTLE I? TO la' 9PRF1fJ la'T02•-HGH 1 6AL. 96AL NO MORE THAN Zb' a - NO MLI¢E TWW Z -6'OL. PM f9 PI eskulYf et'e P H• YEW PNE W lo • 9' WRMM HkSH 9 16AL. MORE TNAN ?!' C. O✓ RE 2 OLercue vlr N I vat Oren Fl OAK F PLANT 9' GALPT3[ 1? NIGH 1-9 T 24'X16 B OR TANHi 6ROrN As A9 SHCP•1 b' 9P T11 22 196 5ehle n1e[b 11xne rmun Jo6mNnidGp Hh CABBAGE PAW WYRF GONFEDBtATE .lA°MNE la TO 14' 1s6H 1Z TO tp' SAD EHt BALL v 1 GAL. A5 NO MGRS THAN ?-6' 04. NO NOT FeTE WR 8 9 IYe4+ Le U1 M TON X11 C.00e1TE 19T I NMSH ID' i0 2d' V. TH 9 6K. A9 NO MQtE TNMI b' O.G. L L PLANT SYMBOLS A1411 PLANTS THAT COmll o � D.vARF ua+PO2ERAre.IreMpIE NTH STANDARDS OF FBLORIDA GRADE #1 OR BETTER L Ln2 OAx ® AS (WEN IN GRADES AND STANDARDS FOR NURSERY 0 51LVHl BJTTOl.p,IpOp ® nAX MYRTIF ; WA9NM6TQIVN PALM PLANTS, STATE OF FLORIDA, DEPARTMENT OF F ° FPR[LRALI�R TING C SEAGI¢APE • PWMBA60 o GCONTE ARREA5 D OTHER AREAS AS INDICATED SHALL ` L' uBB'be PALM X Ela5— TREE To BE REMpJED. ` TO E DOT 6NRAVE PENSACOLA BAHIIAA GRAP_F_. .SOD o H ®BUJS • YEW PRE °8 XX FOR DESCRP(tlN9 PROVIDE AUTOMATIC IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF PLANTING AND 500 AREAS AND \ SURROUNDING ALL NEW PLANTIN6 AREAS. SYSTEM TO Y 5' la 2a bRAPHIG SCN.E HAVE RAIN SEN50R WITH AUTOMATIC 5HUT OFF. l L LANDSCAPING I 06/30/09 I w a J I �8 I � e � B M W `tS � l = Q } S � m O 1 � m 1 v4 L -1 'LAN �p0(f NPJ r+c.ar+ � TMb CAB4UGE PAlM9 -•e�.�gt HARBOR N et•W"'� E w 3� p r7` o .n CURVEI �© •� ��� '• � -..I ro> a o 1`I�� DInLOND - - - ,ma,., -°=°- T - - - - - - - ��k,�� I O° F r � - -� • . �E,aB G PaES EX CArBA6e PALM'0 - 'A I I EX DAR PAL�Ie = I � - � �J \ • M.vTeP YK.H� Guff . iA � TMG HEIhSE Qy IBAYSIDE SUBDIVIS%N NO. b UNIT A I a Di9 eg fl q �T PLAT BOOK 51 PAGE 45 I BLOCK F:( LABBAb PAL 1i e . • 1 PALMS LOT 3 I LOT 4 I. MNOT m NOT I'I I ' R, N T eE Tm T O 1 o. Ii GLUDI INGLUDv.,xre 2i4 As Lr P�f]] ro /edRelocA j\ r _ - e.roTMe vNrs y TO BE RD v' TOM I I�GH �TNb PROP@tl�Y- ❑O �I I 10 - ! -. � - -� 11 15 ^"' / IDt ��: � � - � � I w9.Y; * � *� I I FCLR aTORY A ]t MADLIRY yl I 91L0N6 -d .. � er. +wAVe.e I NBY .2 �yD LEGATION - �- - ��1 D992'45' .. �+ X6.69 "IF • cdc em 9 _ Ew5TMG BRIOK ' ,p„r� •✓^ e+e. nro ee .•. �� _ 0 V I�MM� RADn,S TO � -Pe1OD POST AND I _��- Y9LVD(F)(P) 0 ,� HAxwmDS -1/s DRIn aE RAPE PeNCE ro BE g/.'!✓'U` 1,A. nl B. COIJIFER$ L SHHLLL PALMS - @ITIRE DftPLNE. _ _ REMOVID �- -� - � � � 0 2. LIPRkisNT9 - ND LESS lif/N 1• %? WMBEA. S. HORISRITN - NO 1159 THIN t• %4• WMBER. MUI.GI 5. �� t 4. BARRRFS SHALL BE ERECTm ARGVND TREES BE3'OR2 PROM 97849 06/30/09 uuu� J Wz N >R � W pr QF� Y TREE MZE5ERVATION PLAN a ;� I' S 10 ?0 GRAPHIC SGNF � r ` 7? ALL 91RUB5/GROIMD00.9a V } To Be TRIAN6ULM xACwb. �qL _ � vtANT Lnr POR toc.I xACa•w. CONSTRULTION. fBelWIDe TASLEIS /8 9- MUILH LAY®t �•y � �}% � 6�� p 5. UPRKSHT POSTS ARE TO � AT LPIBT 4 FffT M 1816TH Ntl1N A °JELW ®. PL.KE UNIPCRMLY MMIMM OF I FOOT IdICfIORFD N 6ROJND AND 3 PEST ASOVE MOLND ROOF MILS bROJND. BETI'�I MmDI£ Afm Bona+ of Roar MARS OD. x wRe✓ b BARRy5L5 TO REMAM M PEKE UNTIL IJ-L PAVM6, CONSTRUGTy.TI I.VD HEAVY Eale'MFM n a1T OF AREA PLANT 5PAGM6 DETAIL (SECTION) FURT,a�t MFORMATION MAY BE OBTA FROM THE lJf1D � RE50W2CE SPELYtIDT AT 561J141. N.T.J. paSTWb WDSNILBED 501E rM� TRFF aIQS` F� �Da 5To5�P W GeanuMar Yecnt Cub DSO BAA% Blvd. Ckaruetcr Beach, PL 55761 ° oP -T"w" svRCAD HARD WOODS J Su.•,ey done on aA,e w, 1c>75 SHRUB d GROUNDGOVER _ - PRUNE AND TE FRa.mS Tree NO. RtlnSf1� op PLANTING DETAIL o 1. 55 6. CA*l pe Pelm - to remain, fair .on 11Lb ° BB N.T.B. - - 0 T- 2. 3.0 0' Queen Palm - td remain. Ialr tgndltbn 5. 5D D• Queen Palm - to remain, fair ddndltbn THE YOR9 D RLElBBa N05E Q 4. 40 b- GNpk Alexander Ialm - t0 W rOlOeated, nloe dondl[bn I LM ®� TRIMK, a 5: 4A MW[ItrunK Pkua - pood tree exupt matlir,mk, onw Mede a 9TNCE5 2• %Y % D 9TAkE5 K SHALL BE 51 HT •wD 0 tree c, silo, to remain AT 1]O AP T T �� T�ix 1'itMaR CW¢v£5 FREE OF 50M5. 0 6. 4A 10• -.gwd Pem - ypep Vee, rcbG[CO LLH D• OsTN BURNMAR%5 AfQ) SCOT" 1. 2D -w LaL -babe Palm - probsbty break In a wIM storm, b 6A bALV Ttl.l.SD AND IN"Am ei11Y YRE NATIVE 501E BAGKPLLL l'L'bage Pabn - uaak ekeny Lr1ek NOR: WT ROOr µ 4 1.5 6•X10 Lebbage Pelm - ueak Lree, nbytY Osperdue TO 4' ABOVE } 2/5 OF Ve u .( 10. 1.5 MUItlT- appraxlmeLely 4- dish - Fi- - d,-m will y3� m W ramoea uNO15TUeBen SOU. Y rrze ,4' F[F[R 11. 15 MWLHtem epprozlma4ly 4' dleneter Flue - OeGlninq will � @ _ Z aaaSSS 12 1A 6' 6l:aebaye Palm - to be removed = 7 - 2`X�4Si16FYtlOLTf1 BATT@15 -ll � rt � 15. 1.5 ' -Ze Pelm - to W removd, decoyed Lrunk 2 T!U TI! NC1N Z eoNfeeT® WTH 1-514• ST�L SANDS. z m 14. I.5 D• Cebbye PNm - td W rcmMd. damaged Lrunk Or TI! R0015M15PRGID 2•X4' Y1DOD BRALE (9 EA MM.) 15. 1.5 M fid)ege Pelm - fo W rcmoxW, Gamyetl tivnk y NNL TO BATTENS a 9TAItES 16. 4A 1a Weaaingtdn PrMm - re W relduled, nbe Lree TREE PLANTING DETAIL T6LID NID L005B® T ro�U 5Z�k4'x9,5�6• rooDel sTAi� yj> BARRIER DETAIL IT. 4.0 w PWn.9- Palm - le W rcbcated. yowg tree N.T.9. NATNE 5aL BAOIOILL C'I..LlITIfG HOLE- AIt�ND N.T.B. L -2 NA�y ROOfB.ALL 1D. 4,0 D• wunmgtrm Palm - fo W rebated, young Lree 1. ALL W WD SHALL B! 5TIk22 0R PK PRC51Mt TRGTm. P9tT TAHI.DTB S MIILLH UT9e 14 40 D' -bye -1 - b W rebated, youy Lrce 2 I® -LOVE ALL BTRIM ✓OR WMG YRAPPED MtaRID TIYAiK. '� �' P�� T1N6 N'mnTlRBE0501L 70. 2.5 D' PNm - to W removed, Ober Lree IINPORMLY X 5. RO -tOVt ALL 5TRAPD, ROPtl, PARE, ✓oR DTRM65 U6m TO UPT TH[ RAOIBAJI RCOI MA89 BeTVmI MN. 5 T6+B TI! TREE PRESERV AT ION PLAN 21, 2A D• Cabbage Pelm - Lo W removed. Ober tree 4. RC40'vT ILL BLatL.N' Vat YaRG PFOM THE TOP dP M ROOT BALL. MpOLE AEID BOTTOM OPT ROOIBALL se P 22. ZA Bottie BUN, - to W removed, near end a Ilfe 5. TOP Q ROOTBALL TO BE SET S TO 4' A80VE [IA¢RORmIN6 PMDH 61- OP ROOF MADE. Mi. 2.0 -11. aen - w be rcmo ed. -rend a nra PALM PLANTNG DETAIL N.T.S. -,- FLOOR ARE RATIO (FAR) - 10,500 / 50,476 = .21 — - i r,app DtL� — F.(P) 589°52'45" E 26.75'(P) 26.63'(F) T - I E� I I I� )IV151bN NO. 6 UNIT A gj SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST OK 51 PAGE 48 d CLEARWATER, PINELLAS COUNTY, FLORIDA TOTAL Sf1E - 50,425 50. FT. PERVIOUS - OTHER 10,756 50, FT. PERVIOIY - INTERIOR LADSGAPING - 1 ,_s53 5a FT TOTAL PERVIOUS - 11,609 50. FT. IMPERVICUS - VEHICULAR USE - 75,916 50. FT. IMPERVIOUS - OTHER - 12 703 50 FT TOTAL IMPERVIO( - I 36,619 50. FT. INTERIOR LAND5GAPING - 3,596 / 75,916 = 5.9 % I canrwEre ocic. �+ce H On �wOOER•i' L/+E R NAR60R IMPERVIOUS SURFACE RATIO (15R) - 3b,619 / 50,476 ='16.6 % IMPERVIOIY GLEp,RY'!P`� FLOOR ARE RATIO (FAR) - 10,500 / 50,476 = .21 — - i r,app DtL� — F.(P) 589°52'45" E 26.75'(P) 26.63'(F) T - I E� I I I� )IV151bN NO. 6 UNIT A gj Pp,RGEI —I p OK 51 PAGE 48 d .OGK LOT 4 " NOT " INCLUDED LOT 5 psLONC"�'rwcOG",Y Lae al FOUR STORY al MASONRY I BuRDMb � ' I � N 89 °5745" W I76.69'(F) nwle My Lp _ I canrwEre ocic. �+ce H On �wOOER•i' L/+E n000.oET. I �H OV�w01 784 00 (, N 8—��eooni I O m rood vu. �.o eO purl I I � 1 O � F. we 2 r� q i o Gt�g I KING g ,�n LOT I? A, 1L HAL\ PAS _- \C -- EXI5TINO 51TE PLAN /L 1 °n+- eari��j'� 5GALE:: VE IMPERVIOU5 - VEHICULAR USE IMPERVIOUS ■ PERVIOUS - INTERIOR LANDSCAPING PERVIOUS 5 69 °5245" E 26.-rs(P7 26.63'rF }' S• N o W N O _ m� r ,toted 14.65 feet East of the Northwest Inning thus established, run thence west orthweat corner of said Lot 'I; run thence ,west corner of said Lot T; rwn thence lest; run thence Northerly In a straight line 1Y 51DE 9UBDNI510N NO. b - UNIT 'A', s 48 and 49 of the public records of Pinellas .hoot thereto. —ted 14.65 feet Fast of the Northwest corner ,us established, run thence west along the North of sold Lot 9; run thence Southerly along the 'Lot l; run thence Easterly along the Southerly straight line to the established Point of Beginning; 6 - UNIT'K. according to the map or plat Ards of Pinellas county, Florida. Together with SITE DATA: NO ENVIRONMENTALLY UNIGUE AREAS. LAND AREA: 50,426 SO, FT.. 1.16 ACRES O EXISTING DWELLIN65 O PROPOSED DWELLING UNITS 1 EXISTING BUILDING OF SOCIAL AND COMMUNITY CENTER USE EXISTING 10,500 5O. FT. GROSS ADDITIONAL 512 50.FT. NEW TOTAL 11,012 SO.FT. FOR LANDSCAPING. SEE L -1 NOTE: ALL EXTERIOR LIGHTS TO BE ON TIMER TO TURN OFF AT 9 PM. PARKING - Gurrent parking provided - 52 (no H/G spaces to code) Parking required per Flexible Development Code - Exlsting 10,500 + Additional 512 5a. FT. = 11,012 (11012 total sq.ft. /1000) X 4 = 44 (11012 total sq.ft. /1000) X 5 = 55 including 3 HG spaces PARKING PROPOSED: 50 INGLUDING 2 H/G :t J LOT 10 % q FMaH FLOC 4 a $ z f�RG�L LOT pG T GLUE o P � � GLEPR%NOEUILDMG O 1 J p - P I N A y P H 1' T R nD - -- LOT 5 �� - w� ti p N I51GN � ® PR01=05ED 51TE LAN POST AND POP D ENGE TO BE f , . v 1 ca ® LOGATIONSFORMER� T6z�C.AZ REMOVED , » , s�wr M—M __ — IMPERVIOUS - VEHICULAR USE N bg N 89 °52'45" W 4 conc �- �nea �uyCY IMPERVIOUS - NONVEHICULAR USE ■ X52' 26.63'(F) �.yNKT P�NM6 OEM51�T E �( F)(P) INTERIOR LANDSCAPING ■ 0 gA ( bo $w i PERVIOUS ,toted 14.65 feet East of the Northwest Inning thus established, run thence west orthweat corner of said Lot 'I; run thence ,west corner of said Lot T; rwn thence lest; run thence Northerly In a straight line 1Y 51DE 9UBDNI510N NO. b - UNIT 'A', s 48 and 49 of the public records of Pinellas .hoot thereto. —ted 14.65 feet Fast of the Northwest corner ,us established, run thence west along the North of sold Lot 9; run thence Southerly along the 'Lot l; run thence Easterly along the Southerly straight line to the established Point of Beginning; 6 - UNIT'K. according to the map or plat Ards of Pinellas county, Florida. Together with SITE DATA: NO ENVIRONMENTALLY UNIGUE AREAS. LAND AREA: 50,426 SO, FT.. 1.16 ACRES O EXISTING DWELLIN65 O PROPOSED DWELLING UNITS 1 EXISTING BUILDING OF SOCIAL AND COMMUNITY CENTER USE EXISTING 10,500 5O. FT. GROSS ADDITIONAL 512 50.FT. NEW TOTAL 11,012 SO.FT. FOR LANDSCAPING. SEE L -1 NOTE: ALL EXTERIOR LIGHTS TO BE ON TIMER TO TURN OFF AT 9 PM. PARKING - Gurrent parking provided - 52 (no H/G spaces to code) Parking required per Flexible Development Code - Exlsting 10,500 + Additional 512 5a. FT. = 11,012 (11012 total sq.ft. /1000) X 4 = 44 (11012 total sq.ft. /1000) X 5 = 55 including 3 HG spaces PARKING PROPOSED: 50 INGLUDING 2 H/G --�)L West side of subject property. Existing entrance. Rear (North) of subject property. Existing parking lot of subject property. Existing tiki bar area at subject property. Dock area of subject property. 830 Bayway Boulevard FLD2009 -07021 West side of subject property. Front of subject property. Front (South) side of subject property. ,r MT IT, IV Sl] EK Property directly across the street (south side of Bayway ). 7 4 Ong- Adjacent property to the immediate east. Boat race storage area. 830 Bayway Boulevard FLD2009 -07021 ■ ............. I. N"--v �' �,.... — - - �� rJ �Ylr ��� ..- j J j�� ��P . r _, Pc _ :z �: `.. r1t � � . •�•.•.• �r��� � i. Mr. ps 1_I_ ............ VW, V -A, 4-'- oe"O"!, I 07--� =- �6 MVP ,-,! 7• r ;�,. _ S � � ;. 'I'�.. - •sir. �j Ir•. � ��• �` • � /�+ i.•'�. i,\ � ; Y�5 irk 11 � �i Yl gi \/� ./ 1• r wry* (f • ,'?i I N^ty • r' �., 1\ �' , All / JE� � • -,.- _ !. �.. � mss' ��� F-�i .s 0 AAC' WON WOO AIO ti IY. L — Z-Z is rP �-= 00 foo �r' in M. IF-F ,�r ,.•A ,� ; �' ` � � , � ii ` ` I!!, is � r `\: tN I loom l IL ! F - r w 3r Page 1 of 1 �i http : / /publicgis.myclearwater.com / output/ eConnectGIS _msb- gis- web.,i19212416198 jpg 7/23/2009 Map Request Planner Name: A. Scott Kurleman Case Number: FLD2009 -07021 Date Requested: 8/11/2009 Date Requested for (date): 8/18/2009 Maps Requested ZLocation Map ® Aerial Map ® Zoning Map ® Existing Surrounding Uses Map Required Documents to be submitted to Engineering Z Legal Description Ljg�A-L, OK-- FASM 6#4 s''R--44`t 0-f A3sT �tlj pgbvin�60 wm+ f� ® Survey . Q.. _ ® Map with Proposed Site Highlighted IN ADDITION TO THE REQUESTED MAPS, PLEASE PROVIDE VERIFICATION THAT THE LEGAL DESCRIPTION WE HAVE PROVIDED IS CORRECT AND ACCURATE. Thomas Mahony, Geographic Technology Manager v/ 6 Signatur Map Name Owner: Clearwater Yacht Club Inc. Case: FLD2009 -07021 830 Bayway Boulevard Clearwater, FL 33767 -2613 Site: 830 Bayway Boulevard Property Size: 1.15 Acres,- PIN: 17- 29 -15- 05022 - 004 -0050 Atlas Page: 258A — - / 'fir. ♦ . r� �, _ti -�` t � � . r +� 'ter, ' � � �.••., , N 4 �l Afo V R4 . f�. Z ...IBS �� 1R '��.�.•,Yi. ..� � 1. k••S ��.-t .'. r ,. � '.�:. �, *- ti'.Y�, ,•�. '� _ I-WA 14 its x�.�T I Air .. ........... I 4a irk, PAN U, ,JAY F,M'i"ER, AR. 00041:iX11 �RRE MATTE AP, ll3qO'7 I es ow ) 4--1 x 0 Va %P (o lu X Lu .3) T < m (n M I es 0 .1 N15HW.FLOOK 4.25' WOUND PLANE ONT- - - - - - ELEVATON5 06150loct 1 liNlr, F, MYER.E AR 0004lq5l:i MNITE(, AR q�BcDl 4-1 < 4 Z x p SL--- LU kT, LU iL m OF A-5, u c e .i �e LEGEND CONC = CONCRETE S/W = SIDEWALK IE = INVERT ELEVATION ELEV = ELEVATION W/ WITH CLF = CHAIN LINK FENCE EP = EDGE OF PAVEMENT 0= MISCELLANEOUS TREE Q = CITRUS TREE = PALM TREE } = PINE TREE = SANITARY MANHOLE = SPRINKLER HEAD -�- = SIGN = LIGHT POLE W = WATER METER 'L; = WIRE PULL BOX LB = LICENSED BUSINESS HDCP = HANDICAP PK &D = PARKER KALON NAIL & DISC BFP = BACK FLOW PREVENTER C = COMPUTED DATA F = FIELD DATA P = PLAT DATA D = DEED DATA FCM = FOUND CONCRETE MONUMENT FIP = FOUND IRON PIPE FND = FOUND SCIR = SET 5/8" IRON ROD AND CAP LB24 S N/D = SET NAIL & DISC LB24 FND "X" X r►9 120.0'(P) X s 89'52'45" E _ _°` IMIR I Q 4 �h I �8 Z BAYSIDE SUBDIVISION N NO. 6 UNIT A A ° ° I ° PLAT BOOK 51 P PAGE 48 ° ° I 4 BLOCK "D" N 46 4 N I L LOT 3 I L LOT 4 rn IN N NOT N N 4" YUCCA i i i CURVE 1 DELTA = 09'02' 15" (C) ARC= 118.71'(C) RADIUS= 752.64(F)(P) CHORD = 118.59 (F CHORD BEARING =S 85'36'07" W CURVE 2 DELTA = 09'02' 15" (C) ARC= 99.78'(C) 99.79'(P) RADIUS = 632.56 (C) 632.64(P) CHORD= 99.68'(F) 99.69'(P) CHORD BEARING =N 85'36'07" E SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CLEARWATER, PINELLAS COUNTY, FLORIDA Z Z kr 3I ATER HARBOR 5 E' S 8952'45" E BOAT SLIPS INV. 0.52!gP 26.75' P �`� 0 60.01 26.63' F o boo WOOD DECKING � POLE 60.0 P �h I I 1� S N D pARKING r ° CO SEAWALL CURVE 2 ��0 POB PART OF.O`P SP-S� GRATE 305', I �O 14•g2 LOT 7 PARCEL ,� TOP _ 0,57, tF 30.87'(P) 54.80 P 14.8855E "A" & PARCEL ' B" BENNCH AXJ2rwly Rr• "�� N IE 0'61 �a� I S N/D ELEVATION 3. 22 + / I (3 6 12 "FICUS / I G o RASS CONCRETE SLAB I 1°' / I / I 'po / ND �10 I HDCP/ PI (P I LOT 9 p)p\RCEL BOAT SLIPS 1 WOOD DECKING 60 60.0'(P) TIKI 8• X ry HUT ,I I o I CONCRETE o I DECK x o Ix• POOL 72.8, I No DECK o o I a• � I FLOR OVERHANG 17 O - SECOND I I j + I LOT 10 FINISH FLOOR 4.21' � I N MACH T CLUB I +ado o 5• ' °I CLEARWATER BUILDING o jK' 8 "F8S a I / / /I o / ro /► / I / / / I LO ' I B I = ' .� m m I I \ 78 GRTOP 3o 00.7 S E 67 ' b10. 8 I I I ti 8 SM 4 P FENCE 8• " I FIP 1 4" to „O\ W I 4 Ji %K, 104" „ O Z ° o FOUR STORY m MASONRY z0 0 BUILDING POOL C 0 � s- 6 8" Qmm N a ay I O 0 8" O off} max- F I .y0 4 C e� ho POOL `O�x EQUIP' - 6" POOL WITH a� CONCR�E �`' I AREA CONCRETE DECK eK yo x x6" 0 a• �6• O a� t`* / I / I 7 QA / 1 o g + I N T k N C \ o 1 a+ �ryaoo+ LOT ooh ° A I 65.8' WOOD LOT 5 NI LOT \ � \ h8, o I I SHE') 14" �o Q 6 o POLE Cb' '\ 0 X 0 10 �� HDCP � FlCUS \ WOOD POST & I a U^,ti a' \ I ROPE FENCE I I h tK' a %K' \ \ (HEIGHT VAR ;E i\ p6+ I R^ p� \ \i1� \ \ y I + I ' r oa' . OW of ) '�o %K DO NO � O .0' 60.0 1 ro ENTER 401 60 e W -- N 89'52'45" W PM *EC L 26.75RN BENCH TRly Pr• 17. 9 ACLA - z f 26 63 PILLAR W / LIGHT I a � ELEVATION g 16 (0) 28� - ' SURVEYOR'S NOTES: '60 1 � 12• 10 W o°' (0• J + ASPHALT 6 T DRIVEWAY b. (3)8" WILLOW 'o'� 12" %K I� ^`y ASPHAL 8" WILLOW *` 8" 8" 12" ti I HDCP L \�� oo°` V oo+ 60.oTP) FCM " 4' CONC S/W 4 "x4 10 W HDCP 3 4" BFP ry h� �� GAS ° �� 8 ®�j� CAN BOX VALVE a• *�1.5" BFP 4' CONC S r, GAS VALE° + PILLAR W/ LIGHT '� 1 BENT 44.0 P CURB INLET , WOOD POST & tr IP 1' 0.57, ROPE FENCE 8" a 11 N Imo' 0 (HEIGHT VARIES) �� INV = 36.13' X + a- oo NOT °`� ^ �°` � TOP = 4.59 3 ��h X + X X 65.20' P 4' CONC S/W °`' THR. = 3.53 ENO PARKING ��O - FIP 3/4 4' CONC S/W ,�� CURVE o 6 GUTTER %K 2 VALLEY 'h VING a ASPHP`LT PA - 1. TYPE OF SURVEY. BOUNDARY SURVEY ( 61 G17 -6.002 (8)(B)). 2. THIS SURVEY MUST BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE OF ITS PREPARATION, OTHERWISE THE SURVEY IS NOT VALID AND IS FOR INFORMATION PURPOSES ONLY. 3. UNDERGROUND IMPROVEMENTS AND/OR ENCROACHMENTS (IF ANY), SUCH AS FOUNDATIONS AND UTILITIES, HAVE NOT BEEN SHOWN. 4. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LOT LINE LOTS 8,9,10,11 AND 12, BLOCK "D" BEING N 81'04'59" E, AS SHOWN ON PLAT. 5. THE BOUNDARY SURVEY SHOWN HEREON WAS PERFORMED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE, THEREFORE, THE UNDERSIGNED SURVEYOR MAKES NO GUARANTEES OR REPRESENTATIONS REGARDING INFORMATION SHOWN HEREON PERTAINING TO ANY EASEMENTS, RESERVATIONS OR SETBACKS. 6. ELEVATIONS SHOWN HEREON ARE BASED ON A 4" X 4" CONCRETE MONUMENT WITH A BRASS DISC STAMPED "DE -2" AT THE NORTHEAST CORNER OF GULFVIEW BOULEVARD AND FIRST STREET. ELEVATION = 4.92' (NORTH AMERICAN VERTICAL DATUM 1988) ON -SITE BENCHMARKS ARE DESCRIBED AS FOLLOWS: BENCHMARK #1 - PARKER KALON NAIL & DISC "PBS &J TRAY PT" IN ASPHALT ELEVATION = 5.32' BENCHMARK #2 - PARKER KALON NAIL & DISC "PBS &J TRAV PT" IN ASPHALT ELEVATION = 3.62' o _ BLVO(F )CF ) � - BAYw 6 o' A R/w gyp) I 0 10 20 40 GRAPHIC SCALE SCALE: 1" =20' lox LEGAL DESCRIPTION PER OFFICIAL RECORDS BOOK 7428, PAGE 1087 PARCEL "A" Lots 5 and 6 and that part of Lot 7 described as follows: Begin at a point in the North boundary line of Lot 7 which said point is located 14.65 feet East of the Northwest corner of said Lot 7 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot 7 a distance of 14.65 feet to the Northwest corner of said Lot 7; run thence Southerly along the boundary line between said Lots 6 and 7 to the Southwest corner of said Lot 7; run thence Easterly along the Souther) boundary of said lot 7 a distance of 15.35 feet; run thence Northerly in a straight line to the established Point of y Beginning: said point being in Block "D" of BAYSIDE SUBDIVISION NO. 6 - UNIT "A ", according to the map of plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. PARCEL "B" Lot 7, less and except that part described as follows: Begin at a point in the North boundary line of Lot 7 which said point is located 14.65 feet East of the Northwest comer of said Lot 7 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot 7 a distance of 14.65 feet to the Northwest corner of said Lot 7; run thence Southerly along the boundary line between said Lots 6 and 7 to the Southwest corner of said Lot 7; run thence Easterly along the Southerly boundary of said lot 7 a distance of 15.35 feet; run thence Northerly in a straight line to the established Point of Beginning; also all of Lots 8, 9, 10 and 11 in Block "D" of BAYSIDE SUBDMSIOR NO. 6 -UNIT "A ", according to the map or plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND CONTROL, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYRS AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE. PBS &J LB 24 I.. E:- Godfrey cnil 'sand Surveyor ror�da, T . a '� �,. ' :: %�� 0 1 , MARCH 2004 EMBOSSED SEAL JOB NO. CLIENT PROJECT TASK �. „ , I 4 r . _ : -..Lr S� DRAWN RM West Cypress Street, Suite 200 e ,� ! ' Tampa, Florida 7275 1784 CLEARWATER YACHT CLUB CLEARWATER YACHT CLUB BOUNDARY SURVEY =w,�' a rf � add 5o Outside of Property 5 CHECKED RAP Ph. 813 282 -7275 � , QC DMC Fax (813) 286 -1207 %.� N 0" : `U �' + 6 sDRIG1NAl. RECD FIELD BOOK 1073 } 41 ©PBS&J 2004, All Rights Reserved r 3 7 ` 2009 .�J � JUL ���- SHEET 1 OF 1 T a� t`* / I / I 7 QA / 1 o g + I N T k N C \ o 1 a+ �ryaoo+ LOT ooh ° A I 65.8' WOOD LOT 5 NI LOT \ � \ h8, o I I SHE') 14" �o Q 6 o POLE Cb' '\ 0 X 0 10 �� HDCP � FlCUS \ WOOD POST & I a U^,ti a' \ I ROPE FENCE I I h tK' a %K' \ \ (HEIGHT VAR ;E i\ p6+ I R^ p� \ \i1� \ \ y I + I ' r oa' . OW of ) '�o %K DO NO � O .0' 60.0 1 ro ENTER 401 60 e W -- N 89'52'45" W PM *EC L 26.75RN BENCH TRly Pr• 17. 9 ACLA - z f 26 63 PILLAR W / LIGHT I a � ELEVATION g 16 (0) 28� - ' SURVEYOR'S NOTES: '60 1 � 12• 10 W o°' (0• J + ASPHALT 6 T DRIVEWAY b. (3)8" WILLOW 'o'� 12" %K I� ^`y ASPHAL 8" WILLOW *` 8" 8" 12" ti I HDCP L \�� oo°` V oo+ 60.oTP) FCM " 4' CONC S/W 4 "x4 10 W HDCP 3 4" BFP ry h� �� GAS ° �� 8 ®�j� CAN BOX VALVE a• *�1.5" BFP 4' CONC S r, GAS VALE° + PILLAR W/ LIGHT '� 1 BENT 44.0 P CURB INLET , WOOD POST & tr IP 1' 0.57, ROPE FENCE 8" a 11 N Imo' 0 (HEIGHT VARIES) �� INV = 36.13' X + a- oo NOT °`� ^ �°` � TOP = 4.59 3 ��h X + X X 65.20' P 4' CONC S/W °`' THR. = 3.53 ENO PARKING ��O - FIP 3/4 4' CONC S/W ,�� CURVE o 6 GUTTER %K 2 VALLEY 'h VING a ASPHP`LT PA - 1. TYPE OF SURVEY. BOUNDARY SURVEY ( 61 G17 -6.002 (8)(B)). 2. THIS SURVEY MUST BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE OF ITS PREPARATION, OTHERWISE THE SURVEY IS NOT VALID AND IS FOR INFORMATION PURPOSES ONLY. 3. UNDERGROUND IMPROVEMENTS AND/OR ENCROACHMENTS (IF ANY), SUCH AS FOUNDATIONS AND UTILITIES, HAVE NOT BEEN SHOWN. 4. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LOT LINE LOTS 8,9,10,11 AND 12, BLOCK "D" BEING N 81'04'59" E, AS SHOWN ON PLAT. 5. THE BOUNDARY SURVEY SHOWN HEREON WAS PERFORMED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE, THEREFORE, THE UNDERSIGNED SURVEYOR MAKES NO GUARANTEES OR REPRESENTATIONS REGARDING INFORMATION SHOWN HEREON PERTAINING TO ANY EASEMENTS, RESERVATIONS OR SETBACKS. 6. ELEVATIONS SHOWN HEREON ARE BASED ON A 4" X 4" CONCRETE MONUMENT WITH A BRASS DISC STAMPED "DE -2" AT THE NORTHEAST CORNER OF GULFVIEW BOULEVARD AND FIRST STREET. ELEVATION = 4.92' (NORTH AMERICAN VERTICAL DATUM 1988) ON -SITE BENCHMARKS ARE DESCRIBED AS FOLLOWS: BENCHMARK #1 - PARKER KALON NAIL & DISC "PBS &J TRAY PT" IN ASPHALT ELEVATION = 5.32' BENCHMARK #2 - PARKER KALON NAIL & DISC "PBS &J TRAV PT" IN ASPHALT ELEVATION = 3.62' o _ BLVO(F )CF ) � - BAYw 6 o' A R/w gyp) I 0 10 20 40 GRAPHIC SCALE SCALE: 1" =20' lox LEGAL DESCRIPTION PER OFFICIAL RECORDS BOOK 7428, PAGE 1087 PARCEL "A" Lots 5 and 6 and that part of Lot 7 described as follows: Begin at a point in the North boundary line of Lot 7 which said point is located 14.65 feet East of the Northwest corner of said Lot 7 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot 7 a distance of 14.65 feet to the Northwest corner of said Lot 7; run thence Southerly along the boundary line between said Lots 6 and 7 to the Southwest corner of said Lot 7; run thence Easterly along the Souther) boundary of said lot 7 a distance of 15.35 feet; run thence Northerly in a straight line to the established Point of y Beginning: said point being in Block "D" of BAYSIDE SUBDIVISION NO. 6 - UNIT "A ", according to the map of plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. PARCEL "B" Lot 7, less and except that part described as follows: Begin at a point in the North boundary line of Lot 7 which said point is located 14.65 feet East of the Northwest comer of said Lot 7 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot 7 a distance of 14.65 feet to the Northwest corner of said Lot 7; run thence Southerly along the boundary line between said Lots 6 and 7 to the Southwest corner of said Lot 7; run thence Easterly along the Southerly boundary of said lot 7 a distance of 15.35 feet; run thence Northerly in a straight line to the established Point of Beginning; also all of Lots 8, 9, 10 and 11 in Block "D" of BAYSIDE SUBDMSIOR NO. 6 -UNIT "A ", according to the map or plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND CONTROL, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYRS AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE. PBS &J LB 24 I.. E:- Godfrey cnil 'sand Surveyor ror�da, T . a '� �,. ' :: %�� 0 1 , MARCH 2004 EMBOSSED SEAL JOB NO. CLIENT PROJECT TASK �. „ , I 4 r . _ : -..Lr S� DRAWN RM West Cypress Street, Suite 200 e ,� ! ' Tampa, Florida 7275 1784 CLEARWATER YACHT CLUB CLEARWATER YACHT CLUB BOUNDARY SURVEY =w,�' a rf � add 5o Outside of Property 5 CHECKED RAP Ph. 813 282 -7275 � , QC DMC Fax (813) 286 -1207 %.� N 0" : `U �' + 6 sDRIG1NAl. RECD FIELD BOOK 1073 } 41 ©PBS&J 2004, All Rights Reserved r 3 7 ` 2009 .�J � JUL ���- SHEET 1 OF 1 T T C 0.0' (p) 0 H UT FLAG POLE GONGRETE x DECK TIKI X COVERPD PORCH Rif I — — — — I DOCK MA5-MR _ f� ---- �1---- E:H---- p--- -�1- -- - E7-- - -E�l- -- - kTF71 -I VH DGF H DGP 10" �NALL 8.. ASPHALT 0 iX i �J YNOOD DEGKINO oll, C? GA5 V AW POOL. WIDEN E; 5TAIR5 ANL A5FHAL.T NOTE: ALL AREAS OF THE BUILDING EXCZFT FOR THE N5N ADDITION AND NORTH YNE5T 5TAIR5 ARE TO REMAIN UNALTERED. 1:9)\'�ho I N 0 -7/05 /Oq JAY F. MYER5 AR 0004g5q CARRIE MATTEOLI AR g3g0l A J� oc u- J Shr LJ� v V V !� A l-u J o z �/ m 0 F < z � 0 o � � w m v d) A-4 PROF05ED FLOOR PL AN5 0RIGINAL RECD Jb 0 9X009 I OF A -4 0 OL < o < O x .(13) u- s i 0 s- V ? ul _ 3 m � r I I U) � r < � r V 0 � lL Q 0 � O r � ' t' r A J� oc u- J Shr LJ� v V V !� A l-u J o z �/ m 0 F < z � 0 o � � w m v d) A-4 PROF05ED FLOOR PL AN5 0RIGINAL RECD Jb 0 9X009 I OF A -4 E LEGAL DE5CRIPTION PER OFFICIAL RECORD5 BOOK '7425, PAGE 1057 PARCEL "A" Lots 5 and & and that part of Lot -7 described as follows: Begin at a point in the North boundary line of Lot -7 Which Said Point is located 14.65 feet East of the Northwest Corner of Said Lot 'T for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot -7 a distance of 14.65 feet to the Northwest Corner of said Lot '7; run thence southerly along the boundary line between said Lots e, and 'T to the southwest corner Of Said Lot -7; run thence Easterly along the Southerly boundary of said lot -7 a distance of 15.55 feet; run thence Northerly in a straight line to the established Point of Beginning: said point being in Block "D" of BAY51DE 5U5DIV15I0N NO. & - UNIT "A", according to the map of plat thereof as recorded in Flat Book 51, pages 45 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. PARCEL "a" Lot '7, less and except that part described as follows: Begin at a point in the North boundary line of Lot -7 which said point is located 14.65 feet East of the Northwest corner of said Lot '7 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot 7 a distance of 14.65 feet to the Northwest corner of said Lot -7; run thence Southerly along the boundary line between said Lots & and 7 to the southwest Corner of said Lot 7; run thence Easterly along the southerly boundary Of Said lot 7 a distance of 15.55 feet; run thence Northerly in a straight line to the established Point of Beginni also all of Lots 5, cl, 10 and 11 in Block V" of SAY51DE 5UBDIV1510N NO. & -UNIT "A", according to the map or plat thereof as recorded in Flat Book 51, pages 4.5 and 49 of the public, records of Pinellas County, Florida. Together with Submerged land and riparian rights appurtenant thereto. 5 45q05245" E 26 75'(f=) Iltii'� 10F 50A,T SLIF5 mom W—NOW HUT ................ 0 ... .... . . .. X 44D 120.01(FI) 5EAAALL 7 /E 5 88E5745' E 120.12'(F) 14. 14.6 _60,67f7- 10' SETBACK ELI-A71- =3�-' 5ENCHMASM #2 FMD'F55U TRAY FT' (03 CONCRETE SLAB T O.T n' la" a �,L. %-="" L-OT 1516N NO. (5 UNIT A ot-0.1 BOOK 51 PAGE 45 FLAT 9.- B 114 LOCK 5, 4" NO CURB DUE TO b L x EXISTING STORAGE OF M to tn enT nr a BOATS ON DOLLIES I k 0 T NOT NOT FOR U5E;NITH YOUTH 6" PAL INCLUDED INCLUDED SAILING PROGRAMS 2-4 0 ly"% i 7 LOT 5 j". CONCRETE DECK $ FENCE SHED q TYP Is 0.3• WEST OF PROPERTY LINE 10, 5ETB FOUR STORY BOAT STORAGE NOT MASONRY _- - M TO PA55 FACADE BUILDING LINE OF MAIN O x_.. --=?� ^ ..,; STRUCTURE 13 11A o r NEW SIGN NEW TRAM 5FORM ER IF LOCATION qf') CONCRETE DECK _ FENCE 444 19 ON PROPERTY LINE 516HT Ti AN61 E L 60-01(p) 60.0101) '(F) cork Sol N 59-5245" F_ EX15TIN& BRICK COLUMNS TO BE REMOVED VqnnD POST AND -��' ROP E FENCE TO BE REMOVED 13 V'yoot7 r7f%'K_1j4& F 1 f'00L X U PECK NEW PECK AE30VE AkR��T G� URAL A-1 TITLE SHEET 4 SITE PLAN A-2 ELEVATIONS A-5 ELEVATIONS A-4 FLOOR PLANS GIVi C-1 COVER SHEET C-2 GENERAL NOTES C-5 DEMO PLAN C-4 HORIZONTAL CONTROL AND UTILITY PLAN C-5 DETAILS AND SECTIONS G -6 POLLUTION PREVENTION 0-1 51TE DETAILS LAND�5 _iAFE L-1 LANDSCAPE PLAN L-2 TREE PRESERVATION PLAN SQUARE_ FOOTAGES• TOTAL 51TE - 50,425 5a. FT. PERVIO1,15 - OTHER 10,461.5 5a. FT. PERVIOU5 - INTERIOR LAD5CAPIN6 - 2.43a 5Q FT TOTAL PERVIOUS - 12,clOO-5 5a. FT. IMPERVIOUS - VEHICULAR U5E - 24,054.q 5a. FT. IMPERVIOU5 - OTHER - 15,44-2.6 5_ _FT TOTAL IMPERVIOU5 - 37,527.5 5a. FT. REQUIRED INTERIOR LANDSCAPING - 2,40cl 50. FT. INTERIOR LAND5CAFIN67 - 243q / 24,054A = 10.12 % CIR I er POOL WITH CONCRETE DECK EXISTING OPAQUE DUMp5TER ENCLOSURE WITH GATES 12" COQ tv /VIA so PROPOSn i FLAN Scale: I" = 20 ft 5ffE_D_ATA_-- NO ENVIRONMENTALLY UNIQUE AREAS. LAND AREA: 50,428 5a. FT., 1.16 ACRES 0 EXISTING DWELLINGS 0 PROP05ED DWELLING UNITS 1 EX15TIN(S BUILDING OF SOCIAL AND COMMUNITY CENTER USE EX15TIN6 10,500 Sa.FT. 6RO55 ADDITIONAL 512 5G.FT. NEW TOTAL 11,012 Ba.FT. BUILDING HEIGHT - EXISTING 24'-411, NEW NO MORE THAN 26-o" FOR LANDSCAPING, SEE L-1 NOTE: ALL EXTERIOR L16HT5 TO BE ON TIMER TO TURN OFF AT cl PM. PARKING — Current parking provided - 52 (no H/C spaces to code) Parking required per Flexible Development Code- IMPERVIOU55URFACE RATIO (15R) - 37,527.5 / 50,425 = 72.4 % IMPERVIOU5 Existing 10,500 + Additional 512 50. FT. = 11,012 FLOOR ARE RATIO (FAR) - 10,500 / 50,4:25 = .21 (1 .0 ALLO�NED) (11012 total 5q.ft./1000) X 4 = 44 (1 1412 +. 4. 1 & o " ;7K. 1-- IC,00,1 A 5 = 55 Includ Ing 3 HC spaces PARKING PROP05ED: 50 INCLUDING 2 H/0 NOTE: CIVIL FOR 51TE DETAIL5 HE it 51 20, GRAPHIC 5C�ALE 061301oq REV: 05/12/Oq JAY F. MYER,5 AR 0004959 CARRIE MATTEOLIJ I AR 93901 \, • FE (L < < 4-1 IL S; X lu z UJI Q) X I a cp tu 0Y < V& V < lC LD lu a U) \, • NEW PC �A NE NEW MAN5ARP ROOF TO MATCH II. ------ lik--z 11!� I I il j, I of NEW EXISTING SOUTH ELEVATION ca e: 1/4" = V-0" — — — — — — — — — — — — — - ---------------------------------------------------------------- - -.1 QL T U) 3: FINISHED FL_ 00_R_ — i.-T-275 — — GROUND PLANE NEW STORE FRONT 5Y!BTEM _FINISHED FLOOR NEW ELEVATOR TOWER, 5TUC40 TO MATCH EXISTING III -------------- III I I III IIII I I J I I I GROUND PLANE 1pj W" NORTH ELEVATION Scale: 1/4" = V-0" EXISTING NEW go - ELE\/ATION5 orol5oloq REV: 08/12/oq JAY F. MYERS AR 0004q5ci CARRIE MATTEOL11 I AR "15"101 1 1 O E (L < O X LL tu m jtn IS) O L 3: t- U) T &701-91a I J, ail .10 0� D LU > z 0 T P < 11-- O 0 LU z (3 m rz (Z A-2 OF A-4 n . 12va"W NSA F-11 WT—F.-4-011 --gill HI! h NEW EXISTING EAST 5 ELEVATION ca e: 1/4" = V-0" NEW MANSARD ROOF TO MATCH I EX151TN& O II � i; LA it II -- -- - O' I" --- ----- - ------ — -------- I CL I II II it I ---- - -,1_J [ NEW FORTE COCHERE WITH MIN 14-0" CLEARANCE ilk- Mi - _II W, FILL IN WALL DOWN TO GROUND, 5TUC--,0 EXISTING NEIN EXTEND BALCONY, AND PAINT TO NEkN STORE FRONT YNE5"T` ELEVATION WIDEN STAIRS WITH 7 MATCH EX15ITNIS 7 SYSTEM 5Cale: 1/4" = V-0" NEllo`4 RAILING NEW ELEVATOR TOWER, STUCCO TO MATCH EXISTING EXISTING MANSARD ROOF FIN15HED FLOOR GROUND PLANE 0 1 FIN15HED FLOOR 14.25' — - - - -- OROUND PLANE ELE\/ATION5 0(01301oq REV: 05/12/oq JAY F. MYERS AR 00041159 CARRIE MA7r7'EOL1 AR "151101 A-3 OF A— 9 0 ice. Q LU > j m LL < z LU z O v d) A-3 OF A— 9 0 eA,v -- Gfafk55 -12 'c) 9 01 TIKI R----- o--------- o--------- — — — — — — — — m — — — — — — — — wvr-Rw PORCH r_q ly VOCK kr r7 T7 - - - - - - - - - - - - - - - - - -- - - - - -- LIQUOR HALL �TORA15P- F &AMI! ROOM n FY13FY1 STORAGE POOL TABLE/MEETING ROOM — 2" SLOPE MPNS coOFFICE cfl NOMENS ELEV STORAGE BACK OF HOUSE BACK OF HOUSE BACK 1114 11 a= NEW ENTRY C-1 STORA6P- r=4 IS, Lo POOL x ADEN E) 5TAIR5 ANro 10" ViALL FIRST FLOOR PLAN N AREA OF ADDITION 550 5a.FT. ASFHALTDRIV Ay A5FHALT 10" _SAL .—L_ all 6AS VALV I NOTE: ALL AREAS OF THE BUILDING EXCEPT FOR THE NEW ADDITION AND NORTH NEST STAIRS ARE TO REMAIN UNALTERED. 0-71081oq JAY F. MYER5 AR 0004c[59 CARRIE MATTEOLI AR 9390'7 I A-4 I=ROP05EI:;) FLOOR PLAN p! 11Z OF A-4 O X < QO < x (a) tu IL s: iz uj m �Q v Z M, to T < L V- < Vi O o U) ri T -- t - I A-4 I=ROP05EI:;) FLOOR PLAN p! 11Z OF A-4 X �Q v M, T o � A-4 I=ROP05EI:;) FLOOR PLAN p! 11Z OF A-4 LOCATION MAP N.T.S. :: .> . ` s: �„: �' - �:: I '�',w r' > >• ,'- G 1TY `. �': ;f L -,'': 1. r :, ,F .? 7 ". r l w' =. f i ". t r -a ,rr:. '.d �.. :..1 '4 Y 7 A V :- t f Tyr= ==w�:. r' =y 't' - �. r i J�: r, 1 C F''r' f tt' ,� - x-$> :d r� w r Q `h i� ` 7 I ' - ayrn'ar. y D Y_N,,., . _•,•. ;,,•,!L -" , i, IF ;+� : '""�`.:' ""` `` G, ,:. p�'� , ? f, h "` c J 11 I ,. -,.,fit 3 <:: • = >'' 1 1: '} 11 : d _ fJ +� ,'L; t f 11, 77 ` ir" �• :: _ mss: } `'- ,+J_.,Gt L�1i„'.. - w( A {yp Y' fVtc�.9��r{�RQ n. i' „`^ <I,; !'k , $GV +..Lby¢ I [ +�y f: n , >': ` ), E %i ", € F.r 1 _d I,,-,. i r t C.:` m r i i ., "' _u l I*.11111%, !G �_', . } w n f': SF - E' 4'r ! BL %t." 1>� I t r. .,::' ;'- . �, I ., _art.': :: ':;:' 1 ��/ :` :: %1`e , iY f• }",ti ff' j, _F`� 11, f _.. ,1 'F i�.'.`: �: t' '`I' (J , - :. :, \i a L Y Ir ., ;_ 1 E ` r , l =< . - ,r:l, ,. 91 ;3 °, t. r ;t, 7•,. k t -.: , t 'd'. J7 SFr;' L +r "I 11 .+ ` r i SECTION 17, TOWNSHIP 29 , RANGE 15 N W. ,I :'l'; VICINITY MAP N.T.S. K' UTILITY WARNING NOTE: ABOVE GROUND OR UNDER GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT - PROCEED WITH CAUTION -CALL "SUNSHINE STATE ONE CALL SYSTEM" AND THE UTILITY OWNER'S) BEFORE BEGINNING WORK 1. 800 - 432 -4770. (48 HOURS IN ADVANCE) 9 y a, "r,' 'r.,'"( + yk .: .!t - 4 �:- }{ k ;, -`:? .`�, % " :6r 4i'�',jt ='is' - -e', = ,. ;a' , °{ n.1 lllli Prepared By: ,. t. � SYNE RGY RGY C ivil E n ine er in g , Inc. . f htr. _' • r: r 3000 Gulf to Boulevard, Suite 2 0 1 . .. "'' Clearwater, FL 33759 Tel. (727)796 -1926 ;: , >. - Cell 7 27 470 1344 4 li ^'- JJ_ ww w. s ner M;.r.- .' y civilen .com gY A+G. i f Y. k .t SYNERGY Civil Engineering, eerin g g , I nc. CLEARWATER Y CLUB oreoared For .. $3O Bayway {.1 BOI IIe\ V /a1 Yd CLEARWATER VACHT CLUB 830 Bayway Boulevard Clearwater Beach, Florida 33767 Clearwater Beach, Florida 33J6J t -,. _ _ . #v" „ ; t { h } f% }# .it _�:`, V- xr? {i t ,r -- t` _ d: �5, i'] d - �'y. 'i't � ,p . i•i! r4'. :Sr•- - i. _ ci- - "t . l +r� - � ?' r; J _ - �i i` r {' J',' F 4 +- ;i =' _" t, a.' _ - .'1' �, -- d:a:' 5, - ,1'. ;: ,, is r„ r:r-4 ,', •i,� - - + �f'i)+' ^� rry� -�I r' - >„j, +,;i', ,p� '1. 1:,'l'•Vi]!' _ �v 5 .b` „eL., ,.y? c i iy "a1' t h �•- ";..: "4. ;i" ` _ '_fir, }' is „st ��� v i ` S;f� - - a. _ r: :J. �_ ,r r: * :' Y•a• JL i'I' rrjj+,,',Y... _ ..hy� :.1 r',,: �r - if,p C'. fj - ''f S1 - r.,,:'i „` -, rid'- `!:i'r�i `f.t,r ati - 1, ', 'ai,. Ji , "t', 4 ! fib. 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F -}•. i 1. ,` _ ", 's> :_: r� -4 i q'. `lJ:'- - > ,,y ;'; ,_f i'. ., t. .)'` - �T �i 1 +: a M 5•.• ;a_,^ }. �. r_,f � - -- ,-,, t,�,_, f�'r1r, , �'�, NOTE: S ?:; 3 "i 1, i` 1'f - :. , ,�,. -,; i -1 `1. -'i+, , ;,i x ,'4__,',"'_r_';'_1 ; :4 =', ;' cj;; +i. , J5 {, ''(d•'' (i ": j „` ,, - :fF, ?' t yd,, %'' ° • ALL BASE MAP SURVEY INFORMATION WAS PREPARED BY: PBS &J 5300 West Cypress Street, Suite 200 Tampa, FL 33607 -1784 (813) 282 -7275 DATE: March, 2004, Revised. 4, 2005 SYNERGY CIVIL ENGINEERING, INC. WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THIS WORK OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM THIS BACKGROUND INFORMATION. • SEE SHEET C -02 FOR LEGAL DESCRIPTION (PREPARED BY PBS & J) , I . Consultants ARCHITECT Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: ( 727 ) 595 -7138 e -mail: m ersar h ' y c @Ix.netcom.com SURVEYOR PBS J 5300 West Cypress ess Str eet Y , Suite 200 p Tampa, Florida or d 3 a 3607 - 17 84 Ph: (813) 282 -7275 Fx: (813) 286 -1207 A Index of Drawings C -1 COVER SHEET C -2 GENERAL NOTES AND SPECIFICATIONS SHEET C -3 DEMOLITION PLAN C -4 HORIZONTAL CONTROL & UTILITY PLAN C -5 PAVING, GRADING, DRAINAGE PLAN & SECTIONS C -6 STORM WATER POLLUTION PREVENTION NOTES & DETAILS C -7 SITE DETAILS Utility Companies Progress Energy Florida Clearwater Gas System P.O. Box 1 0 4042 40 0 North Myrtle Ave. St. Petersburg, to sbur FL L g I Clearwater, FL 3 7 55 3 1-800-700-8744 727-562-4900 62 4900 Bright t Ho use Networks W ater ' Utilit Y Provider 700 Carillon Parkway, rkw a Y Suite 6 City of Clearwater er St. Petersburg, L g, 33716 100 S. Myrtle Ave. c al Servces Building Municipal p i Sanitary Sewer Utility Provider o Y der Clearw I ater FL 33755 City Clearwater Y 727 727-562-4600 562 4 600 100 . S Myrtle Ave. Municipal p c al Servi i ces Building o g Clearwater, FL 33755 3 55 727-562-4600 562 4600 Review Agencies City of Clearwater Municipal Services Building 100 S. Myrtle Ave. Clearwater, FL 33756 -5520 Title COVER SHEET c; CA _* V.- ',t a, -a :c.5 CIV Project No. Scale: 09- 005 -40 AS NOTED Drawing No. Sheet Revision No. C -01 1 of 7 1 1 GEOTECHNICAL NOTES: 7.1 GENERAL A NY UNSUITABLE MA T_- I A FOUND DUR I NG CONSTRUCTION LE. ORGANIC MATERIAL , DEBRIS AND SOFT SOIL) SHOULD BE EXCAVATED AND REPLACED WITH COMPACTED INORGANIC GRANULAR BACKFILL. ALL BACKFILL SHOULD BE COMPACTED TO THE DENSITY SPECIFIED IN THIS SECTION. EXCAVATION OF UNSUITABLE MATERIAL SHOULD EXTEND A MINIMUM DISTANCE OF 10 FEET BEYOND THE FOOTPRINT OF THE PROPOSED STRUCTURE. 7.2 COMPACTION BY SATURATION OF EXISTING SOILS BECAUSE OF THE GENERAL LOOSE NATURE OF NEAR SURFACE SOILS WHERE FOUNDATION LOADS WILL BE THE GREATEST, ADDITIONAL EFFORT WILL BE REQUIRED TO COMPACT THE LOOSE MATERIAL FOUND AT SHALLOW DEPTHS. THE FOLLOWING IS A GENERAL PROCEDURE FOR COMPACTION THAT SHOULD BE PERFORMED AFTER REMOVAL OF ORGANIC MATERIAL FOLLOWING CLEARING AND GRUBBING OPERATIONS: 1. IN THE BUILDING AREA AND APPROXIMATELY 5 FEET BEYOND THE LIMITS OF THE BUILDING THE GROUND SHOULD BE SATURATED WITH LARGE AMOUNTS OF WATER APPLIED SO THE GROUND BECOMES SATURATED WITH LITTLE OR NO STANDING WATER PRESENT. 2. FOLLOWING SATURATION OF THE GROUND, THE AREA SHOULD BE COMPACTED BY A MINIMUM WEIGHT 10 -TON VIBRATORY ROLLER. COMPACTION SHOULD CONSIST OF NO FEWER THAN 10 PASSES, IN A CRISS -CROSS PATTERN. DURING COMPACTION WATER SHOULD BE ADDED TO THE SURFACE PROVIDED NO PONDED WATER IS FOUND. 7.3 PROOF ROLLING PROOF ROLLING SHOULD BE USED IN AREAS NOT COMPACTED WITH THE AID OF SATURATION AS DISCUSSED IN SECTION 7.2. PROOF ROLLING IS AN IMPORTANT PART OF SITE PREPARATION THAT WILL HELP TO ASSURE UNIFORM DENSITY OF SUBSURFACE MATERIALS. ACCORDINGLY, THIS PHASE OF SITE WORK SHOULD BE CAREFULLY MONITORED FOR COMPLIANCE WITH THE RECOMMENDATIONS. FOLLOWING THE REMOVAL OF SURFACE VEGETATION THE EXPOSED SURFACE SHOULD BE COMPACTED AS DESCRIBED IN SECTION 7.4. IF VERY DRY CONDITIONS ARE FOUND IT MAY BE NECESSARY TO ADD MOISTURE TO THE SOIL TO FACILITATE DENSIFICATION. FOLLOWING COMPACTION OF THE EXPOSED SURFACE THE AREA SHOULD BE PROOF ROLLED EITHER BY A MINIMUM OF THREE PASSES OF A 10 -TON ROLLER OR BY A FULLY LOADED TANDEM AXLE TRUCK. IT IS RECOMMENDED THAT PROOF ROLLING BE PERFORMED ON THE EXPOSED SURFACE AFTER REMOVAL OF ALL DELETERIOUS MATERIAL. THE PROOF ROLLING SHOULD BE INSPECTED BY A GEOTECHNICAL ENGINEER OR HIS DESIGNATE TO OBSERVE FOR ANY AREAS OF YIELDING OR SOFT SOIL. 7.4 COMPACTION ALL STRUCTURAL FILL SHOULD BE COMPACTED WITH A MINIMUM WEIGHT 10 -TON VIBRATORY ROLLER. FILL PLACED IN CONFINED AREAS THAT CANNOT BE REACHED BY THE LARGE ROLLER SHOULD BE COMPACTED BY SMALLER EQUIPMENT THAT CAN OPERATE IN CONFINED AREAS. THE LIFT THICKNESS SHOULD BE ADJUSTED TO OBTAIN OPTIMUM COMPACTION MEETING OR EXCEEDING THE REQUIREMENT DISCUSSED IN THE FOLLOWING PARAGRAPH. COMPACTION SHOULD CONSIST OF NO FEWER THAN 5 PASSES, IN A CRISS -CROSS PATTERN TO EXTEND 15 FEET BEYOND THE BUILDING FOOTPRINT. COMPACTION IN THIS MANNER WILLALSO SERVE TO COLLAPSE ANY ZONE OF POTENTIAL SURFACE SETTLEMENT WHILE CREATING A WORKING MAT FOR SUCCESSIVE LIFTS OF FILL. ALL FILL SHOULD BE INORGANIC AND FREE OF DEBRIS. FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 10 INCHES IN THICKNESS. EACH LIFT SHOULD RECEIVE A MINIMUM OF 5 PASSES OF THE VIBRATORY ROLLER. EACH LIFT SHOULD BE COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DENSITY OBTAINED IN ACCORDANCE WITH ASTM D1557. 7.5 TESTING DENSITY TESTS SHOULD BE USED TO CONTROL SUBGRADE, FILL AND BACKFILL COMPACTION. DENSITY TESTS SHOULD BE PERFORMED AS DESCRIBED BELOW TO ASSURE UNIFORM COMPACTION. A MINIMUM TESTING FREQUENCY OF ONE DENSITY TEST PER 2,500 SQUARE FEET OF EACH LIFT OR FRACTION THEREOF SHOULD BE USED. IN ADDITION, A MINIMUM OF ONE DENSITY TEST PER 25 FEET OF BEARING WALL SHOULD BE PERFORMED. ADDITIONAL TESTING SHOULD BE PERFORMED IN THE EXCAVATED FOOTING AREAS TO CONFIRM THAT EXCAVATION OPERATIONS HAVE NOT LOOSENED THE SUBGRADE. LEGAL DESCRIPTION Prepared By PBS & J 5300 West Cypress Street, Suite 200 Tampa, Florida 33607 -1784 Ph: (813) 282 -7275 Fx: (813) 286 -1207 LEGAL DESCRIPTION PER OFFICIAL RECORDS BOOK 7428, PAGE 1087 PARCEL "A" Lots 5 and 6 and that part of Lot 7 described as follows: Begin at a point in the North boundary line of Lot 7 which said point is located 14.65 feet East of the Northwest corner of said Lot 7 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot 7 a distance of 14.65 feet to the Northwest corner of said Lot 7; run thence said Lot • run thence e said Lots 6 and 7 to the Southwest corner of 7 Souther) along the bounds line between Y g boundary Easterly along the Southerly boundary of said lot 7 a distance of 15.35 feet; run thence Northerly in a straight line to the established Point of Beginning: said point being in Block "D" of BAYSIDE SUBDIVISION NO. 6 - UNIT "A ", according to the map of plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. PARCEL "B" Lot 7, less and except that part described as follows: Begin at a point in the North boundary line of Lot 7 which said point is located 14.65 feet East of the Northwest corner of said Lot 7 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot 7 a distance of 14.65 feet to the Northwest corner of said Lot 7; run thence Southerly along the boundary line between said Lots 6 and 7 to the Southwest corner of said Lot 7; run thence Easterly along the Southerly boundary of said lot 7 a distance of 15.35 feet; run thence Northerly in a straight line to the established Point of Beginning; also all of Lots 8, 9,10 and 11 in Block "D" of BAYSIDE SUBDIVISION NO.6 -UNIT "A ", according to the map or plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto . 0 GENERAL CONSTRUCTION NOTES: 1. SEE SURVEY FOR SITE SPECIFIC BENCH MARK AND ELEVATION DATUM. 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST48 HOURS NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS MARKED BY CALLING "SUNSHINE" AT 1 800 432 4770 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 4. CHAPTER 77 153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS MUST BE FIELD VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL. EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY A MINIMUM OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. 6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. • 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND /OR LATEST EDITION. 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT CONDITIONS. 10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE NECESSARY. 13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED. 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 15. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED. 16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 18. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BYTHE CONTRACT DOCUMENTS, CONSTRUCTION PLANSAND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE'THATALL REQUIREMENTS HAVE BEEN MET. 20. THE CONTRACTTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION. 21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION SITE. 22. THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY. CLEARING AND EROSION CONTROL NOTES: 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIREC TED BY THE OWNER. S. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALLAPPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR DEMOLITION OF EXISTING STRUCTURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION /DETENTION AREAS SHALL BE RESHAPED, CLEARED OF SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. SANITARY SEWER NOTES: (PER FDEP & RECOMMENDED STANDARDS OF WASTEWATER FACILITIES) 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER WORK SHALL CONFORM TO FEDERAL, STATE & LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 4. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATION DESIGNATION D -3034, SDR 26. THE JOINTS SHALL CONFORM TO ASTM D -3212. INSTALLATION OF SDR 26 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 5. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN" 6. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 7. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY LINED. 8. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. 9. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS • 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO AN INFILTRATION /EXFILTRATION TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. DEFLECTION TEST PRIOR TO ACCEPTANCE OF THE COMPLETED PVC SEWER LINE, A MANDREL OF NOT LESS THAN 95 PERCENT OF THE INTERNAL DIAMETER OF THE PLASTIC PIPE SHALL BE PULLED FREELY THROUGH THE PIPE, BY HAND, THROUGH EACH REACH OF SEWER. AT LEAST EIGHT (8) MONTHS AFTER INSTALLATION AND FINAL BACKFILL, BUT NO LATER THAN 30 DAYS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL PLASTIC PIPELINES SHALL BE MEASURED FOR VERTICAL RING DEFLECTION. A VERTICAL RING DEFLECTION TEST SHALL BE REQUIRED PRIOR TO EXPIRATION OF THE CONTRACTOR'S MAINTENANCE OR PERFORMANCE BOND, APPROXIMATELY 10 MONTHS AFTER FINAL ACCEPTANCE. THIS TEST SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. MAXIMUM RING DEFLECTION OF THE PIPELINE UNDER LOAD SHALL BE LIMITED TO FIVE PERCENT (5 %) OF THE VERTICAL INTERNAL PIPE DIAMETER. ALL PIPE EXCEEDING THIS DEFLECTION SHALL BE CONSIDERED TO HAVE REACHED THE LIMIT OF ITS SERVICEABILITY AND SHALL BE RELAID OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. FORCE MAINS a. ORDER OF OPERATIONS: FILL THE SYSTEM WITH WATER AT A VELOCITY OF APPROXIMATELY 1 FOOT PER SECOND WHILE NECESSARY MEASURES ARE TAKEN TO ELIMINATE ALL AIR. DO NOT LEAVE FILL LINE CONNECTED TO SEWER LINE UNLESS AN RPZ BACKFLOW PREVENTER IS PLACED BETWEEN THE POTABLE WATER SUPPLY AND THE LINE BEING FILLED. b. PRESSURE TESTS & LEAKAGE:THE CONTRACTOR SHALL TEST COMPLETED SECTIONS OF LINE, INCLUDING FITTINGS, WITH WATER. THIS TESTING, HOWEVER, DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR OR REPLACE ANY CRACKED OR DEFECTIVE PIPE. ALL WORK NECESSARY TO SECURE A TIGHT LINE SHALL BE PERFORMED BY THE CONTRACTOR. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE INSPECTOR AND THE CONTRACTOR. COST FOR TESTING SHALL BE INCIDENTAL TO LINE CONSTRUCTION. 6. PRESSURE TEST: THE NEWLY LAID PI PING OR ANY VALVED SECTION OF PIPING SHALL, UNLESS OTHERWISE SPECIFIED, BE SUBJECTED FOR TWO HOURS TO A LEAKAGE TEST. RAISE THE PRESSURE BY PUMP TO 150 PSI, 150% OF DESIGN WORKING PRESSURE, OR TEST PRESSURE AS SHOWN ON THE DRAWINGS, WHICHEVER IS GREATER. MEASURE THE PRESSURE AT THE LOW POINT ON THE SYSTEM COMPENSATING FOR GAUGE ELEVATION. MAINTAIN THIS PRESSURE (+ OR - SPSI) FOR 2 HOURS. IF PRESSURE CANNOT BE MAINTAINED USING REASONABLE PUMPING RATE, DETERMINE CAUSE, REPAIR, AND REPEAT THE TEST UNTIL SUCCESSFUL. THE ALLOWABLE LEAKAGE SHALL BE NO GREATER THAN ALLOWANCES SHOWN IN TABLE 6A - HYDROSTATIC TESTING, SECTION 5.2, OF AWWA C 600 -93, AWWA STANDARD FOR INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES. CONTACTOR SHALL BE RESPONSIBLE FOR ALL COSTS, LABOR, MATERIALS, AND EQUIPMENT TO PERFORM THE TESTING. ALL VISIBLE LEAKS, BROKEN OR CRACKED PIPE, VALVES, ETC. SHALL BE REPAIRED. THE FOLLOWING WORK MUST BE PERFORMED PRIOR TO TESTING: • ALL PIPE HAS BEEN LAID AND THE TRENCH BACKFILLED. • VALVES SHALL BE PROPERLY LOCATED, OPERABLE AND AT CORRECT ELEVATION. • ALL REACTION ANCHORS HAVE HAD SUFFICIENT SET OF 3 DAYS. HIGH EARLY STRENGTH CONCRETE, 4500 PSI OR GREATER, MAY BE USED TO REDUCE NUMBER OF DAYS. • LINES SHALL BE PROPERLY VENTED WHERE ENTRAPPED AIR IS A CONSIDERATION. • ALL CONSTRUCTION ACTIVITIES ON THE PROJECT, THAT REQUIRES TRENCHING OR EXCAVATION WITHIN THE LIMITS OF THE LINE LOCATIONSHALL BE COMPLETED PRIOR TO PRESSURE TESTING OF LINE \N'W, A- P60Q TA131, g'&k j lloz�akl- �ieaka��i,) or, ,100Q`_1t:;a €iJliiXioI#tto'�iii -oil►) (MI S't11i1e i,i. eiCel i> Ited 'frtYtii.'�'f('L•'.X"t*A:C!_ -K,n 1. ,!4.6,,f;. F fJ, nl tn.ka: .. .... .... : •!�!r-oi,; s' - t*, m�t4i ;:PST-- 1VrOZG f - Pi$- - - . i. 111 TE��1. j - 11- - I i .�' A+% ':11. .'].Ci=i -4,, , °14, :.16' 18' 2�Q -, 24,- '=30' ' =3G- . 42 4W' iit,.l _ q t)I: .4'• 0. . R• 7.,.. M^ „L.1��., a!iJ'L rt 1� ....1� - h' rr� L.�A�t i1r JJ• 'r y' «�,'t l'' 77 :.�.,.(�, " '4f1D. 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I ono . a : �s. _ a.o z g « 1:z �:_ < b : 1 ' �''. , J�aiI i. luP ;svatX 1$..if ironaLal ,l , e ` u l► °. �t � �•T,a b� n' t tl� a �e s coi;niineiuTed:.alluw "Y a6) telleal: 'Q '� A _A.'�AL'{tiiYre:lvitiW''2(1'fi: '' y. -.. ��- tihtniii�l.'lwuotL'c -. mtllkil�J',fItrr I trkti �,�al�t4ate4.frbtn the -tai)) L;� 0:9, If- fh6'pipelitio- mirlorlt ,si font ixts; ecriotts oi, voii6iis ;Fli�lmal, 7lie,.' lb�r:tilit ' kalCa9*1 0l1• be :thf.,nlliit-ptAv-,�Caintx}}t, At ee T A �; :1(`*x',6 ;k site, WATER SYSTEM NOTES: 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED. 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). S. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.10 AND A 21.11 (AWWA C110 AND AWWA C111 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECT ION. 7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 181N ACCORDANCE WITH ASTM D -2241. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. 9. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 10.ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 11.ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12.MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. . 13.THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RE':ORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. FDEP NOTES: B. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. C. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. D. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0°x6 LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. E. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62- 555.320(21)(6)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO- EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90- DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL. TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) O. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD- FACING ELBOW. Q. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES. R. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. S. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. T. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS- CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. U. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62- 555.340, F.A.C. AA.NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE A MINIMUM COVER OF TWO FEET. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PR ESSURE TESTED AND ACCEP TED BY THE E NGINEER AND LOCH L PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL AUTHORITIES. NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. SEE ITEM "T" ABOVE. 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION /DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM "U" ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER. WATER CLEARANCE REQUIREMENTS W. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." X. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, ' UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. Y. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALLJOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C., AND AT LEAST SIX FEET FROM ALLJOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. ",- �' f ,_ �; eft"'N I - , . t. { SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Tel. (727)796 -1926 Cell 727 470-1344 70 1344 www.synergycivileng.com SYNERGY Civil Engineering, Inc. Copyright 2007 THLSE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC. t COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com Notes: • NOT ISSUED FOR CONSTRUCTION Revisions: Submitted: Seal: r By Appd. Date By Appd. Date MJP MJP 7 -01 -09 MJP MJP 8 -14 -09 .- � � . z THESE PLANS MAY BE COPIE AND / OR MODIFIED WITHOUT EISSIOfy,FROM SYNERGY CIVIL ENG EF ,ell © C 11612007 Lt L . a .n �►; ' • . * �11 .- a Al i, ''` r`, . I I.q � �. r�� t ,. c - MICHAEL J. PALMER, P.E. Lle. NO.6 NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard Clearwater Beach, Florida Title GENERAL NOTES & SPECIFICATIONS C.:: _� T^r s `A 13 Project No. Scale: 09- 005 -40 AS NOTED Drawing No. Sheet Revision No. `s -02 2 of 7 1 X _K E YE � DE sUBDIVI I, 6 18,. PLAT SE',�,, N0 PPK `�; ;� ��NIT A LOT 3 D Q ^NOT LO -j 4 � L UDED o� No T�,vI �( �� YUCCA �,`� L-�J 6 „P,1f14,0C P L -- D 6” PAL, �1f.TT0 ETT It ' IS 0.3'CONCRETt DE: K IS7' OF PROPERTY NE - J O v O Q FOUR STORY Z E3UNDINC -4 fTi 60.0 -(p) CONCRE p r 00 JJ 1S ON PROPERTY i ONE N � -__ 60.0 (p� ON — � - ----_ cod S_ 89`52'-tl�„ PARCEL DEMOLITION NOTES: 1, CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE GENERAL NOTES AND DETAILS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS. 5. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION AND CONSTRUCTION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY /COUNTY STANDARDS, 6. THE CONTRACTOR SHALL COORDINATE THE REMOVALIRELOCATION OF EXISTING UTILITIES WITH CITY OF CLEARWATER. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFFSITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. S. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 9. REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS AND RECOMMENDATIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE. 10. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH CITY OF CLEARWATER. 11. REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED. 12.CONTRACTOR IS RESPONSIBLE FOR THE PROPER OFFSITE DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT SITE. 13. LOCATION OF SILT FENCING MATERIAL SHOWN ON THE PAVING, GRADING AND DRAINAGE PLAN 14. ALL EXISTING OVERHEAD UTILITIES TO BE RELOCATED (CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND CITY OF CLEARWATER) 15. SILT FENCE TO BE PLACED ON PROPERTY LINE LEGEND EXISTING CONIC = CONCRETE S/W = SIDEWALK IE = INVERT ELEVATION ELEV = ELEVATION W/ WITH CLF = CHAIN LINK FENCE EP = EDGE OF PAVEMENT = MISCELLANEOUS I'RF E Q = CITRUS FREE = PALM TREE = PINE TREE = SANITARY MANHOLF = SPRINKLER HEAD = SIGN LIGHT POLE ®= WATER METER C' = WIRE PULL BOX LB = LICENSED BUSINESS HDCP = HANDICAP PK &D = PARKER KALON NAIL & DISC BFP = BACK FLOW PREVENTER (C) = COMPUTED DATA F) = FIELD DAFA P) = PLAT DATA D = DEED DATA FCM = FOUND CONCRETE MONUMENT FIP = FOUND IRON PIPE FND = FOUND SCIR = SET 5/8" IRON ROD AND CAP ?LB24 S N/D = SET NAIL & DISC LB24 PROPOSED �I _ ou r\/ vv \I / APPROXIMATE LIMITS OF DEMOLITION & ASPHALT REMOVAL TREE BARRICADES SEE ARCHITECTURAL SHEET L -x SITE BOUNDARY LINE EXISTING SIDEWALK & CURBS TO BE REMOVED TEMPORARY CONSTRUCTION ENTRANCE IIIIIIIIIIM - SILT FENCE 'R ASPHALT TO REMAIN N 0' 20' 40' SCALE: 1" = 20' 1, 7 „ i- r7- 7 7/ - - --' -7--- '_7 12" SYNERGY Civil Engineering, Inc. Copyright 2007 SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Tel. (727)796 -1926 Cell (727) 470 -1344 www.synergycivileng.com 1 HOSE PLANS MAY NOT BF COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC. 0 COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix- netcom.com Notes: e NOT ISSUED FOR CONSTRUCTION Revisions: Submitted: 3) Seal: By Appd. Date By Appd. Date MJP MJP 7 -01 -09 MJP MJP 8 -14 -09 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT W PERIvII;;SION FROM SYNERGY CIVIL ENGM�E RIW11,11 © •COPY T 07. d 01 MICHAEL J. PALMER, P.E. LIC. NO q37 ° NOT VALID UNLESS SIGNED Si EfAf305 D BY A REGISTERED ENGINEER SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard y Clearwater Beach, Florida I q Title DEMOLITION PLAN Project No. Scale: 09- 005 -40 AS NOTED Drawing No. Sheet Revision No. C -o3 3 of 7 1 D c C) \ JG „ Cf) I\ 4„ I. 00 i -Z _L_L_L__/__1__ Q j j 4' ✓ ✓ I I 6„ 0 CONCRE 0 C Dr - 6„ C C:) 06 M _ -__ r �'` F aN'Pl•' fT'I U Ul' ` O _l.J(1 \1 0 12" SYNERGY Civil Engineering, Inc. Copyright 2007 SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Tel. (727)796 -1926 Cell (727) 470 -1344 www.synergycivileng.com 1 HOSE PLANS MAY NOT BF COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC. 0 COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix- netcom.com Notes: e NOT ISSUED FOR CONSTRUCTION Revisions: Submitted: 3) Seal: By Appd. Date By Appd. Date MJP MJP 7 -01 -09 MJP MJP 8 -14 -09 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT W PERIvII;;SION FROM SYNERGY CIVIL ENGM�E RIW11,11 © •COPY T 07. d 01 MICHAEL J. PALMER, P.E. LIC. NO q37 ° NOT VALID UNLESS SIGNED Si EfAf305 D BY A REGISTERED ENGINEER SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard y Clearwater Beach, Florida I q Title DEMOLITION PLAN Project No. Scale: 09- 005 -40 AS NOTED Drawing No. Sheet Revision No. C -o3 3 of 7 1 D c C) \ \ I (-T_I I I. i -Z _L_L_L__/__1__ Q j j 4' ✓ ✓ I I 6„ 0 CONCRE 0 C Dr - 6„ C C:) 06 SYNERGY Civil Engineering, Inc. Copyright 2007 SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Tel. (727)796 -1926 Cell (727) 470 -1344 www.synergycivileng.com 1 HOSE PLANS MAY NOT BF COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC. 0 COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix- netcom.com Notes: e NOT ISSUED FOR CONSTRUCTION Revisions: Submitted: 3) Seal: By Appd. Date By Appd. Date MJP MJP 7 -01 -09 MJP MJP 8 -14 -09 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT W PERIvII;;SION FROM SYNERGY CIVIL ENGM�E RIW11,11 © •COPY T 07. d 01 MICHAEL J. PALMER, P.E. LIC. NO q37 ° NOT VALID UNLESS SIGNED Si EfAf305 D BY A REGISTERED ENGINEER SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard y Clearwater Beach, Florida I q Title DEMOLITION PLAN Project No. Scale: 09- 005 -40 AS NOTED Drawing No. Sheet Revision No. C -o3 3 of 7 1 r'URVt_ 1 DI:.LTA= 09`02_' 1, 15" (C) ARC = 1 18.7"!'(0) RAD;L; ;= _752..64'(F)(P) CHORD_ i 18.59'(F ) CHORD BEARING = =S 85'.56'0-/ " W CURVE: 2 DELTA-- 09 °02' 15" (C) ARC= 99.78'(C) 99.79'(P) RADIUS= 632.56 (C) 632.64'(P) CHORD-- =99.68'(F) 99.69'(P) CHORD BEARING =N 85 °36'07" E — _ — S 8.9-52'' E 9 20.0' REQUIRED ��- -- '-12a TOURIST DISTRICT 60.0'(p) LAND USE SITE TRIANGLE — r 4a SOCIAL & COMMUNITY CENTER i LOT AREA PROPOSED CURB TYP O LOT 3 o CJ 10 !.OT 40 C17 .NOS- .LUKE- BUILDING COLUMN S/W SIDEWALK PERVIOUS SURFACE AREA ; YUCCA �' I \j C L U ; �i - \ 6„ PALr✓tTTO b' L 6» PALb1ETi0 R5' 1 r, FRONT(SOUTH) IS 0 j CONCRET[ DECK of FOE7v EN —' --� lv, SIDE(WEST) LF OUR STORr o 0 SIDE(EAST) MASONRY SF BUILDING 0 REAR(NORTH) PROPOSED CONCRETE PAVEMENT SIDEWALK 1 0 1 � C) rn ).Op i j CONCi?r 7 D & uEC^ FENCE ON F ROP -, LINE S E4fY __ - F 60.0'(p � 11,937 SQ. FT STREETSCAPE BAYWAY BLVD. I-V1f%'r1K1n S 89 °52 45 2 6. 75 '(P) 1 .1 26.6,3'(F-) — a FI Pte- NEW VALLEY CURB TO MATCH —" EXISTING VALLEY CURB (TYP.) : REFER TO CITY OF CLEARWATER DETAIL _ INDEX NO 107 ON SHEET NO C -7 SITE LEGEND CONC- = CONCRE i E S/W = SIDEWALK IE = INVERT ELEVATION EI_EV = ELEVATION W/ WITH CLF = CHAIN LINK FENCE EP = EDGE 0� PAVEMENT 0= MISCELLANEOUS TREE = CITRUS TREE = PALM IRE E. �} = PINE TREE �N = SANITARY MIANHOLE SPRINKLER HEAD = SIGN = LIGHT POLO = ti'ATER METER [� = WIRE PULL 130>: LB = LICENSED BUSINESS HDCP = HANDICAP PK &D = PARKER KALON NAIL & DISC BFP = BACK FLOW PREVEN NER (C) = COMPUTILD DATA F) = FIELD DATA P) = PLAT DATA D = DEED DATA FCM = FOUND CONCRETE MONUMENT FIP = FOUND ! RON PIPE FND = FOUND SCIR = SET 5/8" 11;ON ROD AND CAP 1_1324 S N/D = SET NAIL &_ DiSC L_1324 PROPOSED PROPOSED ASPHALT PAVEMENT SIGN LEGEND R1 -1 STOP SIGN f B AYWAY STRIPING NOTES: • TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. • SEE DETAILS FOR HANDICAP PARKING. • DRIVEWAY FLARES AND RETURNS PER CITY OF CLEARWATER DETAIL (INDEX NO. 107 ( FOR MORE INFO REFER TO FDOT INDEX 515 SPECIFICATIONS). • PAVEMENT MARKINGS PER FDOT INDEX 17346 NOTE:, ` • EXISTING UTILITIES PER SURVEY AND CITY OF CLEARWATER ATLASES. • CONTRACTOR TO FIELD VERIFY THE LOCATIONS (HORIZONTAL & VERTICAL) OF ALL EXISTING UTILITIES. • CONTRACTOR RESPONSIBLE FOR ALL TAPPING AND CONNECTION FEES REQUIRED BY THE CITY OF CLEARWATER • CONTRACTOR RESPONSIBLE FOR OBTAINING A CITY OF CLEARWATER RIGHT OF WAY USE PERMIT • ALL ON -SITE EXISTING & PROPOSED UTILITTIES ARE TO BE PLACED UNDERGROUND 0' 20' 40' SCALE: 1" = 20' B I N/ D . APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT HANDICAP PARKING REQUIRED ZONING TOURIST DISTRICT 4' V C> 0 CT LAND USE SITE TRIANGLE — ROADWAY CENTER LINE SOCIAL & COMMUNITY CENTER , C LOT AREA PROPOSED CURB TYP TYPICAL --• — — — — — ENTRANCE CONOPY AREA 10 10 PARKING SPACES BUILDING COLUMN S/W SIDEWALK PERVIOUS SURFACE AREA 11,937 SO. FT R5' V RADIUS FRONT(SOUTH) EXISTING CONCRETE PAVEMENT SETBACKS SIDE(WEST) LF LINEAR FEET SIDE(EAST) PROPOSED CONCRETE PAVEMENT SF SQUARE FEET REAR(NORTH) PROPOSED CONCRETE PAVEMENT SIDEWALK BUILDING HEIGHT PROPOSED ASPHALT PAVEMENT SIGN LEGEND R1 -1 STOP SIGN f B AYWAY STRIPING NOTES: • TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. • SEE DETAILS FOR HANDICAP PARKING. • DRIVEWAY FLARES AND RETURNS PER CITY OF CLEARWATER DETAIL (INDEX NO. 107 ( FOR MORE INFO REFER TO FDOT INDEX 515 SPECIFICATIONS). • PAVEMENT MARKINGS PER FDOT INDEX 17346 NOTE:, ` • EXISTING UTILITIES PER SURVEY AND CITY OF CLEARWATER ATLASES. • CONTRACTOR TO FIELD VERIFY THE LOCATIONS (HORIZONTAL & VERTICAL) OF ALL EXISTING UTILITIES. • CONTRACTOR RESPONSIBLE FOR ALL TAPPING AND CONNECTION FEES REQUIRED BY THE CITY OF CLEARWATER • CONTRACTOR RESPONSIBLE FOR OBTAINING A CITY OF CLEARWATER RIGHT OF WAY USE PERMIT • ALL ON -SITE EXISTING & PROPOSED UTILITTIES ARE TO BE PLACED UNDERGROUND 0' 20' 40' SCALE: 1" = 20' B I N/ D . APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT s� 8" PROPOSED REQUIRED ZONING TOURIST DISTRICT 4' V C> 0 CT LAND USE RH 0�8" USAGE SOCIAL & COMMUNITY CENTER , C LOT AREA 50,428 SO. FT BUILDING COVERAGE 10,500 SQ. FT FLOOR AREA RATIO 21 IMPERVIOUS SURFACE AREA 31,041 SQ. FT PERVIOUS SURFACE AREA 11,937 SO. FT FRONT(SOUTH) 37.58 FT SETBACKS SIDE(WEST) SIDE(EAST) REAR(NORTH) BUILDING HEIGHT PARKING LOT & V.U.A. 25,103 SQ. FT INTERIOR GREEN 11,937 SQ. FT STREETSCAPE BAYWAY BLVD. PARKING 50 SPACES HANDICAP PARKING 2 SPACES s� 8" F. 8 -11 -09 I` MJP 4' V C> 0 CT I� P✓;AS01 CRY 0�8" f30ILD!NG \ in , C CoPOOL Ura ; �ErF O,�CK CUT SIDEWALK AT NEAREST JOINT (TYP.) ` —REFER TO FDOT INDEX NO. 515 TURNOUTS Zusy" • DOCK LOCATION INFORMATION WAS PREPARED BY: Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 313 Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Tel. (727)796 -1926 Cell (727) 470 -1344 .,, www.synergycivileng.com SYNERGY Civil Engineering, Inc. Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC D COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com Notes: • NOT ISSUED FOR CONSTRUCTION Revisions: E PaYwa Landsca a Width Revised to 5.33' on B Stormwater Treatment Area Added Added Drivewa Note Per En . Comment Revised Per Fire Dept. Comments By Appd. Date MJP MJP 8 -11 -09 MJP MJP 8 -11 -09 D P✓;AS01 CRY 8 -11 -09 f30ILD!NG MJP 8 -11 -09 I L CoPOOL Ura ; �ErF O,�CK CUT SIDEWALK AT NEAREST JOINT (TYP.) ` —REFER TO FDOT INDEX NO. 515 TURNOUTS Zusy" • DOCK LOCATION INFORMATION WAS PREPARED BY: Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 313 Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Tel. (727)796 -1926 Cell (727) 470 -1344 .,, www.synergycivileng.com SYNERGY Civil Engineering, Inc. Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC D COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com Notes: • NOT ISSUED FOR CONSTRUCTION Revisions: E PaYwa Landsca a Width Revised to 5.33' on B Stormwater Treatment Area Added Added Drivewa Note Per En . Comment Revised Per Fire Dept. Comments By Appd. Date MJP MJP 8 -11 -09 MJP MJP 8 -11 -09 MJP MJP 8 -11 -09 MJP MJP 8 -11 -09 Submitted: By Appd. Date 1) City of Clearwater MJP MJP 7-01-09 2) City of Clearwater MJP MJP 8 -14 -09 3) 5) Seal: THESE PLANS MAY N�BE9,�fiWOO MODIFIED WITHOUT'/SION FR6M SYNERGY CIVIL ENGIAOPYRIykK2 I. in .r MICHAEL J. PALM6, P.E. LIC. N6 63749 ir'' NOT VALID UNLESS SIGNED &"EMBOSSED; BYAREGISTEREDENGINEER, SYNERGY CIVIL ENGINEERING', INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard Clearwater Beach, Florida %A c0 i Title HORIZONTAL CONTROL & UTILITY PLAN Project No. i 09- 005 -40 Drawing No. C -04 Scale: AS NOTED Sheet 4 of 7 Revision No. 1 II F'ND ^X„ N SIDEWALK 8 0'("51 __5 89,51'4$,. E ti° 120. I - - _ 0.7' 4" 1 h I ro 8 "� I C) 0 LOT 1NCLUDL:-D NI I N_ -_ O- _ J I T a b � „ rr7 YUCCA C b„ P A LM Fr- I I n �b . f E1,71 O A Lr Lr t 0 1 v J h _i x — 0• x 1 S U - t ` I 01 1 R' C Er I � E J . ,3 E 'n I✓ R 4 K E l Y F EN C E p{- U RLI N E r N D J i FOU'R STORY + o IIAAS N. n G) �Y z BUILDING fT'1 r !T7 , 0 e' tx o N r I Q x (7 -L J L J 1 C) Co _ 6 0 .0 ' P CONCRETE N�; T c C K r C I�1 ON FENCE PROPERTY E S I a--26 89 °5245„ E °b �( j 26.63'(F) CP _ SEAWALL S 'N /D 30.87'(P) CONCRETE SLAB A CURVE 2 tI �LL_itil�vvnt L_4. +. - BOAT SLIPS BENCHMARK ,12 PK &D "PBS &I TRAV PT" —� ELEV. =3.62 I WOOD DECKING INV. 0.52' h F - Y 6 60.0'(P)- b1� efip u' U . -.'tJ: .E,;; .r) - ^!' 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L vY�,4 -- -° -- S— 'Q. 4' CONC S/M GA r_ -STORM WATER y _ T CURB OPENING TREATMENT AREA CURB INLET N INV. = 0.57' v, S INV = 1.01' TOP = 4.59' -- THR. = 3.53' h E3 ED . 1K' ja 4” Ln ii 1 I` C0 "-7 � A ^ r \ /1 r -� r Sr I r.. � I ; � r� _ i-1 l t I C) CU D.'�(� C T C C� 1 -T7 r - I 1 I� '-T 1' I i ( Ii I X 8" 1 I �J I 1 N J s i v U / f it O I POOL X 4 e'! _0 AREAF A I n J7 7r J' I r 6" C 'I L. I' II i-.r r 00 ' 1 CJ t � 1 - I 1 z 1 6 i, r y I X ' 'M 0 _J'- ' 12» �4• r 12" 12" F_CM 4 "x4 — 4'_ CON„ C/74.._ -.- D, k jk47�0 aN 18' 18' IT 12' 18' PROPOSED PARKING PROPOSED PARKING PROPOSED PARKING 30' 30' 30' BAYWAY BLVD. 30' BAYW Y BLVD. v U II I II EXISTING BUILDING I I� I — — - - G PROPOSED GRADE EXISTING GRADE F.F. =4.20 I EXISTING GRADE I PROPOSED CONCRETE EXISTING GRADE PROPOSED GRADE PROPOSED CONCRETE PROPOSED GRADE I / ZMSTING PAVEMENT _ _ — � _- .PAVEMENT T N RADE EXISTING GRADE PROPOSED EXISTING VALLEY CURB VALLEY CURB VALLEYCURB EXISTING V SIDE WALK PROPOSED EXISTING 4 SIDE WALK PROPOSED `D' CURB VALLEYCURB SECTION 5 -1 SECTION 5 -2 SECTION 5 -3 SECTION 5 -4 SCALE: SCALE: HORZ, 1 " =20' HORZ. 1 " =20' SCALE: " SCALE: VERT. 1"=5' VERT. 1"=5' HORZ. 1"=20' =20' HORZ. 1"=20' VERT. 1"=20' VERT. 1 " =5' I SITE LEGEND CONIC = CONCRETE S/W _ SIDEWALK IE == INVERT ELEVATION E!_EV - ELEVATION W/ WITH CLF = CHAIN LINK FE=NCE EP - EDGE OF PAVEMENT ` = MISCELLANEOUS TREE CITRUS TREE = PALM FREE PINE TREE Cam) = SANITARY MANHOLE - = SPRINKLER HEAD == S N _= LIGHT POLE ,�0 = WATER METER r J ' - WIr:F PULL B0Y L ___ LB = LICENSED BUSINESS HDCP HANDICAP PK &D = PARKER KAI-ON NAIL & DISC BFP = BACK FLOW PREVE-NTER (C) COMPUTED DATA ✓F,l :- FIELD DATA ?P) - PLAT DA1A D, _ DEED DATA FCM = FOUND CONCRETE MONUMENT FIP = FOUND IRON PIPE FND = FOUND SCIR = SET 5/8" IRON ROD AND CAF' LB24 S N/D = SET NAIL & DISC LB24 5 PROPOSED HANDICAP PARKING ROADWAY CENTER LINE SITE TRIANGLE PROPOSED CURB TYP TYPICAL -- ENTRANCE CANOPY AREA 10 10 PARKING SPACES BUILDING COLUMN S/W SIDEWALK EXISTING CONCRETE PAVEMENT R5' V RADIUS PROPOSED CONCRETE PAVEMENT LF LINEAR FEET SF SQUARE FEET PROPOSED CONCRETE PAVEMENT SIDEWALK PROPOSED ASPHALT PAVEMENT FULL DEPTH 0 3360 300 PROPOSED SPOT ELEVATION i },EI,J. ih .• szE�' e T: . {, �, : I f tif,.i�1114f PROPOSED ASPHALT PAVEMENT OVERLAY 11- t,a.1 =1:;,1.v'ih PROPOSED MILLING & PAVING ASPHALT NOTE: • `EXISTING UTILITIES PER SURVEY AND CITY OF CLEARWATER ATLASES. • CONTRACTOR TO FIELD VERIFY THE LOCATIONS (HORIZONTAL & VERTICAL) OF ALL EXISTING UTILITIES. • CONTRACTOR RESPONSIBLE FOR ALL TAPPING AND CONNECTION FEES REQUIRED BY THE CITY OF CLEARWATER • CONTRACTOR RESPONSIBLE FOR OBTAINING A CITY OF CLEARWATER RIGHT OF WAY USE PERMIT • ALL ON -SITE EXISTING & PROPOSED UTILITIES ARE TO BE PLACED UNDERGROUND • CONTRACTOR TO CONTACT THE ENGINEER PRIOR TO PAVING • ALL SLOPES SHALL HAVE A UNIFORM GRADE AS SHOWN ON PLANS • CONTRACTOR TO REPAIR ALL IRREGULAR SLOPES IN THE OVERLAY AREA PRIOR TO PAVING (PER SURVEY PREPARED BY, PBS & J) ELEVATIONS SHOWN HEREON ARE BASED ON A 4" X 4" CONCRETE MONUMENT WITH A BRASS DISC STAMPED "DE -2" AT THE NORTHEAST CORNER OF GULFVIEW BOULEVARD AND FIRST STREET. ELEVATION = 4.92' (NORTH AMERICAN VERTICAL DATUM 1988) ASPHALT TACK COAT EXISTING ASPHALT NORMAL NOTES VARIES 1.0" MIN. TYPE S -1 ASPHALT CONCRETE SURFACE COURSE PRIME AND TACK COAT PER FOOT SPECIFICATIONS SECTION 300 TYPICAL PAVEMENT SECTION OVERLAY NTS ASPHALT BASE \\\�\ SUB-GRADE \\\ \\ NORMAL NOTES 1.5" TYPE S -1 ASPHALT CONCRETE SURFACE COURSE 8" CRUSHED LIMEROCK W/ LBR OF 100% COMPACTED TO 98% MODIFIED PROCTOR AASHTO T -180 12" SUB -GRADE LBR OF 40% COMPACTED TO 95% AASHTO T -180 TYPICAL PAVEMENT SECTION FULL DEPTH NTS Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC.k COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole Florida 77 6 o a 33 Seminole, Ph: 727 595 -7100 -x 5 F . 727 595-7138 38 e -mail: myersarch@ix.netcom.com Notes: NOT ISSUED FOR CONSTRUCTION Revisions: Stormwater Treatment Area Added 2 SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 4 Clearwater, FL 33759 .. Tel. (727)796 -1926 Cell (727) 470 -1344 www.synergycivileng.com SYNERGY i' 1) Citv of Clearwater Civil Engineering, Inc. 2) City Of Clearwater Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC.k COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole Florida 77 6 o a 33 Seminole, Ph: 727 595 -7100 -x 5 F . 727 595-7138 38 e -mail: myersarch@ix.netcom.com Notes: NOT ISSUED FOR CONSTRUCTION Revisions: Stormwater Treatment Area Added 2 3 4 5 ti 4' .g Submitted: i' 1) Citv of Clearwater 2) City Of Clearwater Ii: J 3) Seal: By Appd. Date MJP MJP B By Appd. Date MJP MJP 7 -01 -09 MJP MJP 8 -14 -09 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, WC OPyRIGHT Q7. 4' ? :+ A MICHAEL J. PALMER, P.E• LIC. 3.7 4� NOT VALID UNLESS SIGNVD' &•EYBOS — BY A REGISTERED ENGINEER`"! SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard, Clearwater Beach, Florida �,AP NH Title -- PAVING & GRADING & SECTIONS PLAN Project No. 09- 005.40 Drawing No. C -05 Scale: AS NOTED Sheet Revision No. 5 of 7 1 CLEARWATER YACHT CLUB SITE DESCRIPTION PROJECT NAME: CLEARWATER YACHT CLUB OWNER'S NAME: CLEARWATER YACHT CLUB PROJECT ADDRESS: OWNER'S ADDRESS: 830 BAYWAY BOULEVARD 830 BAYWAY BOULEVARD CLEARWATER, FL 33767 CLEARWATER, FL 33767 SECTION: 16, TOWNSHIP: 29 SOUTH , RANGE: 15 EAST OR SEDIMENT BASIN. DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES: SOIL DISTURBING ACTIVITIES WILL INCLUDE: PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; STORM SEWER, UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARATION FOR FINAL PLANTING AND SEEDING. SEQUENCE OF MAJOR EVENTS: 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. 2. BEGIN BUILDING CONSTRUCTION. 3. CONSTRUCT CURB, BASE AND ASPHALT. 4. COMPLETE FINAL SITE GRADING. S. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. 6. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND PLACE SOD AS NECESSARY. NAME OF RECEIVING WATERS: GULF OF MEXICO POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A REASONABLE TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND /OR SEEDING AND MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUSTTRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH OR OTHER APPROVED MEANS, NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY. STRUCTURAL PRACTICES EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE DUST. SEDIMENT BASINS - THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DISCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS- SECTION OR A MINIMUM OF 2 -FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR PLANTINGS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL RETENTION /DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. SPECIFIED OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION 1S TO BE REMOVED FROM THE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND /LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE- ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BYA LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. OFF SITE VEHICLE TRACKING STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. TIMING OF CONTROL MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE PINELLAS COUNTY, CITY OF CLEARWATER, AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY PINELLAS COUNTY, CITY OF CLEARWATER STORM WATER MANAGEMENT PRACTICES MANUAL AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D -4 AND 40D -40. TO ENSURE COMPLIANCE, JOIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ". MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL: 1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5- INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. 2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE -THIRD THE HEIGHT OF THE SILT FENCE. 4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 6. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH. 7. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE. 8. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 9. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. NON -STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. NON -STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES SHALL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: CONCRETE FERTILIZERS DETERGENTS PETROLEUM BASED PRODUCTS AND FUELS PAINTS (ENAMEL AND LATEX) METAL STUDS CLEANING SOLVENTS GLASS WOOD TAR MASONRY BLOCK SAND ROOFING SHINGLES STONE SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES I THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURE'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURE. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. MANUFACTURE'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURE'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. PETROLEUM PRODUCTS ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURE'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURES' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. SPILL CONTROL PRACTICES PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENTAND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEANUP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% EXISTING PAVED —_— III -1 ROADWAY 1 =1 I I -111— SECTION A - A SPILLWAY SEDIMENT SUPPLY WATER . _ ...._.. WHEELS IF NECESSARY. 0 a O o A A. Q 0- C9 Z F Ln X W 2�GREA R FILTER FABRIC NOTE- USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANELIZE RUNOFF TO BASIN AS REQUIRED. WHEN STRAW BALES ARE USED IN THIS APPLICATION A SILT FENCE IS TO BE INCLUDED AS SHOWN ON THE 2' MIN. UPSTREAM SIDE OF THE SEDIMENT BARRIER. SEE INDEX NO. 607. j NOTES: A 2 " -3" COURSE AGGREGATE MIN. 6" THICK I DIVERSION RIDGE My MIN. PLAN FLOW 1. THE ENTRANCE SHALL BE MAINTAINED IN A 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED CONDITION THAT WILL PREVENT TRACKING OR PRIOR TO ENTRANCE ONTO PUBLIC RIGHT —OF WAY. FLOWING OF SEDIMENT ONTO PUBLIC 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE RIGHTS —OF —WAY. THIS MAY REQUIRE TOP ON AN AREA STABILIZED WITH CRUSHED STONE DRESSING, REPAIR AND /OR CLEANOUT OF ANY THAT DRAINS INTO AN APPROVED SEDIMENT TRAP MEASURES USED TO TRAP SEDIMENT. OR SEDIMENT BASIN. I Paved S 3/n/051 Itmotd Not. I RSF. DAM DESCRinON APP. Gravel 311 Slope or Flattt i CROSS SECTION 1.0' 1.0' 20F 2 Construction Site Entrance TOP ISOMETRIC VIEW e CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT DATE I DCSCR nMN I App, IAPPRDVED BY - - 1 Or I SPACING OF POSTS FILTER FABRIC TO BE 6 -10 FEET APART MATERIAL FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 —INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS FILTER FABRIC DIRECTION OF RUNOFF WATERS �PNCHXITE BY DRIVE BOTH 10 MATERIAL SECURELY �— INCHES INTO THE -/ GROUND D FASTENED TO THE BURY FLAP ATTACHING TWO SILT FENCES POSTS OR IF USED THE WIRE MESH APPROXIMATELY 8 INCHES OF FILTER FABRIC MATERIAL PLACE THE END MUST EXTEND INTO POST OF THE A TRENCH AND BE ------ SECOND FENCE ANCHORED WITH COMPACTED -/ �- INSIDE THE END POST OF THE BACKFILL MATERIAL FIRST FENCE WOOD OR STEEL POST ROTATE BOTH POSTS AT LEAST ISO DEGREES IN RUNOFF /— A CLOCKWISE DIRECTION TO / CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 101 (MIN) DIRECTION OF RUNOFF WATERS �PNCHXITE BY DRIVE BOTH 10 TRENCH �— INCHES INTO THE -/ GROUND D BURY FLAP GATHER EXCESS FABRIC AT CORNERS OF DESaiIPnDN I APP. Isometric View 2" x 4" WOOD FRAME I / 3' MIN. IIN. TION fi�i• 1 Elevation of Stake and Fabric Orientation Specific Application This method of inlet protection is applicable where the inlet drains in a relatively flat area (slope no greater than 5 %) where the Inlet sheet of overlandflows (not exceeding 1 c.f.s.) are typical. The method shall not apply to Inlets receiving concentrated flows, such as in street or highway medians. DATE I DESMMCN I App. N7E% N4 201`2 _SYNERGY Civil Engineering, Inc. Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC 4 COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com Notes: NOT ISSUED FOR CONSTRUCTION Revisions: By Appd. Date Submitted: By Appd. Date 1) City of Clearwater - MJP MJP 7 -01 -09 2) City of Clearwater MJP MJP 8 -14 -09 4) S) Seal: THESE PLANS MAY NOT WITHOUT W 1 SYNERGY CIVIL ENGIN� AND /.QR M16DIFIED SSION FROM ° S 11 CO PYR T 2002. : MICHAELL PALM fit, P.E'CICT N0. 6374fi,° NOT VALID UNLESS SIGNED *E!AbdS51 ' BY REGISTERED ENGINEER" SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard Clearwater Beach, Florida a Title a, 'STORM WATER POLLUTIONG PREVENTION NOTES & DETAILS ;Project No. Scale: 09- 005 -40 AS NOTED Drawing No. C -06 Sheet Revision No. 6 of 7 1 SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, , FL 33759 Tel (727)796 -1926 Cell (727) 470 -1344 www.synergycivileng.com _SYNERGY Civil Engineering, Inc. Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC 4 COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com Notes: NOT ISSUED FOR CONSTRUCTION Revisions: By Appd. Date Submitted: By Appd. Date 1) City of Clearwater - MJP MJP 7 -01 -09 2) City of Clearwater MJP MJP 8 -14 -09 4) S) Seal: THESE PLANS MAY NOT WITHOUT W 1 SYNERGY CIVIL ENGIN� AND /.QR M16DIFIED SSION FROM ° S 11 CO PYR T 2002. : MICHAELL PALM fit, P.E'CICT N0. 6374fi,° NOT VALID UNLESS SIGNED *E!AbdS51 ' BY REGISTERED ENGINEER" SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club 810 Bayway Boulevard Clearwater Beach, Florida a Title a, 'STORM WATER POLLUTIONG PREVENTION NOTES & DETAILS ;Project No. Scale: 09- 005 -40 AS NOTED Drawing No. C -06 Sheet Revision No. 6 of 7 1 r PIVIC, PIPE RESTRAINT I J_ THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS, 1. BEND - INLET AND OUTLET q Wp e�� . STANDARD PRE - PAINTED 2, TEE - OUTLET BRANCH S" " DISABLED PARKING SIGN 3. OFFSETS — INLET AN D OUTLET SECTION A-A ConstructWHITE BORDER ` "fi ON 1/8" THICK SHEET Permitted & SYMBOL 4. CAPS ,, ALUMINUM BLUE BACKGROUND ,, 5, PLUGS NORMAL VALLEY GUTTER CURB I- SECTION -SEE INDEX 101 6. DEAD ENDS � 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS A BLACK BORDER PARKING BY & LETTERS DISABLED WHITE BACKGROUND PERMIT L —�{ Megalug Restrainer (Typ,) ONLY A BLACK BORDER do LETTERS $255 FINE WHITE BACKGROUND F• S. 318.18 C% Limits of concrete Swale ALL LETTERS ? `! Limits of pay quantity 1" SERIES "C" I N O Ebbs 1500 Series (Typ, PLAN 2" HOT DIPPED GALVANIZED 2' STANDARD WEIGHT STEEL PIPE ON ALL TEES, A MINIMUM OF 5' SHALL BE • •• ,." •• • • e e e e ° ° STRAINED ON EACH RUN LEG • °.'• •::A : I IL • "••_ ;* •= L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (f PSI e e;D e ^ III 1 1 I 'x(2•_6" CONCRETE MASS. FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE. a• l I, a 8 I I, ° 8" PVC MAXIMUM SIZE USED IN SYSTEM NOTE, THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE SECTION B —B III I I I FINISH TOP OF MASS LEVEL NOM, PIPE SIZE ELBOWS (deg,) VALVE TEES BRANCH DEAD END 11,25 22.50 45 90 4 2 1 4 9 21 28 1 46 6 3FIS 12 29 47 65 8 4 1 8 1 16 1 38 66 85 '" I I I I I tv_ WITH A SLIGHT RAISED WASH Y USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT 4 #6 Continuou ;� I I APPROXIMATELY 1/2" ABOVE a BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 ( I' °: LEVEL OF TURF /SOD. RESTRAINERS. n I I a SECTION C -C ° `—' CITY OF CLEARWATER, FLORIDA NOTE.,- ' PUBLIC WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA WORKS ADMINISTRATION ENGINEERING Subject to City Engineer's approval. PUBLIC WENGINEERING 8" CITY OF CLEARWATER, FLORIDA REDRAWN BY DATE To be used only n unique situations, PUBLIC WORKS ADMINISTRATION B•V•0 9/02/99 Y q REDRAWN BY Novo CONCRETE SWALE DATE ENGINEERING CHECKED BY TRAIN INDEX 03p, CHECKED BY DETAIL HANDICAPPED RED!C BY DATE RESTRAINING INDEX N0, SIGN DETAIL AC 5/99 REV. DATE DESCRIPTION App DESIGNED BY VALLEY GUTTER CURB 107 t 12/99 Updated Fine CHECKED BY TYPICAL HANDICAPPED G.C.H. 1 OF 2 REV. DATE DESCRIPTION App, DESIGNED BY M.G. M•R• INDEX 119 N0. M.G.B. 1 OF 1 REV. DATE DESCRIPTION Apps DESIGNED BY SIGN DETAIL FOOT Type S -3 Asph. Conc. patch M.G. 1 DF 1 to be 2' min. thickness or match existing for thickness In excess If this point of 2' is within 4' of an Resurface full 4' Min. existing HANDICAPPED SIGNS u Patch INDEX NO. 119 width of street on Monolithic Slab joint, then -.- T +2' (8' Min. / longitudinal replace to 6 Compacted Replace Bas Installations -3,000 psi the joint, , Thickness) Fiber Mesh CONC. WALK RAMP DOWN RAMP DOWN CONC. WALK ° Concrete SEE INDEX NO. 0. 109 SEE INDEX NO. 109 ° T e e Replacement \/ Existing Concrete�� 12N base material Undisturbed Exist // 6" WIDE TRAFFIC BLUE shall be Base TRAFFIC WHITE STRIPE (TYPICAL) approved by W W .o + the Engineer 6' 412'Trench 12' 6, 18" Trench 18' I 6" WIDE TRAFFIC WHITE per City Article Width Min, Width Min. , ;,� 6" STROKE STRIPE (TYPICAL) Varies Undisturbed Trench Varies a (TYPICAL) NOTE, Concrete to be 3,000 psi, with fiber mesh reinforcing, Compacted Side ndisturbed Trench Side Compacted Backfill Backfill \� 60' � � 2 -1/2' min 2' min T= Thlckness i , cu of fL Base exceeds �\ until C original i� Cu \� ` �:�\ \% i6',V then T -8' a r, ti • w 2" (TYPICAL) 12' -0" U) t • • • ASPHALT STREET AND CONCRETE REPLACEMENT 29'_0 - DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY —�- REQUIRED FOR UTILITY CONSTRUCTION S CONSTRUCTION HANDICAPPED STALL DETAIL 7-3/4' #3 Bar 7_1,2• #3 Bar Typical TYPlcal NOTE: TYPE A TYPE C ` CITY OF CLEARWATER, FLORIDA All pavement markings to be thermoplastic. PUBLIC WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA; ENGINEERING PUBLIC WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA'` REDNR0 o BY STREET AND DRIVEWAY DATE ENGINEERING ENGINEERING 7/92 REDRAWN BY PUBLIC WORKS ADMINISTRATION I 4/4/20o2 Rev. Notes; GLB CHECKED BY REPLACEMENT FOR INDEX NO. A.C.- DATE r , Remove Sheet 2 of 2 G.L.B. CONCRETE & ASPHALTIC 104 CHECKED BY TYPICAL DOUBLE 5/99 REDRAWN BY DATE' REV. DATE DESCRIPTION APP DESIGNED BY M Q INDEX NO. No C.M.H. CONCRETE SURFACES 1 OF 1 HANDICAPPED STALL 118 1 4 7/92 REV. DATE DESCRIPTION App. DESIGNED BY /9/02 Rev. Notes R.a CHECKED BY WHEEL STOPS INDEX NO. 2 OF 2 REV. DATE DESCRIPTON App• DESIGNED BY REINFORCED CONCRETE 117 R.C•S. 1 OF 1 NATURAL GROUND OR SUBGRADE t o G 0�e� �ta(°'Ott\ �y�sti' 3' Transition Side Slopes sRe on' f STANDARD PRE - PAINTED Qo`t �y s ��Lr Remove Curb if Existing FDC NO PARKING SIGN `tip \egyr ON 1/8- THICK SHEET 0 PARKING " �t �° Exist Conc Drive ELEVATION 2' -0" ABOVE TOP ` ' D tO ALUM NUM A °� Back of Curb 12" RED BORDER A Max Slope T� 1.. 12' Max Sloe t. BACKFILL TO BE COMPACTED & LETERS a ` OF PIPE. CUT -OFF SHEETING � � Non —slip surface require- 1' © P e� ments see Note 8. IF REQUIRED. TO 100% T -99. LIFT WHITE BACKGROUND ILI tea, THICKNESS MAY VARY ADRESS OF I 4" ' ' e ' • d ° t DEPENDENT UPON MATERIAL, /2 Exp. Joint 6„ 1 /2 Exp. Joint BUILDING fo � 1 " „ 4" EQUIPMENT, AND COMPACTION & TYPE OF METHODS USED, BUT NO SUPPLY o Pro ert 1 R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION f CASE SHALL EXCEED 12 ". Na. IN DENSITY TESTS TO BE TAKEN n Conc. Sidewalk ACCORDANCE WITH THE. F D 0 T PAVEMENT A R R O W DETAIL k. r <; GOVERNMENTAL AGENCY B > B HAVING JURISDICTION, OR N.T.S. 0 PLAN VIEW i •� ELEVATION TOP OF PIPE AS MAY BE REQUIRED BY NFPA -1 CHAPTER 18 Z o OR HYDRAULIC STRUCTURE THE ENGINEER. 18.3.4.3 ,'ai o D /3 R BEDDING AND BACKFILL WITH 6" MIN - 12" MAX o 0 4' Min Residential Street 1 City R /W';; 8,� 2" HOT DIPPED GALVANIZED Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut SELECTED MATERIALS TO BE �..w 12" DIA AND UNDER STANDARD WEIGHT STEEL PIPE or Remove entire Curb and Replace as Part of Sidewalk Ramp. iv I° 5 Min Arterial Street 2' County R /Ww' PLACED AND COMPACTED IN .. k. s 6 LIFTS UTILIZING METHODS ? 12" MIN - 18" MAX 6" Modified and Valle Gutter Curbs AND EQUIPMENT APPROVED BY OVER 12" DIA 2 "R y 1 /4" per Foot �= THE ENGINEER. ° I I ° ~ ' join exist back of curb - - — — — — PAVEMENT : ••- 12" Textured Surface i..:..._ • "• Max Slope �� I,A' " • • * • ` • ' Back of Curb 3000 psi cone 4" thick. Constr. 6" c° SURFACE I r-1 . •;, PIPE BEDDING TAMPED — — — — — .�a III a:;l I, a III 8"X2 "_6" CONCRETE MASS. thick at driveways with 6x6 10 — UNDISTURB y # AND COMPACTED — _ � — — MATERIAL- III FINISH TOP OF MASS LEVEL ' ;. Remove to an 3•. 00 N WITH A SLIGHT RAISED WASH - �1/2" Expansion Joint welded wire mesh. See note 7. even joint or sawcut I' APPROXIMATELY 1/2" ABOVE , 30" X 30" t ;; — — — / :I I SECTION A —A a LEVEL OF TURF /SOD. R1 -1 SECTION B -6 \ \� /\ \r\ / �),` \\% /\/ "♦ a . o U a NOTES: ,. L 1. Provide e tooled joints at distances matching the width. Also place expansion joints at driveways. g 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with / � //` •• ' � HIGH INTENSITY GRADE OR GREATER 2. If some physical obstruction exists which prevents the placing e P P 9 requirements of FOOT Roadway and Traffic Design Standards, a ' al sidewalks as shown, contact the Engineering Division for Detail 304 or most recent modifications. BOTTOM OF EXCAVATION alternate location. �raG`t 8" R TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE or 3. Wooden and other spacers will not be permitted in sidewalks STOP SIGN driveways. I & v EPAVEMENT, SEE PAVEMENT SPECIFICATIONS. 4. No coatings of any kind will be permitted on concrete';:'' N.T.S. sidewalks or driveways without specific approval of the City Engineer. CITY OF CLEARWATER, FLORIDA TYPICAL TRENCH SECTION TYPE "D" CURB FDC SIGN DETAIL 3 4/9/02 Rev. Notes PUBLIC WORKS ADMINISTRATION 5. All concrete shall be 3000 psi min. ®28 days, with fiber Ra ENGINEERING mesh reinforcing. 6. Concrete surface to be light broom finish. 2 1/95 added note REDRAWN BY I " ° "'` TYPICAL SIDEWALK DAB w0 6/09/94 NTS 7. Concrete driveway construction shall be 6" thick w 6x6 10x10 1 93 k'a> CURB —D.DWG 06/04/94 NTS / 1 11/93 modltled curb cut ,pyR CHECKED BY CONSTRUCTION AND INDEX No. welded wire mesh reinforcement. T.C.J. RAMP DETAIL REV. DATE DESCRIPTION App. DESIGNED BY 109 C.M.H. 1 OF 3 SYNERGY Civil Engineering, Inc. 3000Gulf to Bay Boulevard, Suite 201 Clearwater, FL 33759 Tel. (727)796 -1926 Cell (727) 470 -1344 www.synergycivileng.com SYNERGY Civil Engineering, Inc. Copyright 2007 THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC 0 COPYRIGHT 2007. Consultants Myers & Associates Architecture, P.A. 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Ph: (727) 595 -7100 Fx: (727) 595 -7138 e -mail: myersarch @ix.netcom.com Notes: NOT ISSUED FOR CONSTRUCTION Revisions: Submitted: 3) Ll Seal: By Appd. Date By Appd. Date P MJP 7-01-09 MJP MJP 8 -14 -09 THESE PLANS MAY NOTItVtOjIIED'RIODJ OR MODIFIED WITHOUT PTkg PERMISSION FROM "•f SYNERGY CIVILENVI�OlNp I CX COPY GHT 007.x` y i •,t MICHAEL J. PALMER, P.E *L1C: Nb. "• NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 Project / Client: Clearwater Yacht Club — L 810 Bayway Boulevard Clearwater Beach, Florida % A h ♦.•• R• `Q Title DETAILS IriujCt.L IVu. 09- 005 -40 Drawing No. C -07 Scale: AS NOTED Sheet Revision No. 7 of 7 1 5 89 °52'45" E 1 • • 1 F P AR 4 O ' P) 5 1 4 E PAC, 2 O 2 5 k!eEAYqALL 1 5 14. �v3 '� 1O' • 5ETBAG 14.6 P 12 "FIGUS • • * • r • r • w • 4. N EXISTING (3) TRUNK ,I ! 0 I I BOp,T 5LIP5 81°04,5(1,1 60.01(f') TKI 60.0'(P) � GOIyGfZS'fE 0 pEGK Foe :.•� ;.� 1r :8- ? li .t I 'II `'1 i11 U G U tjlt V 7 1. I' 5EAyA"1.L 1_1: yy0017 pt:GKINC� �' I Q POOL x 3„ X 0I 17EGK DECK ABOVE POOL C" Iall -.� b FOUR STORY MA150NRY BUILDIN G II i y III rl,+ '1. :I• Q I CONCRETE SLAB ' ALEXANDER P ALM O O 1 Q I� I 1',1 , "S• :;�'i•t , !J , ,.,;,:,; all OOR . ED O R GAT 1 , I: u, ''�. r� . '�.;,,•�,L. . P . G:a,.;.; r . ,E X.r � njs ,li 4 x � G L F �3AYSIDE SUBDIV UNIT A p EXISTING FIGUS o ° HINOTONIANTO RAMAIN FLAT BOOK 51 FACE 48 0 33 1 SABLE P M R r E 8 PoaU o ,Pl . ' > I 7—r— BE RELOCATED BLOCK CNCRET DE CK O 4" 'I! lie,.• ,':f i.., ,•, ^'� :1 0 0 0 r.• 0 ,I ,�, 0 1 SP 1 �,. rn 38 0 �ry WASH N , o• I I GTONIAN .1 O 0 0 ` a, LOT 3 LOT �4 I o o ° .:- � ,''::'!'' �, "I' :�: PALM TO BE 14 G 'I'�'C'' CP 0 3 NOT NOT a °Yucca o fu I o I o' PALMET 4 I I - � INCLUDED INCLUDED ,' P14LM 24 , 11 O Q 0 0 o E T T b„.� o . H L T p � 2 3 p ,; ;, . a. ;,,'. ' ���' ,• r • -' -�' �r,�.,� ;::,� ; • "' 'r;, ,! r ,,''' ' • ' I r r• , D�' I VEW/ AY R \ ti EX PALM ZP S TO � SPHALT REMAIN CONCRETE DECK $ FENCE SHED O ° 2" 15 0.5' WEST OF PROPERTY LINE � TYP 12" I GE Q �. :.z• JG , Iu 4 S/ 4 P E MG rlUilnph' ' p• bo O'(P) GONG W S 1� --- -�---� ` 40 • (J vo °:e • FOUR STORY 14 ® • •• •' . • ' ' ':: `' ` �°g° EX15T N I I z _______ -- _ a:`'. y11lf' S3 w a ®® ®�® •' « ,, I G VIB RNUM I .I, .ii ®® ' ao °::�: JG ..:..•.•...:;:�• , HEDGE TO REMAIN MA50NRY V o ® ®® 5/W q.' G BUILDING 5P RELOCATED � ® il-� W 28 I I :L,. 5F 2 R GE r® GE NEW 51C b ®® ® 3 � GU SIGHT TRIANGLE J 0 P JG PM 3 AA 5P PM 4 ® LL N FO 26 0 1 37 �' LO :2 PM 41 _n 0 t �y LAND5GAFE FLAN CONCRETE DECK d FENCE •r w•r 00 O O" O 0 '� • FLAG POLE 4 ca e: ill I I 15 ON PROPERTY LINE rr ► ° ° • JG --^�� � • 60.01(P) * r--Ir � r � -�� r 1 • • '(P) - 4' GONG 51,11, NO PARKING INTERIOR LAND5CAFING: 2,40Q 50.FT. OF 241055 5Q.FT. VEHICULAR USE. 10.12 % Sq 52 45 W 4' ONG 5/W .ove ° JG 2'VALLEY GUt"� 56 PNa"-r PpV1NG _ ---- -1 OT REFER TO SMALL 51TE RATIO PLANS FOR DE516NATION OF INTERIOR X6.63' �) 4 14 EXISTING BRICK ._ - ----'� l TE IOR ' Current parking provided - 52 (no H/G spaces to code) COLUMNS TO BE LANDSGAfi'tNG AREAS. Parking required per Flexible Development code- REMOVED _ �__ .•�'• -s" ,�p��W� �w �p� OT :ALL LA WOOD POST AND �! _ __...._ -•-- 6O � MAINTAINED NDSCAPING Y�IITHIN SIGHT VISIBILITY TRIANGLES TO BE (10500 total Sq,.ft. /1000) X 4 = 42 ROPE FENCE TO BE NED AT BELOW 3011 IN HEIGHT. (10500 total sq.ft. /10 --mn im' -111A hn g- g a REMOVED PARKING PROP05EP: 50 INCLUDING 2 H/C Landscapina No perimeter buffers are required Interior landscaping of 10016 of Vehicular Use area. Foundation Landscaping required of 5' along the street side of the building. A landscaped hedge or low fence adjacent to the parking lot for screening purposes. SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE FROTEGTED: A. HARDWOOD5 - 2/3 DRIPLINE B. CONIFERS 4 5ABAL PALMS - ENTIRE DRIPLINE. 2. UPRI6HT5 - NO LE55 THAN 2" X 2" LUMBER. 3. HORIZONTALS - NO LE55 THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND TREES BEFORE CONSTRUCTION. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT 15 OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4 -741. 7 PLANT KEY a"EC L15 BOTANICAL NAME COMMON NAME 51M CONTAINER SPACING REMARKS GE 10 Gonocar us erectus var. 5ericeu5 SILVER BUTTONWOOD V TO 10' HIGH SINGLE STEM B415 OR CONTAINER GROWN AS 5HOWN GU 23 coclocoba unlfera SEA GRAPE 30" TO 42" HIGH 7 GAL AS 5HOWN EXISTING TREE TO BE REMOVED, HR5 14 Hibiscus rosa sinensis HIBISCUS 18" TO 24" HIGH 3 GAL. NO MORE THAN 2-6" O.G. Jr. 21q Juni eru5 conl erta SHORE JUNIPER 12" TO 18" SPREAD 1 GAL. NO MORE THAN 2-6" O.G. MG 32 Mijrlca cerifera WAX MYRTLE 18" TO 24" HIGH 3 GAL NO MORE THAN 2-6" O.G. FAA 55 Plumba o aurkulata alba FLUMBAC70 18" TO 24" HIGH 3 GAL. NO MORE THAN 2' -6" O.G. PM 63 Podocar us maro h llus YEW PINE 3' MINIMUM HIGH '7 GAL. NO MORE THAN 2-6" O.G. QV 2 Quercus vir inia LIVE OAK 3" GALIPER, 12' HIGH B$B OR CONTAINER GROWN AS SHOWN VI RE 8 Russella F• uisetiform/s FIRECRACKER PLANT 18" TO 24" HIGH 3 GAL. NO MORE THAN 2' -6" O.G. SP TJM 22 134 Sable palmetto Trachelo ermum Jasminoides Minima CABBAGE PALM DWARF CONFEDERATE JASMINE 10' TO 14' HIGH 12" TO 18" SPREAD SOLID EARTH BALL AS SHOWN NO BOOTS, NOT FIRE 5GARRED NR 4 _ - hin tonia robusta WASHINGTON PALM 15' TO 18' HIGH 1 GAL. SOLID EARTH BALL NO MORE THAN 2-611 AS 5110WN O.G. ZP 3 Zamia pumila I GOONTIE 18" TO 24" HIGH 13 GAL. NO MORE THAN 2' -6" RELOCATED FROM ON 51TE O.G. PLANT 5-yMBOL5 « SHORE JUNIPER ® SILVER BUTTONWOOD ® wAx MYRTLE 0 5EAGRAPE 0 FLUMBAGO U HIBISCUS I YEW PINE 1' 5' 10' 20' GRAPHIC, SCALE PROVIDE TREES, SHRUBS AND PLANTS THAT COMPLY WITH STANDARDS OF FLORIDA GRADE #1 OR BETTER AS GIVEN IN 6RADE5 AND STANDARDS FOR NURSERY FLANT5, STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTING AREAS AND OTHER AREAS AS INDICATED SHALL RECEIVE A MINIMUM OF 3" OF FINE 5TRAYN MULCH. 50D TO BE DOT GRADE PENSACOLA BAH IA GRASS PROVIDE AUTOMATIC IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF PLANTING AND 50D AREAS AND SURROUNDING ALL NEN PLANTING AREAS. 5Y5TEM TO HAVE RAIN SENSOR WITH AUTOMATIC SHUT OFF. N d' N LL H N CD N Q w w v Q U z w Q w a V dl Q z Q w LL w v J l� z LL N w LL 7 i 06/30/Oq REV: 08/12/0(1 JAY F. MYERS AR 0004959 CARRIE MATTEOLI AR 93g0*7 (L Q O DWARF CONFEDERATE JASMINE 0 LIVE OAK IL lJ I WASHINGTONIAN PALM FIRECRACKER 0 z PLANT 0 GOONTIE N CABBAGE PALM X EXISTING TREE TO BE REMOVED, N ' ` SEE XX FOR DESCRIPTIONS PROVIDE TREES, SHRUBS AND PLANTS THAT COMPLY WITH STANDARDS OF FLORIDA GRADE #1 OR BETTER AS GIVEN IN 6RADE5 AND STANDARDS FOR NURSERY FLANT5, STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTING AREAS AND OTHER AREAS AS INDICATED SHALL RECEIVE A MINIMUM OF 3" OF FINE 5TRAYN MULCH. 50D TO BE DOT GRADE PENSACOLA BAH IA GRASS PROVIDE AUTOMATIC IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF PLANTING AND 50D AREAS AND SURROUNDING ALL NEN PLANTING AREAS. 5Y5TEM TO HAVE RAIN SENSOR WITH AUTOMATIC SHUT OFF. N d' N LL H N CD N Q w w v Q U z w Q w a V dl Q z Q w LL w v J l� z LL N w LL 7 i 06/30/Oq REV: 08/12/0(1 JAY F. MYERS AR 0004959 CARRIE MATTEOLI AR 93g0*7 (L Q < 0 0 v a-1 � IL lJ I X aU 0 z L � v N ul N X p[ m � � r I ~ Jr Q U) I 111 F-- V VI U) ,^ Ty O t� 1— I T N r A O IL m v LLV t� V l� Q 0 0 � � z � 0 0 LO w L -1 LANDSCAPING PLAN OF L -2 1 c 5 89 °5245" E 3.5 I I EX GARBAGE PALM 4" I 2. I EX DATE PALM 18" 1 BAY SIDE SUBDIV 15110 N NO. 6 UNIT A z o PLAT BOOK 51 PAGE 48 O 0 BLOCK 4. EX CABBAGE PALM 4" rn LOT LOT 4 4.0 NOT NOT 4" Yu 6" PALMS 0 o INCLUDED o INCLUDED 6" PALME O tree on site, to remain l� �I .r CONCRETE DECK 8 FENCE I I 15 0.3' WEST OF PROPERTY LINE 10" Washington Palm - young tree, relocated I EXISTING HEDGE ION 2.0 NEIGHBORING PROPERTY S I I FOUR 5TORY remove MA50NRY 1.5 I I BUILDING q• 1.5 6" X 20' Cabbage Palm - weak tree, maybe dangerous 10. O Multi -stem approximately 4" diameter Ficus - declining will CONCRETE DECK 4 FENCE J be removed I 15 ON PROPERTY LINE 1.5 Multi -stem approximately 4" diameter Ficus - declining will Sq °52'45' iff A" BOAT SL.1P5 N w004 5q 60.0'(P) TIKI HUT • 10.0'(P) I 60NGRP-7re 0 DECK Fp,RKING V'" ' O :,,�: ••�•, r:';', °ar;��tt;;l,lr;, ,_ I,,.,,�1,;. AWALL 2 "r 3 14.6 5 ( r17r, r 1,. .:i °�i � ,, "j ` : i!:'rr';:, , 'fii' :rr• +;. c '�'� ` � Y ld% � It,�: - s'I,•I �'I� : 154;1•Pi+1';, '4 ",:a.. .'li,. I''I,� • { f I'; H', ;'I':;II �,�� '';l i; :o'�•�,,• '�',�• °�f,;; :'�, ' {I, .L,•. .,,I, .1,' {,i'y+,! >,�, W 5 `lll CONCRETE SLAB I+ vr• , Ii ail Vi�� .•ii`'i,,• � ! tj. ;, j�,'q;:,. .'�a" 'r >�,,,, :,:•, +` ,,,,,; u / / I 2 L, / -O TO BE REL GAT D '`� ''�'�'' , �� '`4.1 ° `'i:. �fSH �L �I .t' y O TO BE Woos RELOCATED N SHED W O 0 rol I SIGHT TRIANGLE WOOD POST AN ROPE FENCE TO REMOVED 1 36.13'( 8 ! / lot-a" 'i' 'lip ":i1'• �•v,'j' •ri ,�'' "�;i,';'• Ty�l4�;.,,, „r. II �''I.,J, :',I 717+,1 - '•r,'I� i�.,,�,;,l�;t�!�'' I 1117; 10 D" t, it •I l j '; 1'i 4 ti. I' �1 O I,l6j I TO BE RE OGATED 17 �:,r "r`' '•�'. ".;r''��1'w, ", ;�,. I ,1 \ I; r ELOGA TYP I \ 11 1` TO BE REL66AtED EIS 1a E REL06A \ \ 10 t13 I I \ 1 41 21 V ... ' 2O O it; NEW SIGN F I �\ I _ r X13 bo.o' P NEW TRANSFORM R LOCATION (P) 4' GONG S/V ! 4' GONG 5 /YV °eg °• '° 26. 5 P 2'vP`�►�Y GUTTER 06.63'(F) EXISTING BRICK pHp► -T SPECIFICATIONS -W COLUMNS TO BE OOD BARRIER I REMOVED 1. MINIMUM RADIUS TO BE PROTECTED: WOOD POST AND A. HARDWOODS - 2/3 DRIPLINE ROPE FENCE TO BE B. CONIFERS 4 SABAL PALMS - ENTIRE DRIPLINE. - - REMOVED L --- - y0 Raw 2. UPRIGHTS - NO LE55 THAN 2" X 2" LUMBER. 3. HORIZONTALS - NO LE55 THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND TREES BEFORE CONSTRUCTION. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT 15 OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. TREE SURVEY FOR Clearwater Yacht Club 830 Bayway Blvd. Clearwater Beach, FL 33'76"7 Survey done on June 1q, 200q Tree No. Rating 1. 3.5 8" cabbage Palm - to remain, fair condition 2. 3.0 8" Queen Palm - to remain, fair condition 3. 3.0 8" Queen Palm - to remain, fair condition 4. 4.0 6" triple Alexander Palm - to be relocated, nice condition 5. 4.0 Multi -trunk Ficus - good tree except multi- trunk, only shade 0 tree on site, to remain 6• 4.0 10" Washington Palm - young tree, relocated -7. 2.0 6" X 20' Cabbage Palm - probably break In a wind storm, remove 8• 1.5 6" X 18' Cabbage Palm - weak skinny trunk q• 1.5 6" X 20' Cabbage Palm - weak tree, maybe dangerous 10. 1.5 Multi -stem approximately 4" diameter Ficus - declining will W be removed 11. 1.5 Multi -stem approximately 4" diameter Ficus - declining will be removed 12. 2.0 6" Cabbage Palm - to be removed 13. 1.5 6" Cabbage Palm -to be removed, damaged trunk 14. 1.5 8" cabbage Palm - to be removed, damaged trunk 15. 1.5 6" Cabbage Palm - to be removed, damaged trunk 16. 4.0 10" Washington Palm - to be relocated, nice tree 1 4.0 8" Washington Palm - to be relocated, young tree 18. 4.0 8" Washington Palm - to be relocated, young tree 1q• 4.0 8" Cabbage Palm - to be relocated, young tree 20• 2.5 8" Cabbage Palm - to be removed, older tree 21• 2.0 8" Cabbage Palm - to be removed, older tree 22• 2.0 Bottle Bush - to be removed, near end of life 23• 2.0 Bottle Bush - to be removed, near end of life z LU z FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MA55 BETWEEN MIDDLE AND BOTTOM OF ROOT MA55 SPREAD O I- z � ul �a T SURV RYOR5 �C TAPE THREE ITAKE5 AT 120 APART 20 GAGE GALV GUY WIRE = i 1- SPREAD Q� U* 0' ,,0017 OEGKING �r • uI 0 FOOL -tI DECK • v NEW DECK S ABOVE I I ` F.•, �4 r, ASPHALT DF 4, pNG 5/W a A (1 AY WO all EXI TIN& CABBAGE 4" PALMS 4.. � „ O FOUR 5TORY MA50NRY V m (1 BUILDING �► r Z C� 3 EXISTI G PINES N O �x - -8 O EXISTING HEDGE ON NEIGHBORING PROPERTY ERTY 1,00 L 7 4"9 POOL WITH EQUIP. v CONCRETE DECK E A AR 6" 7 lc�6" 0 EXISTING CABBAGE i{ PALMS O 6" { EXISTING PINES 2 4' GONG 5/W 23 60.0'(P) , 0000. ' � •.� � •' �'•.� •'�'• TREE PRESERVATION PLAN ca e: = 20 ft 1' 5' 10' 20' GRAPHIC SCALE ` ALL SHRUBS /GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACIN(S. MULCH 3" C14 FROM STEMS 4-j- -{- "' 18 M N. SETBACK FOR SHRUBS -� 3" MULCH LAYER $ 6ROUNDCOVER5 L 3 TO 5 TIMES WIDTH OF ROOTBALL SPREAD SHRUB $ GROUNDGOVER PLANTING DETAIL N.T.S. - RUBBER HOSE LAPED 0 TRUNK - 2" X 2" X 8' 5TAKE5 -MULCH 3" FROM TRUNK ,MULCH 3" DEPTH - TILLED AND 1-005ENED NATIVE 501L BAGKFILL NOTE: SET ROOT BALL 2 TO 4" ABOVE GRADE -UNDISTURBED 501L 2 TIMES THE WIDTH OF THE ROOTBALL SPREAD TREE PLANTING DETAIL. TILLED AND LOOSENED N.T.S. NATIVE SOIL BAGKFILL ��� ROOTBALL 1. ALL WOOD SHALL BE 5PRUCE OR PINE PRE55URE TREATED. FERTILIZER TABLETS 2. REMOVE ALL 5TRIN6 l$/OR WIRE WRAPPED AROUND TRUNK. AS SPECIFIED. PLACE AROUND 3. REMOVE ALL STRAPS, ROPES, WIRE, 4 /OR STRINGS U5ED TO LIFT THE ROOTBALL. ROOT UNIFORMLY BETWEEN 4. REMOVE ALL BURLAP l$/OR WIRE FROM THE TOP OF THE ROOT BALL. MIDDLE AND BOTTOM 5. TOP OF ROOTBALL TO BE SET 2" TO 4" ABOVE 5URROUNDIN6 FIN15H GRADE. OF ROOT MASS. Y da O.G. SPACING BACK OF CURB/ BED LINE PREPARED PLANTING BOIL PLANT SWAGING DETAIL (SECTION) EXISTING UNDISTURBED SOIL N.T.S. PRUNE AND TIE FRONDS TRUNK SHALL BE 5TRAI&HT AND WITHOUT CURVES, FREE OF SCARS, BURNMARKS AND BOOTS IW1 V 5 LAYERS OF BURLAP, z 5 - 2 "x4 "x16" WOODEN BATTENS, CONNECTED WITH 2 -3/4" STEEL BANDS. 2 "X4" WOOD BRAGS (3 EA,, MIN.) NAIL TO BATTENS 4 STAKES U) (3) 2 "x4 "x36" WOODEN STAKES ® 6" 501L SAUCER AROUND PLANTING HOLE. 3" MULCH LAYER EXI5TIN& UNDISTURBED SOIL MIN. 3 TIMES THE WI TH OF THE ROOTBALL SPREAD PALM PLANTING DETAIL N.T.5. HARD1NOODS DRIP LINE •rl)- 7/=k nl= 1ln1=1= I iwi= / UPRIGHT PT 2X2 PT 1X4 -T-Lr V ^OOD BARRIER DETAIL 06/30/Oq REV: OS /12/Oq JAY F. MYERS AR 0004959 CARRIE MATTEOLI AR 93907 _A Q� O IL IY W �Q V v ,T_ V !� A U J LL 0 0 � � z o ° LU N.T.S. I L_2 TREE PRESERVATION PLAN of L -2 O QL X `�. v, Q 0 4-1 LL LU X (a) 0 L z t� V � V/ L W N V � m m w r N Lo � V ( r � O O .aG. r" < O LI) r , � N r _A Q� O IL IY W �Q V v ,T_ V !� A U J LL 0 0 � � z o ° LU N.T.S. I L_2 TREE PRESERVATION PLAN of L -2 LE6END GONG = CONCRETE SAN = 51DENA LK IE = INVERT ELEVATION ELEV = ELEVATION W/ WITH GLF = CHAIN LINK FENCE EP = EDGE OF PAVEMENT = MISCELLANEOUS TREE p = CITRUS TREE •E = PALM TREE } = PINE TREE = SANITARY MANHOLE = SPRINKLER HEAD = 516N = LIGHT POLE ®= WATER METER �� = WIRE PULL BOX LB = LICENSED BUSINE55 HDCP = HANDICAP PK40 = PARKER KALON NAIL 6 DI5G BFP = BACK FLOW PREVENTER (C) = COMPUTED DATA (F) = FIELD DATA (P) = PLAN DATA (D) = DEED DATA FGM = FOUND CONCRETE MONUMENT FIP = FOUND IRON PIPE FND = FOUND 5CIR = SET 5/8" IRON ROD AND CAP LB24 5 N/D = SET NAIL I$ DISC LB24 CURVE 1 DELTA =0q °02'15" (C) ,SR0= 11811'(0) CHORD= 115.5q'(F) CHORD BEARING =5 65 °36'07" W CURVE 2 DELTA =0q °02'15" (G) RADIUS= 632.56 (G) 632.64'(P) CHORD= gq.68'(F) gq.6q'(P) CHORD BEARING =N 55 036'07" E a� FND "X" IN SIDEWALK �- 5 89°5245" E T ,)0 120.01(F) �h D< 120.12'(F) D<' - - 60.OZP� X hah I 0.-P 49 h I 4" © hh BAY51DE 5UBDIV15IbN 101 fol 1b" 'NO. 6 UNIT A Z o PLAT BOOK 51 FA &E 45 0 BLOCK1 1,+',11 j/ 4„ p " I LOT 3 LOT 4 M I NOT I NOT 4" "U , o INCLUDED o INCLUDED 6' PALMEE O I b of h I CONCRETE DECK d FENCE 15 0.5' WEST OF PROPERTY LINE FOUR STORY MASONRY BUILDING ohm I I *4o� "p CONCRETE DECK 4 FENCE I I5 ON PROPERTY LINE 0 60.01(P) eao, P) �h FIP 1 1/2.1 � h -- --0 - 5 5q 052'45" E 26. ?5'(P) 26.63'(F) SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CLEARWATER, PINELLAS COUNTY, FLORIDA 50AT 9LIP5 GL��`R� hhh 5ew^� -L pEGKIN& .0� 2540�F X x 6o.o'(P) FIP 1„ � V, 0.52' h 6p.0'(P) TIK► BOAT SLIPS HUT X i bry bry h . 60.0'(P) GONGRE'fE o LQT 11 na h'� Q ' DECK X h'0p pEGKING POD 60.0'(P) I .. 0 �h h� D^ nc 5 N/D PARKINCo �o'I ?� �. 8' P�K a 4q.0'(P) Eg T ;h 0 '!2 N pEG SEAWALL �iURVE 2 'h FOB PART OF SPPG - 6ROI 1N►� 0 (()) 3.O`�' 14.6 '(D) LOT '1 PARCEL n T y = Og7 5 14.65 A" PARCEL "� BENCHMARK e2 N P F °PB81J TRAY PT' �' m I 5 N/D ah ELEVAnON = e.az (3)6' C� �J# -A- Ob OR p./ERHAN 1h .i, h' --- h i CONCRETE SLAB I 12 "FIGUS h^p, +� / / / I O GR D< EGOND PLO I LA; � � a n^ I HpGP 1 LOT 10 00 . 0* ' ` hob ° / I / �, y b 15, / ( PIN15H 1:1-00K 4.21' w a� / / t,0 TER YPOHT '�/ l Al , I1 GLEA BU11 I��' S r DK D*I 8 1NLET h .0 ..J / •x O 5.41 / � t 0 o h TNPE 0.6'1' { \ '0100 A a� lop / O I LOT �0 I / �� 650 A \ LOT 5 I L \ \ \ $ a� 10" ED O h� \ I \ \ \ h) CO my PSP14ALT pRIV!-' "' °' °" SH I \ �►`1 h .h D I 14" ` 1 I HD �0 my n WOOD T�osr d o �� 1I \.Q HDGP� 0 111 10 G�" 8"FIGU �` \ \ ROPE FENCE I <l� ® $PP h GAN $OX VIP �` Ix �` (HEIGHT VAfdIES) h. �Q 0'� Q ' -� \„ .��11c�„ ' •o a . n INFO. to, *�' - 0 e<71.5" 8F> VP�'E 4 rpNG 5�W POOL nD` D`' - �,pNGRE'� p,SPHA► -T WILLOW h� -8" WILLOW tom! 0# 60.0 (P n'y h• nh I 4" Dill' aV � vi 04" „ Q FOUR STORY e ' MASONRY r11 BUILDING cH� � 8.. D^ 0 � X filoo P �4„ � p�tEA6" POOL WITH CONCRETE DECK v PGM 4,.X4,. q.' GO1yG 5/►N 2 DK' of �. n - - A. 6A5 1 w �� o �� ENTER cQ \ \ h�0 IT pRIVE►^�`Y (00.0'(P) yu�0 0 60,0'(P) a. .D<' N Sq 52 45 W -a- a. \ Oh ASPHA►- a ' a' goon hoa . + 42. I 1- 1.3q(P) TO GUS T LINE -�� On^ Da� ----� �� 26.63'(F) h• ELEVAnON =5s2 a f �` PILLAR W/ LII T b^ . Tp PAR �,._..• WOOD P05T 4 PILLAR W/ LIGHT o^ 15 4 P) O,URB 114 �.p ROPE FENCE o l h' i ----- 8" FIP 1., (BENT) O. HEIGHT VARIES) a n ^ 91NN a i D< �^� D` hh� TOP y' D`' 36.13' � DO NO'r ENtER X ` X X x X„ 65.20'(P) q, GphIG 5/Ni 7HR, NO PARKIN& FIP 5/4 ° W GONG 5/W P CURVE 8' a' LEY eU1-�R °`' a°`aw Ne 0 10 20 40 6RAPHIC SCALE SCALE: 1" = 20' D`' Zti pa?H- Ur PAS/► LEGAL DESCRIPTION PER OFFICIAL RECORDS BOOK '1428, PAGE 108? PARCEL "A" , W (p) Lots 5 and 6 and that part of Lot '7 described as follows: --�� 60 CO ---'" I Begin at a point in the North boundary line of Lot *7 which said point is located 14.65 feet East of the Northwest corner of said Lot 7 for a Point of Beginnin , and from the Point of Beginning thus established, run thence West h' - ----- -- �� along the North boundary of said Lot '1 a disjance of 14 65 feet to the Northwest corner of said Lot 'T• th SURVEYOR'S NOTES: 1. TYPE OF SURVEY. BOUNDARY SURVEY (61 61'1 -6.002 (8)(B)). 2. THI5 SURVEY MUST BEAR THE 516NATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER IN RE5PON51BLE CHARGE OF ITS PREPARATION, OTHERWI5E THE SURVEY 15 NOT VALID AND 15 FOR INFORMATION PURPOSES ONLY. 5. UNDERGROUND IMPROVEMENTS AND /OR ENCROACHMENTS (IF ANY), SUCH AS FOUNDATIONS AND UTILITIES, HAVE NOT BEEN 5HOWN. 4. BEARIN65 SHOWN HEREON ARE BASED ON THE SOUTHERLY LOT LINE LOTS 8,q,10,11 AND 12, BLOCK "D" BEING N 51004'5q" E, AS 5HOWN ON PLAN. 5. THE BOUNDARY SURVEY 5HOWN HEREON WAS PERFORMED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE, THEREFORE, THE UNDER516NED SURVEYOR MAKES NO 6UARANTEE5 OR REPRE5ENTA�TION5 REGARDING INFORMATION 5HOWN HEREON PERTA�ININ6 TO ANY EASEMENTS, RE5ERVATION5 OR SETBA�CK5. 6. ELEVATIONS 5HOWN HEREON ARE BASED ON A 4" X 4" CONCRETE MONUMENT WITH A BRA 55 DI5C STAMPED "I' AT THE NORTHEAST CORNER OF 6ULF\/IEW BOULEVARD AND FIRST STREET. ELEVATION = 4.92' (NORTH AMERICAN VERTICAL DATUM 1 q88) ON -51TE BENCHMARKS ARE DESCRIBED AS FOLLOWS: BENCHMARK #1 - PARKER KA LON NAIL 6 V15C "PB5S J TRAV PT" IN ASPHALT. ELEVATION = 5.52' BENCHMARK #2 - PARKER KA�LON NAIL $ D15C "PB58.J TRAI/ PT" IN ASPHALT. ELEVATION = 5.62' 5300 West Cypress Street, Suite Tampa, Florida 33601-1 184 Ph. (513) 282 - 12 ?5 Fax (513) 286 -1201 (9)PBSS J 2004, All Rights Reserved CLIENT CLIENT CLEARWATER YACHT CLUB PROJECT CLEARWATER YACHT CLUB TASK BOUNDARY SURVEY ,run ence Southerly along the boundary line between said Lots 6 and 7 to the Southwest corner of said Lot '7; run thence Easterly along the Southerly boundary of said lot 't a distance of 15.55 feet; run thence Northerly in a straight line to the established Point of Beginning: said point being In Block "D" of BAY5IDE SUBDIVISION NO. 6 - UNIT "A", according to the map of plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. PARCEL "B" Lot 'i, less and except that part described as follows: Begin at a point in the North boundary line of Lot 'T which said point is located 14.65 feet East of the Northwest corner of said Lot 1 for a Point of Beginning; and from the Point of Beginning thus established, run thence West along the North boundary of said Lot "7 a distance of 14.65 feet to the Northwest corner of said Lot T; run thence Southerly along the boundary line between said Lots 6 and '1 to the Southwest corner of said Lot 7; run thence Easterly along the Southerly boundary of said lot "7 a distance of 15.55 feet; run thence Northerly in a straight line to the established Point of Beginning; also all of Lots 8, q, 10 and 11 in Block "D" of BAY5IDE SUBDIVISION NO. 6 -UNIT "A ", according to the map or plat thereof as recorded in Plat Book 51, pages 48 and 49 of the public records of Pinellas County, Florida. Together with submerged land and riparian rights appurtenant thereto. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND CONTROL, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYRS AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND CHAPTER 61 G17 -6, FLORIDA ADMINISTRATIVE CODE. PB54J LB 24 William H. Fulghum Professional Land Surveyor #4995 State of Florida OR16INAL LARCH 2004 4 REV1510N5: 1 Added Elevs 50' outside of Prope ty 5 02/04/05 2 6 3 � EME3055W JOB NO. �!- DRAAN RM CHECKED RAC' QC DMC FIELD BOQ!P73 5HEET1 0F1