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FLD2009-02004
PLANNING DEPARTNIENT April 21, 2009 Istvan Peteranecz Behar Design Associates 103 Rogers Street Clearwater, FL 33756 CITY OF C L EARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOuni MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 RE: Development Order - Case FLD2009 -02004 1154 - 1160 Mandalay Point Road Dear Mr. Peteranecz: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On April 21, 2009, the Community Development Board reviewed your request for Flexible Development approval for a new single family detached dwelling within the Low Density Residential (LDR) District with a lot area of 108,700 square feet, (74,445 square feet Open Space /Recreation (OSR) and 34,255 square feet LDR), a lot width of 242 feet, a reduction to the tide (north) setback from 15 feet to 10 feet (to building), a reduction to the side (south) setback from 15 feet to 10 feet (to building), a reduction to the rear (west) setback from 15 feet to zero feet (to raised pool and building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 feet 34 feet (to midpoint of pitched roof) as a Residential Infill Redevelopment Project as per Community Development Code Section 2- 104.D. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 2.50 acres is located approximately 830 feet north of the intersection of Mandalay Point Road and Eldorado Avenue; 2. The property is currently vacant; 3. The proposal is to redevelop the site with a new 9,798 square foot single - family detached dwelling; 4. The proposal includes a lot area of 108,700 square feet (74,445 square feet Open Space/Recreation (OSR) and 34,255 square feet LDR), a lot width of 242 feet, a reduction to the side (north) setback from 15 feet to 10 feet (to building), a reduction the side (south) setback from 15 feet to 10 feet (to building), a reduction to the rear (west) setback from 15 feet to zero feet (to raised pool and building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 feet 34 feet (to midpoint of pitched roof); and 5. There are,no outstanding Code Enforcement issues associated with the subject property. Mot °Frou, Fiumrnau sun A—A, F.., 11 Conclusions of Law: 1. That the development proposal is consistent with the Maximum Development Potential Standards as per CDC Section 2- 101.1; 2. That the development proposal is consistent with the applicable Standards and Criteria as per CDC Section 2 -104; 3. That the development proposal is consistent with the Flexibility criteria as per CDC Section 2- 104.13; and 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per CDC Section 3 -913. Conditions of Approval: 1. That the final design and color of the proposed single family detached dwelling be consistent with the elevations approved by the CDB; 2. That a minor lot line adjustment be submitted and approved prior to submittal for a building permit; 3. That all permits from any regulatory agency be obtained prior to the issuance of any building permits; and 4. That the applicant obtains all necessary sanitary disposal and treatment permits prior to the issuance of any building permits. 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 (April 21, 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 -5023 by the applicant or by any, person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on May 5, 2009 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call A. Scott Kurleman, Planner III, at 727 -562 -4553. You can access zoning information for parcels within the City through our website: a�,,,v. myclearwater .com /govideptslplannin . Sincerely, Michael Delk, AICP Planning Director S: IPlanning Department l C D BIFLEX (FLD)Ilnactive or Finished Applications Mandalay Point 1154 -1160 Gills (LDR) 2009.04 - Approved - SKIMandalay Point Road 1154 -1160 - Development Order.doc 1 t_ Cle rwat. Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727- 562 -4865 14 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION 0 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 0 SUBMIT APPLICATION FEE $ 4 7 5. 0 0 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: " RECEIVED MAR NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) SIC FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 07/11/2008) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: JAMES P. GILLS III AND JOYCE P. GILLS _ MAILING ADDRESS: 1160 MANDALAY POINT ROAD CLEARWATER FLORIDA 33767 PHONE NUMBER: (727)441-8845 FAX NUMBER: CELL NUMBER: (7 2 7) 8 71- 2 9 0 0 EMAIL: PIT @STLUKE SEYE . COM PROPERTYOWNER(S): ...DAMES_.......P....- - GILL. S.. /........_I_I_I_.... AND.. .....JOYCE....._.P........_.... GILLS......_.........._ ..............................__... .............._................ List ALL owners on the deed AGENT NAME: ISTVAN PETERANECZ /BEHAR DESIGN ASSOCIATES MAILING ADDRESS: 103 ROGERS_STREET, CLEARWATER FLORIDA 33756 PHONE NUMBER: (72 7) 488-9490 FAX NUMBER: -� CELL NUMBER: EMAIL: ISTVAN @BEHARDESIGN. COM B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: GILLS RESIDENCE PROJECT VALUATION: $ 2 , 5 STREET ADDRESS . _11.6.... . „MANDALAY „_.._PO,INT ROAD............_ CLEARWATER ,,,,,,...._FLO,R,I,DA.__...... PARCELNUMBER(S): 3_ 2L 28/15/54702/000 140 & 32/28/15/54702 000L] PARCEL SIZE (acres): 2.4954 . PARCEL SIZE (square feet): _10 8� 7 LEGAL DESCRIPTION: SEE EXHIBIT A PROPOSED USE(S): SINGLE FAMILY RESIDENTIAL DESCRIPTION OF REQUEST: SEE EXHIBIT B Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) C: \Documents and Settings \derek.ferguson \Desktop \planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) Dl SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. DU 1. 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: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. SEE EXHIBIT B 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. SEE EXHIBIT B 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. SEE EXHIBIT B __. ORIGINAL RECEIVED 4. _ The proposed development is designed to minimize traffic congestion. P"AR 2309 S. .........................................__........__....__........._.._.........._..-----......_.._.._....._..._._._...............................---....._..... __.............__- ..........._- -._._..._......._ .............. _ ......... ..- .......... _..._.._....... ._I,. MAMA! "�`,............. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. S E.E....__EXH I B_ I_ T......_ B ...................... ..........- .................._. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. SEE EXHIBIT B .. . ....... . ........ . ...... _ .... . ............. _ ....... ... ...................... _... ..... . .......... _ ........ ...........__ ........... _ ................ _.__ ................................ ..._...... _ ............. ........... - ..................... _.- ................................. _. ..................................... _ ................... _ .......... . ........... ................................_._... ................................ _. - .........._._... CADocuments and Settings \derek.ferguson \Desktop \planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 2 of 8 I WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) 0 Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. SEE EXHIBIT B 2. ...... . . ........... ............... . . . ................ . -.1 . . ....... . ..... . . ............... . . . .............. .. . ................................. . ................. . ........... . ....... . ....... . ............ ........... . ........ . . ..................... . ............ . . ................. . ............. I . .. . ............ . ............... . ............. . . ........ ............ The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (include the existing value of the site and the proposed value of the site with the improvements.) SEE EXHIBIT B 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. SEEE..X.H.T.-B I�T B .. . .......... — ................. . . .................................. . . ............ . . . .......... ........ .. ....................... ... . ....... .................................. . ........ . ............ . . ................. . .... . ....... . ... . . . .. . ........ - .. . . .................... ... . ...... . . .. . .. . ................................... ............. . ... 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. .SEE EXHIBIT B, ................. . . . . ............ ............................................... . ..................... .... I .............................. . ................. -- ........... ... . ........ . ............ . . . . .............. . ..... . ...... ................. . ................... ..... . ........... ... . ......... .................................... ......... ------- - --- --.— 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. SEE EXHIBIT B .................. ........ .. ........ . .. . ................ . ... . .......... . ... . .. . ........ . ............. I-- . ................... . ... I .......... . . . .. I ... . ............... I ................ . I ......... . . . ..... . .... . . .............. . . . ...... 1. . . . ........... . ... .... . . . ......... -1 . .. . ........... . ..... ............ .................... ......... .................... 6. ORNGINVAL The design of the proposed residential infill project creates a form and function that enhances the community Vmtrfib immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. SEE EXHIBIT B MAR -L 3 2009 ... . ....... - ..... . ......... . ......................... ....................... . . . ........... . ...... .............. . . .... ............................... --- ....... . ..... . ....... . ......... . . ... ? ........... . . .... . . ....................... . ........................... .. . .. . ............. . .. . ........ . ......... LANNiNg Pr' ................... ................. .... I .............. .............. -.- ............. . --.11 ....................... I . ..... ...... . ......................................................... ........................... .............................. I ................................................... . ....... W....... . . .............. ........... ...... ... CL, -E, A' 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. SEE EXHIBIT B .................... .. . . ..................................... . .. . . I-- . .............. . . . .................. . . ....................... . ................. . ............... . ......... . ............ . ... . ........ ............................ . ..... . ............................... . ............................. . ........ . ...................... . . . ........... . . . .... . ... . . . .............. ..... . .. . .............. . .. CADocuments; and Settings\derek.ferguson\Desktop\planning dept forms 0708\Residential Infill Project (FLD) 2008 07-1 1.doc, Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) N/A ❑ 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. 0 If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. SINGLE FAMILY RESIDENTIAL ❑ 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 seal 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): Stormwater plan as rioted 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; IM TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; 1ffi LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). N/A Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; ❑ ORiGINAl. PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is PREttIVED N/A C�. tY ❑ COPY OF RECORDED PLAT, as applicable; PEAR 18 2009 ,N/A "WW.4T Wly OF CLEARWYAIn, CADocuments and Settings \derek.ferguson \Desktop \planning dept forms 0708 \Residential Inrill Project (FLD) 2008 07.11.doc Page 4 of 8 G. ' SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) Do DO SITE PLAN with the following information (not to exceed 24" x 36 "): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; • Footprint and size of all PROPOSED buildings and structures; • All required setbacks; • All existing and proposed points of access; • All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including X description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X 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 X and water lines; All parking spaces, driveways, loading areas and vehicular use areas; N/A 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 X {per Section 3-201 (D)(1) and Index #701 }; NA Location of all landscape material; NSA Location of all onsite and offsite storm -water management facilities; N,IA Location of all outdoor lighting fixtures; X Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level One (flexible standard development) and Level Two approvals. A floor plan of each floor is X required for any parking garage requiring a Level One (minimum standard and flexible standard) or Level Two approval. .................. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: X Land area in square feet and acres; X Number of EXISTING dwelling units; ................. X Number of PROPOSED dwelling units; X Gross floor area devoted to each use; .................. Parking spaces: total number, presented in tabular form with the X number of required spaces; Total paved area, including all paved parking spaces & driveways, X expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; X Building and structure heights; X Impermeable surface ratio (I.S.R.); and N�A Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8' /2X 11); EXISTING ..................... _...... 2. - ..- .... -....- - ...... 2 REQUIRED PROPOSED ___.__2 0,0 00 - -. ...._ ..... _ ............. 1 4 _ 30' _ __....___ 3 -4. 0.60 I FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One -foot contours or spot elevations on site; ORIGINAL N/A Offsite elevations if required to evaluate the proposed stormwater management for the parcel; RLCEINX -D _V„X All open space areas; MAR i �0� • Location of all earth or water retaining walls and earth berms; A`!! • Lot lines and building lines (dimensioned); FLAWNg �j ;, _ ClfY ^1r CL W X Streets and drives (dimensioned); X Building and structural setbacks (dimensioned); X Structural overhangs; C: \Documents and Settings \derek.ferguson \Desktop \planning dept forms 0708 \Residential Infll Project (FLD) 2008 07- 11.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) N/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. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) X BUILDING ELEVATION DRAWINGS —with the following information; X -., All sides of all buildings; X Dimensioned; X Colors (provide one full sized set of colored elevations); X Materials; N REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/z X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) N/A ❑ 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) ORIGIN' ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). RMEI Y ED ❑ Reduced signage proposal (8 1/2X 11) (color), if submitting Comprehensive Sign Program application.. MAR 18 '92009 CKY OF C:\Documents and Settings \derek.ferguson \Desktop \planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 6 of 8 It: K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) N/A ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. X Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: N/A 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. M Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. —_X Fire Flow Calculations/Water Study is not required. �pt�► CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FCAPINAL CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUSRIVERENED RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. MAR 18 2009 If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4 �Nft i® r M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representativ to visit and photograiA the property de*ribed 0his a4lication. Sign or STATE OF FLORIDA, COUNTY OF PIN LLAS Sworp to and subscribed before me this %_ da � - A.D. 20,3 o me and /or b ,who is personally nown ias produced as iden if ation. Notary public My commissi n expires: 1-2-Li /10 CADocumenls and Settings \derek.ferguson\Desklop \planning dept forms 0700\Residential Infill roiep�%�• 0008 ONO.. U'lic State of Florida Page 7 of 8 ?o Karen Tuder Skop My Commission DD530013 %A. 4 or no` Expires 0312412010 N. 1. 2. 3. AFFIDAVIT TO AUTHORIZE AGENT: Provide names of all property owners on deed — PRINT full names: That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): That this property constitutes the property for which a request for a: (describe request) RG YL t-A CT An r,- (AcAzn -60 J--T;7 4. That the undersigned (has/have) appointed and (does/do) appoint: AT4 as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That`(I/we), the unidem' n. d authority, the foregoing is true and correct. UD Property Owner Property Owner RECEIVED Property Owner Property Owner 4AIR-1Z �2109 STATE OF FLORIDA, PLAW01% COUNTY OF PINELLAS CITY OF CLEARWA Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this. day of personally appeared who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Notary Public State of Florida Karen Tuder Skop My Commission D0530013 OF Expires 0312412010 Notary Public Signature Notary Seal/Stamp My Commission Expires: _I 0 CADocuments and Settings\derek.ferguson\Desk(op\planning dept forms 0708\Residenti.91 Infill Project (FLD) 2008 07-1 I.doc Page 8 of 8 WJT 11 Mh EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL REDEVELOPMENT PROJECT 1154 & 1160 Mandalay Point Road The project site is located on North Clearwater Beach on Mandalay Point and includes land on the east and west sides of Mandalay Point Road, a private road. The total property is comprised of two parcels: Parcel 32/28/15/54702/000 /0140 (1154 Mandalay Point Road) and Parcel 32/28/15/54702/000 /0160 (1160 Mandalay Point Road). There are currently 12 developed homes in this area of Clearwater Beach including the two residences located on the subject parcels. The two parcels are zoned "LDR" and "OS /R" both with a land use designation of "RL" and "P ". The purpose of this request is to allow the Applicant to demolish the two existing residences, which were originally constructed in 1946 and 1951, build a new home on Parcel 32/28/15/54702/000 /0160 (1160 Mandalay Point Road), and reallocate '10 feet from Parcel 32/28/15/54702/000 /0140 to Parcel 32/28/15/54702/000 /0160 so that the new dwelling will meet the required side setbacks on the north and south. The two modified parcels will comply with the "LDR" District minimum development standards for lot area (i.e. 20,000 sq. ft.) and lot width (i.e. 100 ft) under the provisions of section 2 -102. Mandalay Point is an unique area of Clearwater Beach as each lot fronts both the Gulf of Mexico and Clearwater Bay. Although the area was platted in 1936 with 27 lots, many estate homes were built on multiple lots resulting in the current configuration of 13 tax parcels (one of which is currently vacant) and twelve homes. This particular property includes portions of four platted lots each having a lot width of approximately 60 feet. The depth of the property is approximately 450 feet to the mean high water, line due to accreted lands to the West. The developable depth of the property, based on the location of the Coastal Construction Control Line ( "CCCL ") and excluding the private road and property east of the road, is approximately 110 feet. Specifically, the Applicant under the provisions of Section 2- 104.D., requests Flexible Development approval to permit a detached dwelling as a Residential Infill Project in the Low Density Residential (LDR) District with: (i) a reduction to the rear (west) setback from 15 to zero (0) feet from the Coastal Construction Control Line (CCCL) (to raised pool and building); and (ii) an increase to the maximum building height from 30 to 34 feet (to midpoint of pitched roof); ORIGH4 RECEIVED MAR 18 2009 PLAN"& pr WIVENT CRY OF CLEARWAI.TM Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The subject property has residential homes to the north and south with private and public beach land to the west and a private road and dock to the east. Each of the other homes on Mandalay Point has the same amenities. The requested deviation from minimum rear setback and maximum height requirements will not disrupt the harmony or scale of.the neighborhood. The new residence will be set back 10 feet from the north and south lot lines at an average distance of 15.5 feet from the private road. As such it will not impair the view of the neighboring property owners. As to the height, the proposed residence is cornpal.ible with other homes in the neighborhood. The house located at 1170 Mandalay Point Road, which abuts the northerly property line, has a height of 47.69 feet above NAVD at mid point of roof as compared to this request for 45.0 feet above NAVD (34.0 feet to midpoint of pitched roof). Furthermore, 1176 Mandalay Point Road is not elevated above grade; if it were elevated per current building code with finished floor 13.0 feet above, its current height would be 44.7 feet (i.e. 31.7 feet +13.0 feet) above NAVD to bottom of truss. The size of these lots and estate homes naturally requires a higher roof to provide adequate design and engineering of the roof support system. 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The value of the subject property and the surrounding properties on Mandalay Point is significant because of their unique location and the requested deviation as to maximum height and minimum rear setback will not reduce those values. The adjoining parcels are already developed and the proposed redevelopment of the property will not hinder development of the neighboring land. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Health and safety will not be adversely impacted as the use will continue to be single family residence. In fact, health and safety will be improved because the new residence will be constructed in accordance with current building�. s requirements, which will be less susceptible to wind and flood dam x,11 a new septic system will be installed. R2 MAR 1,3 2009 PLANNN(5 p1VCV1V" C, UY OF CLEARWA N 4) The proposed development is designed to minimize traffic congestion. The property has access by a private road which is shared by the other 13 parcels on Mandalay Point Road. There is no change in density of the site, which remains as one single - family residence and traffic is not impacted. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character of this Mandalay Point neighborhood is one of large, residential, estate homes. The proposed residence is of the same character. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and- hours of operation impacts, on adjacent properties. The parcels will continue to be occupied by the same family in one single family residence. The new residence will be constructed in compliance with current building Codes which will be more structurally sound than the original residences constructed in 1946 and 1951. The deviation requested as to the maximum height and minimum rear setback will not have a visual impact because the setback is measured to the CCCL which is not visual as the property stretches for hundreds of feet beyond the CCCL to the mean high water line; and the height is compatible with other homes in the neighborhood, in particular the abutting house to the north. Residential Infill Project Criteria 1) The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from one or more of the following: intensity; other development standards. As discussed in Criteria 6 above, the deviations requested are minimal and will not be visually apparent to the surrounding parcels. As discussed in response to General Applicability Criteria 1 above, the proposed minimum rear setback reduction and maximum height increase are compatible with other homes in the neighborhood. The current building code requirements include no livable area below Base Flood Elevation (BFE). The livable area in the existing residences is below BFE so it is unfeasible to reconstruct them since it would involve almost total demolition. Furthermore, reconstruction of these existing residences would be impractical without the requested maximum height deviation. (ORIGIM RECENED MAR 18 2009 3 PVNft6 DEPro v ae C 17 OF CLEARWA o.1 2) The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. The just market value of the subject properties, according to the Pinellas County Property Appraiser's Office, is $8,361,800. The values of surrounding parcels vary from $3,564,000 to $7,150,400, having improvements ranging in size from 4,000 sq. ft. to 14,000 sq. ft. The value of these lots is due to their location having frontage on both the Gulf of Mexico and Clearwater Bay. The new residence will not reduce but instead increase the value of the parcels and will not negatively impact the abutting parcels. 3) The uses within the residential infill project are otherwise permitted in the City of Clearwater. This request does not change the use of the properties as single family residential. 4) The uses or mix of use within the residential infill project are compatible with adjacent land uses. The current and proposed use of the subject properties is single family residential as are all other properties on Mandalay Point. 5) The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The existing residences were originally constructed in 1946 and 1951, and do not meet current building code requirements. The demolition of the two original residences and the construction of a new home which is more structurally sound will enhance the neighborhood. 6) The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The French traditional architectural style will be compatible with the community character of estate homes. The proposed design will include details with changes in the horizontal and vertical planes, columns, cornices, and porticos, variety in materials, color and texture, building stepbacks and attic with dormers and distinctive roof forms. In addition, the installation of substantial new landscape which is tolerant to the Florida environment will add to the community character. ORIGINA1- RCGENED MAR 18 2009 4 p ANtN(5 poe;�IMENT cr4y CAF CLEARINA%R 7) Flexibility in regard to lot width, required setbacks, height, off - street parking access or other development standards are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The parcels include accreted lands located west of the defunct seawall located on the property. The accreted land extending to the mean high water, results in a property depth of approximately 450 feet. Due to the overall depth of the property, the rear setback of zero (0) feet to the Coastal Construction Control Line will not be visually apparent to, nor have any impacts on the views of, the neighboring parcels. Further, the zero (0) foot rear setback to CCCL is primarily for the lap pool, which, because it is raised 12 inches above ground floor level is considered a primary structure. On September 18, 2008, the Board of Adjustment and Appeals approved the applicant's request for a variance from the 18 feet seawall setback as set forth in the building code. ORIGINAL RECEIVED MAR 18 2009 5 WY OF CLEARWAfM 1% KARLD F. DE BLAKER, CLEF OF COURT THIS INSrR..V NJ pR�p BY PINELLAS GUTTY, FLORIDA (727) 464 -3008 AND RETURN TQx _ .. - _ - -_- -- Amber F. Williams, Esq. 11;1.9486 07 -10 -2(103 11:37:1158 PAD Pepple Johnson-Cantu & Schmidt, PLLC J., 51 DED- GILLS, III, JAM K JOYCE RM 25400 US 19 N, Ste 152 �.' , 000000 Clearwater, Florida 33783 T #�032836h5 EK -12889 SPG:0453 EP04455 RETARDING 003 PAGES 1 $15.00 MGM _ DOC STAMP - DR219 3 $19,600.00 PICT HG N9 X AtAT ;:� �. ' TOTAL. $19,615.00 n3- 283Ea65 JL.Y -,10 -a a ' z z ; 38pM ' CHECK AhT.TENDERED: $19,615.00 try o P INELLF?S CO 13ir ' SBB P>; X53 CHANGE..�0 �s aRZ,Q .;,���� a 111111111111111�11UI11�I111�1�111 [�II111111u11 3s BY __ DEPUTY CLTJ( NT =EES WARRANTY DEED ntc to A6� THIS INDENTURE made this •,: day of July, 2003, by and between �i11IES PITZER GILLS, Jr., as,Tru.t&O uhder the Revocable Trust Agreement dated 5/31/91, as amended whose. addre$s is c/o JIREH, P. 0. Box 1.608, Tarpon Springs, Florida 34688 -16G8 ('-Grantor "), and James P. Gills, III and Joyce P. Gills, husband and wife whose 'add're�g ,is c/o JIREH, P.O. Box 1608, Tarpon Springs, Florida 34688 -1608 ITNESSETH: That the Grarftor,, fdr,,.and in consideration of the sum of Ten Dollars 010.00) and other good and, Olu�b;Io consideration to Grantor in hand paid by Grantee, the receipt of whici..is` hereby acknowledged, has granted, bargained, and sold to Grantee, its succ '� #grs•,and assigns forever, the following described property lying and being in P nelfa5'. C'oianty, Florida, to -wit: SEl -, EX"HIBIT "A" ATTACHED HERETO AND MADE A :: =PhRfi HEREOF. SUBJECT "T0- .: -aII applicable land use and zoning restrictions and to easements, reservatitnrls, 'end restrictions of record, if any, which are specifically not reimposed or exfe.ncTbd'- frereby, and to taxes for the year 2003 and subsequent years. THE' `•�Sbd ECT PROPERTY IS NOT NOW NOR HAS, IT EVER BEEN THE H.QM.EbTtAD OF THE GRANTOR, NOR IS IT CONTIGUOUS TO THE HOMESTEAD OF`TH.,E, GRANTOR. ORIGIN•fAt. Grantee's Tax Identification Na;- _ _ _ RECEIVED Parcel Identification No.. 32- 2i8 -15- 54702 - 000. -0160 HAR 18 2009 � P , • Hof CLEA SAS The Grantor does hereby fully warrant the title' •to said the same against the lawful claims of all persons'whb.mso*6ver. IN WITNESS WHEREOF, the Grantor has,"her"&unto set day and year first hereinabove written. Signed, sealed & delivered in the presence of: Print Name: hr -7-VJ1W.,Qfy0 es Pitzer Gil tnder the Revoc t 5/31 /� ted 5/31/9 1, —e 7 Nint Name: -61Aa'- PINELLAS COUNTY FLA. OFF,REC.BK 12888 P3 454 land, and will defend its hand and seal the Af Is Jr., as r. stew Z�e Tru i A ree -'e t as @me ed STATE OF FLORIDA COUNTY OF P[NELLAS-4 The foregoing --i s" `.'d '-"e"nt was acknowledged before me this day of July, 2003 by J' tlm-` '"ixer Gills, Jr., as Trustee under the Revocable Trust Agreement Dated 5/31191"1 as amended. He is OR [has produced a Florid '- driver's license as identification]. Marilyn J. Williams Commission # CC 994920 Notary Public Elpfres J&n. 25,204 Print Name. Bondod Thru Atlantic Bonding Co., rno. My Commission Expires: Exhibit "-A.��..:z.!Legal Description of Property ORIGINAL RECEIVED MAR 2,009 2 C- NY OF CLFAeWA NIL i ^ P INELLAS COUNTY F LR DPF .RFC •BK i2ees PG 455 Legal Descriptip.rt.•. Late 16, 16A, 17, 17A, . FIRST ADDITiOaT Tp;NjRNDj�S,.1Ig* 4'0'1NT 9 1H. , AoCardtn to CIYC dldp Gr plat tYazea Au xoCVnied in ri1drt Rook 3(k; p�gc•`7y. Of tho Public. Ravorda i�ina•L1.re- county'. 1'7.orldtt. .4 ti u • IIARCOL 2: Ron- exV1ur;ivr caretmant for ingreet:, egrcav and'utibltiCs over tht tracts markad PALMER- fdAYiV.hlti�•TtESBRVYD nn the P141,.of MikNL�1AY pOINT SUl;., ACC raing to the map or plat kh�raai an xGCC}Yd�ti in Plkt tookl'. D1� Fxge 6R, and FIRST MDXTIO% TO LAy SUB., according to thD map or pint'nc� eaf:.�a recorded in Plot ;joo)C 20. pkgs 71, all Of t;hx 1'ublir, Recardt of Pine2ltus,Cour}ty „- �rsd�. PNiCHL 3. Begin it the SouehweaCerly ;ais ridx df' Tat 1.6, 1`d:1F5T AD1=10V TO M KDAr,� y Po= SUB., according to the map or ;plic t1 lzr'iW,•° #a rucordeud in Plat .hook 20, Page 71,. of the Public Reacxds of Pinelxar,��aunty.;'_Flwriclas Thence SOUrh_77 *161401' :14id Lot iis An a basin Maxi=i tbanca to a Np Oalf Of Mexico, 121 ,tsI Northvnstdrly rorne„'r...o North 77 -16100- r4ft)* ;'I 19`21'43” Tact, i putter 40.24 feat (50.41 tgie . 12 °31' 18'1 East ..; •(Sotieli 59-$s ;Feat., (�•�.44:..,foet �egirning, ' %. PIIIICEL 4 t '!'• . All of Plat 0± t Eris eat% � giaq the iac,*terly extenxtrn of the 5out)zerty bouadnry ¢f t''.bedrAws r:a a ggint on the Ma4n high water 1111a of Gulf a* I 4rection, mennde:oing the mean high water 11.ne of the I molar "or 1aep, to a poit;t looAted rout y 77 °16100" West of tit of said YZPGT ADOZWON TO MAWDIS Ah? PoxktT Ci78., th&nea t#j� Morth►rester:y Corner of eaid Lot 17, thence 'Couch "21'14° VASt, piad, d1Ang tha werm boundary of paid Lot 17, iS At} t=a the 5otstttur?9t Mrnair of %Aid Lot: 17. ttienc7e South i sa44 ►btt ++ $pgt, plat) 4110-Ag the Wean houndax-y of %aid. zot 16, I }a2act} do tF�ti 8outhwr�t earner of &nisi Lot 16, the Paint of • I #61 1yan4 Sastcx].y Gf tha sass boundary of mat# 16A and 11A, PTIzsT DAD& PQIIr!' SUB„ aaeardi.ng to the map or plat thereof Aa rocordt_d In ngx 71, Of the PubliC RsCOZd$ Of PinalleL5 CCUnty',• Florida, Or& i1rQ6ttrly tk'watex line of C1C4Lrwatex Wbel", bounaod on tha North by r;he Rantez>;y A North boundary of Lora 17 wad 17A, and boundt'd, on tht South by the ion of the South boundary of Lott 16 and mcA. k 3 ORIGINAL RECEIVED MAR 181009 PLANS ,DWN CWy OF CLEARWA1, � EMIL C. MARQUARDT, JR., Esquil'P, Macfarlane Ferguson & McMullen 625 Court Street, Suite 200 Post Office Box 1669 (33757) Clearwater, Florida 33756 TRUSTEES :DEED KEN BURKE, CLERK OF G ,T PINELLAS COUNTY FLORIDA INST## 2008344628 1213112008 at 04.35 PM OFF REC SK: 16461 PG: 2608 -2610 DocType:DEED RECORDING: $27.00 D DOC STAMP: $30100.00 THIS INDENTURE made this J,2 day of December, 2008, by and between JAMES TERRELL SWANN AND LESLIE R. SMOUT, individually and without personal liability, as Co- Trustees of the RUTH B. ECKERD FAMILY TRUST dated February 2, 2001 and as amended on July 26, 2004; January 27, 2005 and .January 5, 2006 , with full power and authority either to protect, conserve and to sell, lease, .encumber, or otherwise dispose of the real property described herein, of the County of Pinellas, in.the State of Florida, Party of the First Part, whose mailing address is 2378 Anthony Avenue, Clearwater, FL 33759, and JAMES P. GILLS, III AND JOY PA.RICER GILLS, husband and wife, of the County of Pinellas, in the State of Florida, Party of the Second Part, whose mailing address is Post Office Box 1608, Tarpon Springs, FL 34688 -1608. WITNESSETH: That the said Party of the First. Part,. for and in consideration of the sum of Ten Dollars ($10.00) to them in hand paid by the said Party of the Second Part, the receipt whexeof is hereby acknowledged, has granted, bargained and sold to the said.Parly of the Second Part, their heirs and assigns forever, the followixig described land, situate lying and being in the County of Pinellas, State of Florida, to -wit: Lot 14, 14A, 15 and 15A, FIRST ADDITION TO MANDALAY POINT SUBDIVISION, according to the plat thereof recorded in Flat -Book 20, page 71, public records of Pinellas County, Florida, Also the right to use tract marked "Palmer - Hayward,. Reserved" for roadway purposes as granted in Deed Book 745,������ page 1, public records of Pinellas County, Florida. RECEIVED Subject to 2009 real estate taxes, restrictions, reservations and easements of record, r MAR 18 7009 Parcel I.D. No. 32/28/15/54702/000 /0140 pjw 1i This not the homestead property of either Co- Trustee. The trust created and existing under and by virtue of that certairi agreement dated February 2, 2001 and as amended July 26, 2004, January 27, 2005 and January 5, 2006, with James Terrell LD Yymiu Zulu LGil11G 1 \. Lnuuu4, aJ iiu -j. -L LGCiJ, 10 ill 1UJ.A,1VllJli LLWt LrJ.14l+L aO ul LL04 UULl+11V11�V1, UJ-L . "U0 . Deed is executed pursuant to and i �crcise of the power and authority ther granted to and vested in said Party of the First Part. And the said Party of the First Part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF; the said Party of the.First Part has hereunto set their hands and seals the day and year first above written. Signed, Sealed and Delivered in Our Presence: Print Name ri it Naive as to Swann." Print Name �i�.�� �.,{���u�r..�✓ l Print Name as to Smout" f� / a JAMMS TERRELt SWANK, Co- Trustee (SEAL) LESLIE R. SMOUT, Co- Trustee STATE OF FLORIDA COUNTY OF PINELLAS t... t I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take aclmowledgm,ents, JAMES TERRELL SWANN, to me CCE 'It personally known or who has produced gz-fe/.0 C as identification and who did take an oath, and known to me to be the individual(s) described in and who executed the w foregoing instrument and he aelmowledged before me that he executed the same for the purposes t� �i r> r therein expressed. Q ce Z WITNESS ny hand and official seal at Clearwater, said County and State, this day of December, 2008. OHARMAINEDOUMANIAN x MY COMMISSION# DD 435957 Notary Pub* ublic N�qf °P EXPIRES: June 18, 2009 Print Name FOFFL °t� Bonded Thru Budget Nolary services My -Con n fission Expires:G���{' / / /�/ COUNTY OF PINELLAS I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take aelmowledgiments, LESLIE R. SMOUT, to me, personally Imown or who has produced as identification and who, did take an oath, and known to me to be the individuals) described in and who executed the foregoing instru- ment and he acknowledged before me that he executed the same for the purposes therein expressed. WITNESS my hand and official seal at said County and State, this day of December, 2008. gpRY PUe �° ; •�• , �% GHARMAINE DOUMANIAN --° MY COMMISSION N DD 435957 Notary Public Nr a� EXPIRES: June 18, 2009 Print Name 9rFOFP4 °�� gondudThruBudgplNolary4otvlaoa MyComruission Expires: b:\data\rel\b o Il e \eckerd tr- gills \trustdeed. doe _(D Uj ilk 0 i 0.— p0 r--q 0V r Planning Department S4 � �ater 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727- 562 -4567 Fax: 727- 562 -4865 0 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION N 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 0 SUBMIT APPLICATION FEE $ 4 7 5. 0 0 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 07/11/2008) — PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: JAMES P. GILLS III AND JOYCE P. GILLS MAILING ADDRESS: 1160 MANDALAY POINT ROAD CLEARWATER FLORIDA 33.767. PHONE NUMBER: 727 441 -8845 FAX NUMBER: CELL NUMBER: (727) 871 -2900 EMAIL PIT @STLUKESEYE.COM PROPERTY OWNER(S): JAMES P. GILLS, III AND JOYCE P. GILLS List ALL owners on the deed AGENT NAME: ISTV_ AN PETERAN_ECZ_ /BEHAR DESIGN ASSOCIATES MAILING ADDRESS: 103 ROGERS STREET, CLEARWATER, FLORIDA 33756 PHONE NUMBER: (7 2 7) 4 8 8 - 94 9 O FAX NUMBER: CELL NUMBER: EMAIL: ISTVAN @BEHARDESIGN. COM B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: GILLS RESIDENCE ................................................................................................................................................... ............................... PROJECT VALUATION: $. 2 5 0 0, 0 0 0 r.................... .............................._ STREET ADDRESS 1.1,6._0..._._ MANDALAY_......_POI_NT....,, ROAD.,,,,....,. CLEARWATER., ........... F_ LO ,RI_DA,..___3.3.7._6._7._..... PARCELNUMBER(s): 32 28 /.15/54702/OOQf_0140 & 32/2 5 /54702_.._000/,016.0..___..__ PARCEL SIZE (acres): 2.4954 ........_..._..........._ ..... _.............._.._._....__....._ .____..........— W__ ".......�... PARCEL SIZE (square feet): 10 8 7 0 0 .._..__"....._... A _.....�___._.................__ LEGAL DESCRIPTION: SFF- EXHIBIT A PROPOSED USE(S): SINGLE FAMILY RESIDENTIAL DESCRIPTION OF REQUEST: SEE EXHIBIT B Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of Darklno spaces, specific use, etc.) C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential Infill Project (FLD) 2008101WWWWW'43 Page I of 8 CPrY OF ItO E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) N/A ❑ 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. 0 If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. SINGLE FAMILY RESIDENTIAL ❑ 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 seal 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): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor X 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) 0 SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; i W 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; 0 TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; M LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). N/A Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); N/A ❑ COPY OF RECORDED PLAT, as applicable; .N/A ORIGINAL R15CEIVED ,AA'V`.�g0 `2009 CADocuments and Settings \derek.ferguson \Desktop \planning dept fors 0708 \Residential Infill Project (FLD) 2008 07 c E Page 4 of 8 Or CL K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) N/A O Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. 0 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. X Traffic Impact Study is not required. CAUTION__— _IF APPLICATION _REVIEW RESULTS IN THE_REQUI.REMENT E_ QR 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: N/A 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. ail Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): ORIGIM Fire Flow Calculations/Water Study is included. RICENED — X Fire Flow Calculations/Water Study is not required. —1 0 J 2009 CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICA RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representativ* to visit and photograiA the property de *ribed iriahis application. or STATE OF FLORIDA, COUNTY OF PINE�LLAS / Sworj� to and subscribed before me this lD4ft da A.D. 20AL _ o me and/or b who is personally nown as produced as iden 'f ation. Notary public My commissi n expires: ? (-2 LI // O CADocuments and Settings\derek.fergusonkDesktop \planning dept forms 0708 \Residential Infill rojeo�*24008 Of'10t0cPublic State of'Florida Page 7 of 8 +° Karen Tuder Skop Q My Commission DD530013 Or IV Expires 03124/2010 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property on deed - PRINT full names: jowners 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): I <1 ► Igo �1 �Al.-A V_r� 3. That this property constitutes the property for which a request for a: (describe request) M R Ve t A CtiE)o 4. That the undersigned (has /have) appointed and (does /do) appoint: as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That I/we), the undeFSign _ d authority, her cert i at the foregoing is true and correct. / Property Owner Property Owner UD Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of L009 personally appeared TSTVAAJ F'M RAAXZ X who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. Notary Public State of Florida Karen Tuder Skop My Commission D0530013 03/24/2010 - -- - -._ ..... ..._..---- ....._......— ..... -.— ......._ E Expires Notary Public Signature Notary Seal /Stamp My Commission Expires: �j ^ .�-� -� o C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 8 of 8 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 0 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION N 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 N SUBMIT APPLICATION FEE $ 4 7 5. 0 0 CASE #T. %,4,A0kA.*# I RECEIVED BY (staff initials): DATE RECEIVED: 1160 MANDALAY POINT R1 FLD2009-02004 GILLS RESIDENCE Zoning: LDR atlas# 227A * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: FLEXIBLE DEVELOPMENT APPLICATION' Residential Infill Project (Revised 07/11/2008) —PLEASE TYPE OR PRINT— PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: ENT INFORMATION: (Code Section 4-202.A) JAMES P. GILLS, III AND JOYCE P. GILLS 1160 MANDALAY POINT ROAD, CLEARWATER, FLORIDA 3376-, 717 FAX NUMBER: J441-8845 _(727)871-2900 EMAIL: PIT@STLUKESEYE.-.COM-.-. JAMES P. GILLS, III AND JOYCE P. GILLS FAX NUMBER: EMAIL: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: GILLS RESIDENCE PROJECT VALUATION: —$ -2,500 STREET ADDRESS 1160 MANDALAY POINT ROAD, CLEARWATER, FLORIDA 337 PARCEL NUMBER(S): 32/28/15/54702/000 /0140 & 32/28/15/54702/000 /0160 PARCEL SIZE (acres): 2.4954 PARCEL SIZE (square feet): l 0-8.1-700- LEGAL DESCRIPTION: SEE EXHIBIT A ----- ----- PROPOSED USE(S): SINGLE FAMILY RESIDENTIAL DESCRIPTION OF REQUEST: SEE EXHIBIT B RiCENED Specifically identify the request (include number of units or square 02-2009- footage of non-residential use and all PLAN", 151vidl~_ requested code deviations; e.g. & . I , reduction in required number of CP Of C - WAW parking spaces, specific use, etc.) CADocuments and Settings\derek.ferguson\Desktop\planning dept forms 0708\Residential Infill Project (FLD) 2008 07-11 doc Page I ol'8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) 00 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) N 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. SEE EXHIBIT B 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly SEE EXHIBIT B 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. SEE EXHIBIT B 4. The proposed development is designed to minimize traffic congestion. SEE EXHIBIT B - ------ ---- ------ -- 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. SEE EXHIBIT B 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. SEE EXHIBIT B MOVED --- - ---------- - ...771R. 0122009 PLAN** QWwwmw CADocuments and Settingskderek.ferguson\Desktop\pianning dept forms 0708kResidential Infill Project (FLD) 2008 07-1 1.doc Pagc 2 of 8 i WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) N Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. SEE EXHIBIT B 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) SEE EXHIBIT B 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. SEE EXHIBIT B 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. SEE EXHIBIT B 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. SEE EXHIBIT B 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. SEE EXHIBIT B 7. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. SEE EXHIBIT B oatG+ru--------- -- - -- ii AA''..r�022009 rLANm� MING CRY OF CL II�AI� C:\Documents and Settings\derek.ferguson \Desktop \planning dept forms 0708 \Residential Infill Project (FLO) 2008 07- 11.doc Page 3 of 8 I E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) N/A N 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. AAIf a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a mrnimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; O 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 seal 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): Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor X__ 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) 09 SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; N 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; N LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). I/A Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; DO GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); I/A ❑ COPY OF RECORDED PLAT, as applicable; ORIGINAL I / A nenen1en -`1 0 2 2009 PLANt11" CAD= .urnents and Settings \derek.ferguson \Desklop\planning dept forms 0708 \Residential Infill Project (A-D) 2008 07- 11.doc Page 4 48 I G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) D1 SITE PLAN with the following information (not to exceed 24" x 36 "): X— Index sheet referencing individual sheets included in package; X North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; _X _ Footprint and size of all EXISTING buildings and structures; X _ Footprint and size of all PROPOSED buildings and structures; X All required setbacks; X_ All existing and proposed points of access; X — All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including X _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X— 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 X and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; N/A 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 N„ _A Location of all landscape material; N/A Location of all onsite and offsite storm -water management facilities, N/A .Location of all outdoor lighting fixtures; _X Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level One (flexible standard development) and Level Two approvals. A floor plan of each floor is X required for any parking garage requiring a Level One (minimum standard and flexible standard) or Level Two approval. N SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: _ X -__ Land area in square feet and acres; _X ._ .Number of EXISTING dwelling units; _X _ Number of PROPOSED dwelling units; X . Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the X number of required spaces; Total paved area, including all paved parking spaces & driveways, X expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility }{ easement; X Building and structure heights; X Impermeable surface ratio (I.S.R.); and 1A Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED - -1 8.... 7 Q.. _ .. 2.9_.,_. a_0_0. _. . 2 2 REDUCED COLOR SITE PLAN to scale (8 % X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X_ One -foot contours or spot elevations on site; N/A Offsite elevations if required to evaluate the proposed stormwater management for the parcel; X All open space areas; X Location of all earth or water retaining walls and earth berms; X lines and building lines (dimensioned); _X Streets and drives (dimensioned); X Building and structural setbacks (dimensioned); X _. Structural overhangs; PROPOSED 1 4 30' 34' 0.60 - - -- ------ - - - - -- ORIGINAL RECEIVED ^r� 0 2 2009 PLAl" C> 1Y OF C CIDocuments and Settings \derek.ferguson \Desktop \planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) N/A O�K 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. - -o `k -REDUCED COLOR LANDSCAPE— PLAN to scale (8 i4 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. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) N BUILDING ELEVATION DRAWINGS — with the following information; X _ All sides of all buildings; X Dimensioned; X __.. Colors (provide one full sized set of colored elevations); X Materials; N REDUCED BUILDING ELEVATIONS — same as above to scale on 8 % X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) N/A All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. 'it' 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). v3lp(Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED C: \Documents and Selhngs \derek.ferguson \Desktoplplanning dept forms 0708tResidentiat Inlill Project (PLD) 2008 07 -1 t.doc 021009 Page G al' R PlAIW1►g �Il�d� OF Gf tAffil4` I K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) N/A Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. O 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. .— X_ -_ -_ Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED _AND_ S_.i_.GNIFI.CANT.DFtt ,nY -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: N/A 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. X _ 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: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. a� �, i na a of property owner or representative JAI S P. GILLS, III & JOYCE P. GILLS STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this day of A.D. 20 to me and /or by who is personally known has produced as identification. Notary public, ORic�nta: My commission expires: 021009 C:\Documents and Settings\derek.ferguson\Desktop \planning dept forms 0708 \Residential Infill Project o Page 7 ot'8 "" "I CRAY OF CLUMON k THIS 1NST1�r PREPARED BY `:._ '; AND RETURN TO:. Amber F. Williams, Esq. �• Pepple Johnson Cantu & Schmidt, PLLC 25400 US 19 N, Ste 162 Clearwater, Florida 33763 :HG AMT :K AMT _....._,.,. _ _ - .;:�"'•; •..,,• '. .. . 03- 283568 JLY— ,SQ —kCd 11 :38RM ; PINELLAS COUNTY FLA. OFF .REC _BK 22989 PS 454 The Grantor does hereby fully warrant the ,tille'-to " said land, and will defend the same against the lawful claims of all persons' whomsoiver. IN WITNESS WHEREOF, the Grantor h.aa..heri; unto set its hand and seal the day and year first hereinabove written. Signed, sealed & delivered in the presence of: , Print Name: W x0 es Pitzer Gills Jr., ' `' nder the Revoc e 1 / ted 5/31/91, as am Print Name: vi1< � 1, STATE OF FLORIDA COUNTY OF PINELLAS-. =; ~ The foregoin"&-- i.ns6 -Wnent was acknowledged before me this 347-6 day of July, 2003 by Jaross; •,pif�er Gills, Jr., as Trustee under the Revocable Trust Agreement Dated, 5131/9'1`, as amended. He is [personally_ known tome] OR [has produced a Florfda'drii qr's license as identification]. Marilyn J. Williams Commission # CC 894820 Notary Public Expires Ian. 2s, 2004 Print Name: sr Bonded Thru AtlsnUa Bonding Co., Inc. < My Commission Expires: Exhibit A.'.`•.:- ,Legal Description of Property .,r 2 t C CQ U 1 AA-- ti :0 P INELLAS COUNTY FLA. OF'F . REC • 8K 12888 PG 455 Legal Descripfilci .. .J hRCSL 1e ; Dots 16, 15A, 17, VA, . FIRST ADDITrOg Tb;I�iAN3a t,.j y, pp'INT 9:A3. , :SCCOrd3ng to the leap Gt plat tY,ereoi' as recorded in Plat Book 20; phge,.'71,. of the Public Records of Pinellas County. T+lorlda. ;t SIUC8ir 2: .k Ron- excluaivr easement for ingress, egre%v and'utilitier aver the tracts marked I PALMER- XlAYftARD REai13RViD an tale place, of M iAAi,AY POINT SITS., act* rditsg t4 the step ar, plat tharaof as recordied In Plat 900R�4D/ Fagg 69, and PIRsT ADDXrdi7 TD Mthe Map SUB., according to the map or plat hciEaSOf:Jivs recorded in plat gook 2a, page 7x, all Of the Public Records of Pine2laa,Cour�ry „florid %. MRC131. 3 Begin at the souchwesterly :coxriix. 04'10t 16, PIR5T ADJOITIog To MAUDALh,y rom SUB., according to the map or plait thG•r'W as recorded in Plat hook 27. page 71, of the Public AecoXds of Alstellas+,.�cunty,;.�lozidas Thence SOtlth 77*161QO"'� said Lot 1.6 as a beak -n MaxiCof thence in a 4.0t %If o1 Mexico, 121:00! NorthveStarly corner -,o: ' Vortb 771i6-00- Eahtr� °to 19.11' X13” Bast, oouWT.,r 60.24 feet I60.4i fart.; 12°31'18'1 Ease ..;•• {South 1, 59.85 feet, f4�.'4b:.,teere. 9tegirning, ,'c..4• � PARCP.L 4t A11 03 Plat of t1 s� v , :pt; 619% the ttcrterly extension of the Southerly boundary ¢f R bedrAgs to a point on the main high warm line of Gulf of iek,].Zr direction, meandering the mean high mater line of the MW6,10r less, to n point laoated south 77°16100° Nest of tt�e of said YZRST AbD1TI0b1 TO NANDALAY p0?jjT 8t7B., thenceli t2y blorthwettsriy corner of said Lot 17, thence South • x•23'14° East, plat) along the West boundary of avid Lot 17, �-gt3 to the 5outhaest CornOF of %aid Let 17; thence $auth � Dw oo" asst, plat) along the West boundary of said Lot s6, i pl'%t} CO the southwast Corner of Baia Lot 16, Chtr Point of I pQ lying Easterly of the East boundary of 1,ata 16A and 17A, PMT Wxy POINT MM.. according to the map or plat thereof as recorded in Vie 71, of the Public Rarorda of Pinsllab CG1U h, -wty. Florida, a7 wea3i a!rilr a :ter lice of Cl Cltarvater Harbor, bounded an the North by the Rvstsrly a North boundary of Lots 17 and 17A, and bounded on the South by the iQn of the South boundary of Lott 16 and 16x. 3 C" C a7, 3o i 7. PREPARED BY AND RETURN TO: EMIL C. MARQUARDT, JR., Esquire Macfarlane Ferguson & McMullen. 625 Court Street, Suite 200 Post Office Box 1669 (33757) Clearwater, Florida 33756 TRUSTEESDEED KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA 1NST# 200834462812/31!2008 at 04:36 PM OFF REC BK: 16461 PG: 2608 -2610 DocType:DEED RECORDING: $27.00 D DOC STAMP: $30100.00 THIS INDENTURE made this J % day of December, 2008, by and between JAMES TERRELL SWANN AND LESLIE R SMOUT, individually and without personal liability, as Co- Trustees of the RUTH B. ECKERD FAMILY TRUST dated February 2, 2001 and as amended -on July 26, 2004; January 27, 2005 and January 5, 2006 , with full power and authority either to protect, conserve and to sell, lease, encumber, or otherwise dispose of the real property described herein, of the County of Pinellas, in.the State of Florida, Party of the First Part, whose mailing address is 2378 Anthony Avenue, Clearwater, FL 33759, and JAMES P. GILLS, III AND JOY PARI ER GILLS, husband and wife, of the County of Pinellas, in the State of Florida, Party of the Second Part, whose mailing address is Post Office Box 1608, Tarpon Springs, FL 34688 -1608. WITNESSETH: That the said Party of the First Part, for and in consideration of the sum of Ten Dollars ($10.00) to them in hand paid by the said Party of the Second Part, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Party of the Second Part, their heirs and assigns forever, the following described land, situate lying and being in the County of Pinellas, State of Florida, to -wit: Lot 14, 14A, 15 and 15A, FIRST ADDITION TO MANDALAY POINT SUBDIVISION, according to the plat thereof recorded in Plat Book 20, page 71, public records of Pinellas County, Florida, Also the right to use tract marked "Palmer- Hayward, Reserved" for roadway purposes as granted in Deed Book 745, page 1, public records of Pinellas County, Florida. Subject to 2009 real estate taxes, restrictions, reservations and easements of record. Parcel I.D. No. 32/28/15/54702/000 /0140 This not the homestead property of either Co- Trustee. r� 0� 1 i 1-� The trust created and existing under and by virtue of that certain agreement dated February 2, 2001 and as amended July 26, 2004, January 27, 2005 and January 5, 2006, with James Terrell 1160 MANDALAY FLD2009 -02004 GILLS RESIDENCE Zoning: LDR POINT R[ atlas# 227A Swann and Leslie R. Smout, as Co- Trustees, is in full force and effect as of the date hereof, and this Deed is executed pursuant to and in exercise of the power and authority therein granted to and vested in said Party of the First Part. And the said Parry of the First Part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Party of the First Part has hereunto set their hands and seals the day and year first above written. Signed, Sealed and Delivered in Our Presence: Print Name ,, -, i, rint Name "as to Swann Print Naive 'E �uor�rsyt✓..q�, Print Name "as to Smod' STATE OF FLORIDA COUNTY OF PINELLAS f JAMES TERRELL SWANN, Co- Trustee (SEAL) LESLIE R. SMOUT, Co- Trustee I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take ackarnowledgments, JAMES TERRELL SWANN, to me personally known or who has produced Kw as identification and who did take an oath, and known to me to be the individual(s) described in and who executed the foregoing instrument and he acknowledged before me that he executed the same for the purposes therein expressed. WITNESS my hand and official seal at Clearwater, said County and State, this day of December, 2008. • ' •, ��� CHARMAINE DOUMANIAN Notary Public * * MY COMMISSION # DD 435957 N�qr oP EXPIRES: June 18, 2009 Print Name �c��, -•��/� ,moo v�,�� y..� EOFfIOQ' Bonded Thru Budget.Notary Services My Commission Expires: C= N p mu c� C) ©� m E. . E� I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take ackarnowledgments, JAMES TERRELL SWANN, to me personally known or who has produced Kw as identification and who did take an oath, and known to me to be the individual(s) described in and who executed the foregoing instrument and he acknowledged before me that he executed the same for the purposes therein expressed. WITNESS my hand and official seal at Clearwater, said County and State, this day of December, 2008. • ' •, ��� CHARMAINE DOUMANIAN Notary Public * * MY COMMISSION # DD 435957 N�qr oP EXPIRES: June 18, 2009 Print Name �c��, -•��/� ,moo v�,�� y..� EOFfIOQ' Bonded Thru Budget.Notary Services My Commission Expires: 1 . ♦ O STATE OF FLORIDA COUNTY OF PINELLAS I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgments, LESLIE R. SMOUT, to me personally known or who has produced ,�/l /� G e as identification and who did take an oath, and known to me to be the individual(s) described in and who executed the foregoing instru- ment and he acknowledged before me that he executed the same for the purposes therein expressed. WITNESS my hand and official seal said County and State, this day of December, 2008. °ai% roan •:., CHARMAINE DOUMANIAN �M t MY COMMISSION N DO 435957 Notary Public EXPIRES: June 18, 2009 Nj�TFaF Print Name F�pF`O! Bonded Thm Budget Notary Sarvlaea My Commission Expires: h: \data\rel \bolle \eckerdtr - gills \trustdeed.doc Q t� U 76 PREPARED BY AND RETURN TO: HARRY S. CLINE, Esquire Macfarlane Ferguson & McMullen 625 Court Street, Suite 200 Post Office Box 1669 (33757) Clearwater, Florida 33756 KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 20083446291213112008 at 04:35 PM OFF RE a DEED RECORDING: $27-00 DocTyp : $27 00 ,:)Doc STAMP: $0.70 TRUSTEES QUIT CLAIM DEED THIS INDENTURE, made this g2 day of December, 2008, between JAMES TERRELL SWANN AND LESLIE R. SMOUT, individually and without personal liability, as Co- Trustees of the RUTH B. ECKERD FAMILY TRUST dated February 2, 2001 and as amended on July 26, 2004; January 27, 2005 and January 5, 2006, with full power and authority either to protect, conserve and to sell, lease, encumber, or otherwise dispose of the real property described herein, of the County of Pinellas, in the State of Florida, Party of the First Part, whose mailing address is 2378 Anthony Avenue, Clearwater, FL 33759, and JAMES P. GILLS, III AND JOY PA.RI ER GILLS, husband and wife, of the County of Pinellas, in the State of Florida, Party of the Second Part, whose mailing address is Post Office Box 1608, Tarpon Springs, FL 34688 -1608. WITNESSETH, that the said Party of the First Part, for and in consideration of the sum of Ten and no /100 Dollars ($10.00), in hand paid by the said Party of the Second Part, the receipt whereof is hereby acknowledged, has remised, released and quit claimed, and by these presents does remise, release and quit claim unto the said Party of the Second Part all the right, title, interest claim and demand which the said Party of the First Part has in and to the following described lot, piece or parcel of land, situate lying and being in the County of Pinellas, State of Florida, to wit: Lot 14, 14A, 15 and 15A, FIRST ADDITION TO NL NDALAY POINT SUBDIVISION, according to the plat thereof recorded in Plat Book 20, page 71, public records of Pinellas County, Florida. Also all of the land between the Easterly projection of the North and South boundaries of said lots, to the channel in Clearwater Bay, and the Westerly projection of said North and South boundaries, to the channel in the Gulf of Mexico; Parcel I.D. No. 32/28/15/54702/000 /0140 ' n _ sQ The trust created and existing under and by virtue of that certain agreement dated February a ° 2, 2001 and as amended July 26, 2004, January 27, 2005 and January 5, 2006, with James Terrell Swann and Leslie R. Smout, as Co- Trustees, is in full force and effect as of the date hereof, and this '� f Deed is executed pursuant to and in exercise of the power and authority therein granted to and vested in said Party of the First Part. TO HAVE AND TO HOLD the same, together with all the singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest and claim whatsoever of the said Party of the First Part, either in law or equity, to the only proper use, benefit and behoof of the said Party of the Second Part. IN WITNESS WHEREOF, the said Party of the First Part has hereunto set our hand and seal the day and year first above written. Signed, Sealed and Delivered in Our Prese e: rint amen �t NameG�•��r.�..d�. �oy�.�.�.� i`as to Swann" 6L -�, AL) 4 AMES TERRELL SWANN, Co- Trustee i Tint a me P nt Name . �'�•��,�?,���.� „�a�,"•gu. � "as to Smout" STATE OF FLORIDA COUNTY OF PINELLAS (SEAL) Cn LESLIE R SMOUT, C 49 o- Trustee � Oa C� I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgments, JAMES TERRELL SWANN, to me personally known or who has produced C- i L, as identification and who did take an oath, and known to me to be the individual(s) described in and who executed the foregoing instrument.and he acknowledged before me that he executed the same for the purposes therein expressed. WITNESS my hand and official seal at Clearwater, said County and State, thiseE�:j day of December, 2008. 3�t•R • pGi'i CHARMAINE DOUMANIAN MY COMMISSION 8 DD 435957 EXPIRES; June 18, 2009 ,9rFOF F�OQ'�� Bonded Thru Budget Notary Services Notary Public Print Name My Commission Expires: 4 STATE OF FLORIDA COUNTY OF PINELLAS I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgments, LESLIE R. SMOUT, to me personally known or who has produced . �,�ly L ' t as identification and who did take an oath, and known to me to be the individual(s) described in and who executed the foregoing instru- ment and he acknowledged before me that he executed the same for the purposes therein expressed. WITNESS my hand and official seal at , said County and State, this o�-7 day of December, 2008. °`.• CHARMAINE DOUMANIAN * MY COMMISSION # DD 435951 EXPIRES: June 18, 2009 NV1.11°P61P Bonded Th" Budget Notary Services h: \data\rel \bolle \clsgdocs- general \quit- ind.doc Notary Public Print Name My Commission Expires: 5pt" wo�y 2/2/2009 Receipt #: 1200900000000000740 3:59:13PM _ = `` .y► r � Date: 02 /02/2009 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2009 -02004 03 Flex Std - Commercial 001000000341262000 475.00 Line Item Total: $475.00 Payments: Method Payer Bank No Account No Confirm No How Received Amount Paid Check JOYCE P GILLS R_D 5712 In Person 475.00 PaymeI Total: $475.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cRcccipt.rpt Page I of I CDB Meeting Date: April 21, 2009 Case Numbers: FLD2009 -02004 Agenda Item: E. Owner /Applicant:. James P. Gills, III and Joyce P. Gills Representative:. Behar Design Associates Address: 1154 - 1160 Mandalay Point Road CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION:. REQUEST: Flexible Development approval for a new single family detached dwelling within the Low Density Residential (LDR) District with a lot area of 108,700 square feet, (74,445 square feet Open Space/Recreation (OSR) and 34,255 square feet LDR), a lot width of 242 feet, a reduction to the side (north) setback from 15 feet to 10 feet (to building), a reduction to the side (south) setback from 15 feet to 10 feet (to building), a reduction to the rear (west) setback from 15 feet to zero feet (to raised pool and building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 feet 34 feet (to midpoint of pitched roof) as a Residential Infill Redevelopment Project as per Community Development Code Section 2- 104.D. CURRENT ZONING: Low Density Residential (LDR) District Open Space/ Recreation (OSR) District CURRENT FUTURE Residential Low. (RL) LAND USE CATEGORY: Preservation (P) PROPERTY USE:. Current Use: Vacant Proposed Use: Single Family Detached Dwelling EXISTING North: Low Density Residential (LDR) District SURROUNDING Single Family Detached Dwelling ZONING AND USES: South: Low Density Residential (LDR) District Single Family Detached Dwelling East: None Intracoastal Waterway West: None Gulf of Mexico Community Development Board — April 21, 2009 FLD2009 -02004 — Page 1 of 6 ANALYSIS: Site Location and Existing Conditions: The 2.50 acres comprises two parcels and is located on the west side of Mandalay Point approximately 830 feet north of the intersection of Mandalay Point Road and Eldorado Avenue. Mandalay Point Road is a private gated area with 10 single- family residences and three vacant parcels. Mandalay Point is unique in that each lot fronts on both the Gulf of Mexico and the intracoastal- waterway. The community character in this area is one of large, residential, estate homes. The site contains land zoned both Low Density Residential (LDR) and Open Space/Recreation (OSR). Currently, the northern parcel, 1160 Mandalay Point Road, is vacant. Previously it contained a 4,336 square foot single - family detached dwelling that was constructed in 1951. The single - family dwelling on the southern parcel, 1154 Mandalay Point Road, has recently been demolished. To the west (approximately 325 feet) of the rear of the previous single - family dwellings is the Gulf of Mexico mean high water line, to the east (approximately 48 feet) of the front of the previous single - family dwellings is the intracoastal- waterway including the applicants docks and boat lifts, to both the south and north are single family detached dwellings. The previous single - family dwelling at 1160 Mandalay. Point Road had a side (north) setback of 9.1 feet (to building) and a rear (west) setback of two feet (to covered porch) from the Coastal Construction Control Line (CCCL). Additionally, a wall, planter, shuffleboard court and terrazzo patio existed approximately 24 feet seaward of the CCCL. Development Proposal: Subsequent to the approval of FLD2008- 08025, which included a reduction to the side (north) setback from 15 feet to three feet (to pavement) and five feet (to building), a reduction to the side (south) setback from 15 feet to 10 feet (to building), a reduction to the rear (west) setback from 15 feet to zero feet (to raised pool and building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 feet to 34 feet (to midpoint of pitched roof), the applicant purchased the adjacent parcel to the north. The additional 54,901 square feet in land area will allow the previously approved single - family dwelling unit to be shifted 10 feet to the south. This allows for a setback of 10 feet to the north (to building), thus providing a more desirable buffer for the adjacent parcel to the north. Additionally, the applicant is proposing a minor lot line adjustment that will result in the creation of a new 111 foot by 468 foot lot on the south side of the proposed residence subsequent to approval. The proposal calls for redeveloping the combined site with a 9,798 square foot (living area) single - family detached dwelling. Not included in the living area is a ground level 5,345 square foot garage. The development proposal also includes a swimming pool and lap pool. The new residence's first floor will be constructed at 16.75 feet above sea level; thereby meeting current building and flood requirements. The proposed single - family dwelling will be built on a masonry pile /grade beam foundation with masonry, concrete and steel structures forming the shell of the walls, floor and roof above. The walls, openings and roof will be engineered to withstand category five hurricanes. The dwelling at ground level is comprised of rough cut stone and natural materials that form the base. The upper levels comprise cut and finished stone, stucco, smooth trim and a natural slate tile roof. Oversized gutters, downspouts and chimney caps will be made of copper to add character as the home ages. While this proposal meets the setback standards as available in a Level One Residential Infill Redevelopment Project, there is a request to modify the setback requirements from the CCCL. Community Development Code (CDC) Section 3 -905 establishes within the city the CCCL as the line of reference from which setbacks shall be measured along the Gulf of Mexico for buildings and structures in order to protect the safety, economic, environmental, recreational and community appearance objectives of the city. It further states that any request to modify the setback requirements contained in CDC Section 3 -905 shall be considered as an application for a Level Two approval as provided for in Community Development Board — April 21, 2009 FLD2009 -02004 — Page 2 of 6 Article 4, Division 4; thus the processing of this application as a Level Two Residential Infill Redevelopment Project. Floor Area Ratio (F.A.R.) Pursuant to CDC Section 2- 101.1, the maximum F.A.R. for parcels with a future land use designation of Residential Low (RL) is 0.40. The site proposes a gross floor area of 15,637 square feet resulting in a F.A.R of 0.14. Based upon the above, the development proposal is consistent with the Countywide Future Land Use Plan with regard to the maximum allowable F.A.R. Impervious Surface Ratio (I.S.R.): Pursuant to CDC Section 2- 101.1, the maximum allowable I.S.R. is 0.65. The overall proposed I.S.R. is 0.14, which is consistent with the Code provisions. Minimum Lot Area and Width: Pursuant to CDC Section 2 -104, there is no applicable minimum lot area or lot width for Residential Infill Redevelopment Projects. The combined subject property is 108,700 square feet in area and has a width of 242 feet both of which are in excess of the typical requirements for the use. Minimum Setbacks: Pursuant to CDC Section 2 -104, the development standards set forth for Residential Infill Redevelopment Projects are guidelines that may be varied based upon the flexibility criteria specified for Residential Infill Redevelopment Projects. Those development standards call for a front setback of 10 -25 feet, side setbacks of 0 -15 feet and a rear setback of 0 -15 feet. The proposed detached dwelling will be set back 40 feet from the front (east) property. line. However, it should be noted that a 24 foot wide ingress /egress easement for Mandalay Point Road exists within this setback area, and as measured from this easement, the dwelling will have a setback of 10.5 feet. Regarding the side setbacks, there is a request for reductions on the north side from 15 feet to 10 feet (to building) and on the south side from 15 feet to 10 feet (to building) from the modified lot line. This particular residential district (LDR) has large side setbacks (15 feet) whereas the other low intensity residential districts have side setbacks of only five feet. The previous single - family dwelling at 1160 Mandalay Point Road had side setbacks on the south and north of 4.5 feet and nine feet respectively. Additionally, this area has an established character of side setbacks in this range. This area is unique in the respect that all homes have unobstructed views of the Gulf of Mexico to the west and of the intracoastal waterway to the east therefore the community as a whole is not concerned with side setback reductions as a detriment. A reduction to the rear (west) setback of 15 feet from the CCCL to zero feet (to raised pool and building) has been requested also. The previous single- family dwelling at 1160 Mandalay Point Road covered patio was setback four feet from the CCCL and a wall, planter, shuffleboard court and terrazzo patio existed approximately 24 feet seaward (west) of the CCCL. Due to the overall depth of the property, approximately 450 feet, the rear setback of zero feet (to raised pool and building) from the CCCL will not be visually apparent or impact the views of any neighboring parcels. The CCCL is located approximately 110 feet west of the ingress /egress easement; thereby the parcel has approximately 340 feet of additional property west of the CCCL. Maximum Building Height: Pursuant to CDC Section 2 -104, the maximum building height for Residential Infill Redevelopment Projects is 30 feet. The proposed detached dwelling includes a request to increase the maximum building height from 30 feet to 34 feet (to midpoint of pitched roof). Parcels of this size and location lend themselves to estate size homes, which are large homes that typically require higher roofs to provide for adequate design and engineering of the roof support system. Additionally, there are several estate size homes located on Mandalay Point Road with roof heights greater than 30 Community Development Board — April 21, 2009 FLD2009 -02004 — Page 3 of 6 feet. For example, the dwelling immediately to the north of the subject property has a height of 36.75 feet (to midpoint of pitched roof). Minimum Off - Street Parking: Pursuant to CDC Section 2 -104, within the LDR District, off - street parking is to. be provided at a rate of 2.0 parking spaces per dwelling unit. While the proposal proposes four parking spaces, the garage has an area of 5,345 square feet that can easily accommodate additional parking.. Sight Visibility Triangles: Pursuant to CDC Section 3- 904.A, to minimize hazards at driveway intersections with Mandalay Point Road, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20 -foot sight visibility triangles. The proposed site and landscape design meet this requirement. Utilities: Pursuant to CDC Section 3 -911, for development that does not involve a subdivision, all utilities including individual distribution lines shall be installed underground unless such undergrounding is not practicable. The site plan for this proposal indicates that all on -site electric and communication lines for this project will be placed underground in conformance with this Code requirement. Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the subject property.. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per CDC Sections 2 -101.1 and 2 -102:. The development standards for residential inf:ll projects are guidelines and may be varied based on the criteria set forth in CDC Section 2 -104.D Community Development Board — April 21, 2009 FLD2009 -02004 — Page 4 of 6 Standard Proposed Consistent Inconsistent F.A.R. 0.40 0.14 X I.S.R. 0.65 0.14 X Minimum Lot Area N/A 108,700 square feet X Minimum Lot Width N/A 242 feet X Minimum Setbacks Front: 10 - 25 feet East: 40 feet (to building) X Side: 0 - 15 feet North: 10 feet (to building) X1 South: 10 feet (to building) X' Rear: 0 - 15 feet West: Zero feet from CCCL X1 (to building/pool) Maximum Building Height 30 feet 34 feet X' Minimum Off - Street Parking 2 spaces 4+ spaces X The development standards for residential inf:ll projects are guidelines and may be varied based on the criteria set forth in CDC Section 2 -104.D Community Development Board — April 21, 2009 FLD2009 -02004 — Page 4 of 6 COMPLIANCE WITH FLEXIBILITY CRITERIA: , The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2 -104.D (Residential Infill Redevelopment Project): Consistent I Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X one or more of the following: intensity; other development standards; 2. The development of the parcel proposed for development as a residential infill X project will not materially reduce the fair market value of abutting properties; 3. The uses within the residential infill project are otherwise permitted in the district; X 4. The uses within the residential infill project are compatible with adjacent land uses; X 5. The development of the parcel proposed for development as a residential infill X project will upgrade the immediate vicinity of the parcel proposed for development; X 6. The design of the proposed residential infill project creates a form and function X which enhances the community character of the immediate vicinity of the parcel X proposed for development and the City of Clearwater as a whole; 7. Flexibility in regard to lot width, required setbacks, height, off - street parking access X or other development standards are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3- 913.A: Consistent I Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of March 5, 2009, and deemed the development proposal to be 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: Community Development Board — April 21, 2009 FLD2009 -02004 — Page 5 of 6 1. The 2.50 acres is located approximately 830 feet north of the intersection of Mandalay Point Road and Eldorado Avenue; 2. The property is currently vacant; 3. The proposal is to redevelop the site with a new 9,798 square foot single - family detached dwelling; 4. The proposal includes a lot area of 108,700 square feet (74,445 square feet Open Space/Recreation (OSR) and 34,255 square feet LDR), a lot width of 242 feet, a reduction to the side (north) setback from 15 feet to 10 feet (to building), a reduction the side (south) setback from 15 feet to 10 feet (to building), a reduction to the rear (west) setback from 15 feet to zero feet (to raised pool and building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 feet 34 feet (to midpoint of pitched roof); and 5. There are no 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 Maximum Development Potential Standards as per CDC Section 2- 101.1; 2. That the development proposal is consistent with the applicable Standards and Criteria as per CDC Section 2 -104; 3. That the development proposal is consistent with the Flexibility criteria as per CDC Section 2- 104.D; and 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per CDC Section 3 -913. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development application for a new single family detached dwelling within the Low Density Residential (LDR) District with a lot area of 108,700 square feet, (74,445 square feet Open Space/Recreation (OSR) and 34,255 square feet LDR), a lot width of 242 feet, a reduction to the side (north) setback from 15 feet to 10 feet (to building), a reduction to the side (south) setback from 15 feet to 10 feet (to building), a reduction to the rear (west) setback from 15 feet to zero feet (to raised pool and building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 feet 34 feet (to midpoint of pitched roof) as a Residential Infill Redevelopment Project as per Community Development Code Section 2- 104.D., with the following conditions: Conditions of Approval: 1. That the final design and color of the proposed single family detached dwelling be consistent with the elevations approved by the CDB; 2. That a minor lot line adjustment be submitted and approved prior to submittal for a building permit; 3. That all permits from any regulatory agency be obtained prior to the issuance of any building permits; and 4. That the applicant obtains all necessary sanitary disposal and treatment permits prior to the issuance of any building permits. Prepared by Planning Department Staff: x �e A. Scott Kurleman, Planner III ATTACHMENTS: Location Map; Aerial Map; Zoning Map; Existing Surrounding Uses Map; and Photographs of Site and Vicinity S.IPlanningDepartmenIICD BIFLEX (FLD)IPending caseslQp for the next CDBIMandalay Point 1154 -1160 Gills (LDR) 2009.02 - 4.21.2009 - CDB - SKIMandalay Point 1154 -1160 - Staff Report.doc Community Development Board — April 21, 2009 FLD2009 -02004 — Page 6 of 6 Resume A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727 -562 -4567 x2504 scott.kurleman(a),my clearwater.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 OF SOUTH FLORIDA, 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. Z \ \ \ 25 \ \ \ 1199 �\ Z \ \ 3 D 1188 24 2 Li 119? 93 23 \ �° 5A 2 2 y 11 24A 87 22 23A 21 81 21A 20 1176 OA C` 1170 ./TT 19 ♦ ]UR 9A 5 18 8A 17 _ 1160 1� . 16 P 3 l 15 — X1154 14 14A 13A GU 888600 s0 13 OS /R .� — 12 12A o 11A a 11 J 150 MEXIC _ — 10A 10 1140 A 9 +1136 8 7A — _ 7 _ 6A 6 = 5A _ _ — $ 14 5 _ 1 11 4A ZONING MAP Owner: James P. Gills, III and Joyce P. Gills Case: FLD2009 -02004 Site: 1154 and 1 160 Mandalay Point Road Property Size: 2.50 acres PIN: 32- 28 -15- 54702 - 000 -0140 Atlas Page: 227A 32- 28 -15- 54702- 000 -0160 r 0 0 IPROJECT r SITE I W a I e� W Q LOCATION MAP Owner: James P. Gills, III and Joyce P. Gills Case: FLD2009 -02004 Site: 1154 and 1160 Mandalay Point Road Property Size: 2.50 acres PIN: 32- 28- 15- 54702- 000 -0140 Atlas Page: 227A 32- 28 -15- 54702 - 000 -0160 j \ . 25 \ 198. A r d 1188 v • � 24 �/fQ? 193 Y' S 23 S° 5A 24A 87 22 23A 2A 21 181 21A 20 1176 20A 1170 1 19 75 - - - 18A 18 ■.... 17A 17 ■ 11_ 60 g - -- i6A 16 5A 1154 63 15 - ► _ - 14A 14 GUM111188080■ 13A 150 13 - - _ ► - 12A OF 12 w 11A 11 - - 150 MEXICO _ — — — 10A 10 ► - - _ 1140 9A s j 111136 ` 8A _ ► 8- _ 7A A ► - 6A 5A ► ► - 0 114 0 5 _ _ 1 4A ► — r EXISTING SURROUNDING USES MAP Owner: James P. Gills, III and Joyce P. Gills Case: FLD2009 -02004 Site: 1154 and 1160 Mandalay Point Road Property Size: 2.50 acres PIN: 32- 28 -15- 54702 - 000 -0140 Atlas Page: 227A 32- 28 -15- 54702 - 000 -0160 Map Request Planner Name: A. Scott Kurleman Case Number: FLD2009 -02004 Date Requested: 3/17/2009 Date Requested for (date): 3/23/2009 Maps Requested ® Location Map ® Aerial Map ® Zoning Map ® Existing Surrounding Uses Map Required Documents to be submitted to Engineering ® Legal Description ® Survey ® 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 Mohony, Geographic Technology Manager: Signature Map Name Owner: James P. Gills, III and Joyce P. Gills Case: FLD2009 -02004 Site: 1154 and 1 160 Mandalay Point Road Property Size: 2.50 acres PIN: 32- 28 -15- 54702 - 000 -0140 Atlas Page: 227A 32- 28 -15- 54702 -000 -0160 Kurleman, Scott From: Wells, Wayne Sent: Wednesday, January 28, 2009 2:13 PM To: 'bgrajales @hpe- fl.com; Kurleman, Scott Subject: Gills Residence Project Braulio - Page 1 of 2 You have some inaccuracies in your summary.. Let me see if I can rephrase what you are saying (or what we said the other day): 1. The Gills now own two adjacent parcels. For discussion purposes,. Parcel A is the northern parcel (1160 Mandalay Point) and Parcel B is the southern parcel (1154 Mandalay Point). Today, there is no recorded Declaration of Unity of Title tying existing Parcels A and B together. 2. The proposal now is to relocate the house previously approved by the CDB to the south and. reallocate 10 feet of Parcel B to Parcel. A, so that the new dwelling on Parcel A will meet the required side setbacks on the north and south. 3. Coming back through the FLD process to have the CDB approve the new proposal, the site plan will show both lots and the new lot line as proposed (see #2 above), as well. as showing the proposed dwelling on the site meeting the side. (north and south) setback of 10 feet. 4. The proposed FLD application will include the existing surveys for the current Parcels A and B, the proposed, site plan (see #3 above), a narrative describing what the new proposal is and all other application materials. 5. The Staff Report will include a condition of approval that (potential language) "Prior to the submission for a building permit, a Minor Lot Adjustment be submitted and approved by the Planning Department and recorded in the public records." As part of the Minor Lot Adjustment that the Planning Department will prepare Declaration of Unity of Title documents for the new Parcel A (tying original Parcel A with the 10 feet of Parcel B) and the new Parcel B, which will need to be also completed and recorded in the public records. Unless the Property Appraiser will do so (since the Gills own both original Parcels A and B), neither the Minor Lot Adjustment nor the Declaration of Unity of Title will change. the. location of the common property line. between original Parcels A and B. The Gills . will need to. record a deed. (from the Gills to the. Gills) to move the 10 feet of land from Parcel B to Parcel A. 6. Should the CDB approve the new application with the suggested conditions of approval (language may be modified from that suggested in #5 above), then a Minor Lot Adjustment request will need to be submitted to the Planning Department prior to the application for a building permit to construct the house. For the Minor Lot Adjustment, the following must be submitted: application fee of $150; a letter of request; copies of deeds (both Parcels A and B - so that I have the property owner name as it was recorded); and three signed and sealed copies of surveys for the new Parcels A and B as they are to be reconfigured. We don't want you to have to have the properties resurveyed until the CDB has approved the FLD request. You do. not need to replat anything. 7. 1 do not suggest any discussion of a Release of Unity of Title to modify the parcels in the future, as such would necessarily undo what you are proposing to submit for CDB approval. I do not see Staff supporting such. The owners need to understand that the sale of the property in the future needs to be as modified through the above. Does this sound any better and /or clearer? Wayne - - - -- Original Message---- - From: Braulio Grajales [mailto:bgrajales @hpe - fl.com] 1/30/2009 Page 2 of 2 Sent: Tuesday, January 27, 2009 5:25 PM To: Kurleman, Scott Cc: Wells, Wayne Subject: Gills Residence Project Scott, Good Afternoon. Here is a summary of our conversation yesterday that includes the input provided by Wayne.. As I explained,. Mr. and Mrs. Gills are including in their development the contiguous property to the south (1154 Mandalay Point Road) as well as revised and relocated the. proposed building. In addition, the owners will take out a strip of land ten (10) feet wide from the south parcel and add it to the north parcel (1160 Mandalay Point Road). Both modified parcels will comply with the LDR zoning district minimum lot size and width specifications. To accomplish the above, the two lots (1154 & 1160 Mandalay Point Road) will have to be combined using Unity of Title application. The flexible development application for residential infill projects to DRC and CDB will have to simultaneously address the proposed projects deviations /reductions and request a minor lot line adjustment as a condition of approval. Further, the revised plans will have to include the two properties combined and show the existing and proposed (i.e. shifted) property line dividing both parcels. Following the approval of the revised site plans by DRC and CDB, the owners will have to replat the modified lots as specified in the conditions of approval. Subsequently, the owners can use a Release of Unity of Title to separate the modified parcels. Please let me know if I am missing anything. Thank you. Braulio Grajales, P.E. I Principal High Point Engineering, Inc. 630 Chestnut Street Clearwater, Florida 33756 Tel. (727) 723 -3771 Ext 333 Fax (727) 723 -7150. bgrajales @hpe- fl.com The information contained in this communication and any attachment may be proprietary, confidential, and privileged or subject to the work product doctrine and thus protected from disclosure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication and any attachment is strictly prohibited. If you have received this communication in error, please notify. me immediately by replying to this message and deleting it and all copies and backups thereof. We are not responsible for loss or damage arising from the use of this communication and any attachment, and recommend that you subject these to the latest virus scanning procedures prior to use. Thank you. 1/30/2009 , _ r HIGH POINTIENGINEERING March 18, 2009 Mr. Scott Kurleman City of Clearwater Planning Department 100 S. Myrtle Ave #210 Clearwater, FL 33756 RE: Response to DRC Comments Residence at 1160 Mandalay Point Road Clearwater, Florida 33767 Case Number: FLD2009 -02004 Dear Mr. Kurleman: In response to DRC comments from March 3, 2009, the following is being provided: Engineering Condition: Prior to review by the Community Development Board: 1. Show sidewalks on the plan. Sidewalks are required along both sides of all public and private streets. (Community Development Code Section 3- 1907.) R =/ In order to maintain consistency with the existing sidewalks on Mandalay Point the sidewalk is to be located on the easterly side of Mandalay Point Road. Refer to Site Layout and Parking Plan sheet C -3. 2. If brick pavers are used for driveway installation, they shall be installed per the City's Standards and Specifications, Index #113, Page 1. R =/ Refer to note in Paving, Grading and Drainage Plan sheet C -4. Prior to the issuance of a Building Permit: 1. Sanitary sewer service is not presently available for this property. A Pinellas County Health septic tank permit is required for installation of the septic tank system prior to issuance of the building permit per Florida State Statute Section 381.0065(4). Contact Will Christian II, Onsite Sewage Treatment and Disposal, Environmental Health Division of the Pinellas County Health Department, 4175 East Bay Drive, Suite 300, Clearwater, FL 33764, Phone number: 727.538.7277, Extension 1114, Fax number: 727.507.4255. 630 CHESTNUT STREET ■ CLEARWATER, FLORIDA 33756 1 TEL. (727) 723 -3771 EXT 333 - FAX (727) 723 -7150 g® LU Cn Q a The applicant may want to consider using a private pump to connect to the City of Clearwater's sanitary sewer system, thereby eliminating the need for a septic tank. Contact the Engineering Department for more information. R =/ The previously proposed septic tank system was canceled and a private sanitary lift station and force main connected to the City of Clearwater's sanitary sewer system is at this time proposed. Refer to Utilities Plan and Utilities Details sheets C -5A, C -51B, C -5C, C -6. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition: No issues. Fire Condition: 1. Show location of closest fire hydrant, shall be within 500' of new project. PRIOR TO CDB. R =/ An existing fire hydrant is located at 1154 Mandalay Point Road. Refer to Utilities Plan sheet C -5A. Harbor Master Condition: No issues. Landscape Condition: Cl No issues. w iz 00 Legal Condition: Q 9 ae- No issues. Land Resources Condition: 1. If water, sanitary and electric are proposed to be extended from offsite, submit a tree survey along the corridor where these utilities will be run. Submit prior to CDB. R =/ The proposed force main is to be located under the existing pavement and installed using directional drilling. Refer to Utilities Plan sheets C -5A, C -513, C -5C. 2 Parks and Recreation Condition: No issues - demo of two single family residences, replacing with one single family residence. Stormwater Condition: General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Traffic Engineering Condition: No issues. Zoning Condition: No issues. If you have any questions regarding the information contained herein, please do not hesitate to contact me. Sincerely, HIGH POINT ENGINEERING, INC Braulio Grajales, P.E. Principal 3 :Clearwater February 24, 2009 Jordan Behar 2657 Augusta Dr S Clearwater, F133761 CITY OF CLE.,-..RWAT.E*R 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 - 669 -5575 RE: FLD2009 -02004 -- 1160 MANDALAY POINT RD -- Letter of Completeness Dear Jordan Behar: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2009- 02004. 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 March 05, 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, Scott Kurleman Planner III Letter of Completeness - FLD2009 -02004 - 1160 MANDALAYPOINT RD B 21 ,,! -3; \ "BUTLER" DESIGN IGROUP) INC. ' Butler Design Group, Inc Golden Rain Nursery, Inc Charles R. Butler 4203 4e Avenue North St. Petersburg, Florida 33714 Ph (727) 521 -1684 Fax(727)527 -7422 E -mail: bdgl @tampabay.rr.com Tree Inventory 1154 & 1160 Mandalay pt. Clearwater Beach Fl. 33767 February 2, 2009 As required by the City of Clearwater, I have completed an assessment of all trees (4" dbh or greater) on the subject site. My opinion is set forth below as to the viability (rating of 1 -5) and any potential hazards of these trees. # /.fait,- / TREE DBH & SPECIES / RATING AND COMMENTS 1 14" Sabal Palm 3 2 14" Sabal Palm 3 3 14" Sabal Palm 3 4 off site 7" Sabal Palm 3 5 off site 10" Sabal Palm 3 6 14" Sabal Palm 3 7 11" Coconut Palm 4 8 11 " Coconut Palm 3 9 5 ",5 ",5" Triple Christmas Palm 4 10 10" Coconut Palm 3 11 4" Pyqmy Date Palm 3 12 8 ",7" Montgomery Palm 3 13 10" Foxtail Palm 14 14 5 ",4" Ligustrum Tree 13 1 rX2 UJ 0M C" , A. 2-V m �f �1 15 11" Coconut Palm 4 16 16" Triangle Palm 4 17 7" Montgomery Palm 3 18 4 ",4 "A' Christmas Palm 4 19 7 ",6 ",5 ",5" Reclinata Palm 4 20 5 ",5 ",4" Christmas Palm 4 21 9" Travlers Tree 3 22 off site 12" Sabal Palm 3 23 off site 9" Chinese Fan Palm 3 24 off site 10" Sabal Palm 3 25 10" Travlers Tree 3 26 off site 12" Sabal Palm 3 27 9" Travlers Tree 3 28 9" Travlers Tree 3 29 11" Travlers Tree 3 30 8" Travlers Tree 3 31 7" Travlers Tree 3 32 13" Coconut Palm 4 33 11" Sabal Palm 3 34 10" Sabal Palm 3 35 5 ",5 ",4 ",4 ",4" Sea Grape 3 36 5 ",4" Sea Grape 3 37 off site 6" Sea Grape 3 38 4" Sea Grape 3 39 10" Sabal Palm 3 40 11 " Coconut Palm 4 41 10" Coconut Palm 4 42 10" Sabal Palm 3 43 11" Sabal Palm 3 44 7" Sabal Palm 3 45 10" Sabal Palm 3 46 5 ",5 ",5" Christmas Palm 4 47 4 "A'A' Christmas Palm 4 48 8" Sabal Palm 3 49 4 ",4 ",4 ",4" European Fan Palm 3 50 11" Sabal Palm 3 51 11" Sabal Palm 3 52 12" Sabal Palm 3 53 12" Sabal Palm 3 54 7" Sabal Palm 3 55 9" Sabal Palm 3 56 10" Saba[ Palm 3 ti q�= C. °. 4,9 LU z a� i 57 4 "A'A' Christmas Palm 4 58 11" Coconut Palm 4 59 10" Coconut Palm 4 60 4 "A'A' Christmas Palm 4 61 12" Sabal Palm 3 62 10" Coconut Palm 4 63 6 ",7" Sea Grape 3 64 9" Coconut Palm 3 65 12" Sabal Palm 3 66 8" Sabal Palm 3 67 7" Sabal Palm 3 68 6 ",6 ",6 ",5 ",5 ",4" Weeping Youpon Holly 3 69 10" Sabal Palm 3 70 12" Sabal Palm 3 71 10" Sabal Palm 3 72 13" Sabal Palm 3 73 10" Sabal Palm 3 74 10" Sabal Palm 3 75 11" Sabal Palm 3 76 9" Sabal Palm 3 77 10" Sabal Palm 3 78 9" Sabal Palm 3 79 7" Sabal Palm 3 80 11" Sabal Palm 3 81 9" Sabal Palm 3 82 off site 12" Sylvester cross 3 83 5 ",5" Yucca "Soft leaf' 2, Flush cuts, Severe basal trunk decay/cavity 84 4" Areca cluster 4 85 8" Weeping Youpon Holly 3, Trunk decay, Mechanical damage, Poor structure 86 12" Sabal Palm 1, Hazardous tree, Basal trunk cracks /splits running parallel with vascular bundles. Internal decay, Leaning 87 11" Sabal Palm 3 88 8" Saba[ Palm 3, Mechanical damage 89 12" Sabal Palm 3 90 5 ",5 ",11" Weeping Youpon Holly 3, Co- dominate 91 7" Sabal Palm 3 92 9" Sabal Palm 3 93 off site 11" Sabal Palm 4 94 off site 11" Sabal Palm 3 95 10" Sabal Palm 3, Old Mechanical damage Q, N 00 Uj Q� k 96 10" Sabal Palm 3 97 7" Sabal Palm 3 98 9" Sabal Palm 3 99 9" Sabal Palm 3 100 4 ",4 ",4 ",4" Reclinata Palm 3 101 4 "A' Roebelenii Palm 3 102 11 ",8" Weeping Youpon Holly 3 I affirm that my opinions have been made in good faith, with no coercion from others. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, ISA Certified Arborist, Certificate #FL -1235A Butler Design Group/ Golden Rain Nursery, Inc. 4 sM C; 00 f� w o U- EXHIBIT "A" LEGAL DESCRIPTION 32/28/15/54702/000 /0140 LOT 14, 14A, 15 AND 15A, FIRST ADDITION TO MANDALAY POINT SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; ALSO ALL OF THE LAND BETWEEN THE EASTERLY PROJECTION OF THE NORTH AND SOUTH BOUNDARIES OF SAID LOTS, TO THE CHANNEL IN CLEARWATER BAY, AND THE WESTERLY PROJECTION OF SAID NORTH AND SOUTH BOUNDARIES, TO THE CHANNEL IN THE GULF OF MEXICO; ALSO, THE RIGHT TO USE OF THE TRACT. MARKED "PALMER- HAYWARD, RESERVED" FOR ROADWAY PURPOSES; EXCEPT THAT THE WESTERLY 5 FEET _OF „THIS TRACT IS RETAINED FOR THE INSTALLATION AND MAINTENANCE OF-WATER AND GAS MAIN, POWER LINES, AND OTHER PUBLIC UTILITY SERVICE. 1 C MLu s y� O� O- . LEGAL DESCRIPTION 32/28/15/54702/000 /0160 PARCEL 1 LOTS 16,16A, 17,17A, FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, TOGETHER WITH ALL RIGHT, TITLE, AND INTEREST OF THE SELLER IN AND TO ACCRETED LANDS EXTENDING TO THE GILF OF MEXICO. PARCEL 2 NON - EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER THE TRACTS MARKED PALMER - HAYWARD RESERVED, ON THE PLATS OF MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 68, AND FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 71, ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 3 BEGIN AT THE SOUTHWESTERLY CORNER OF LOT 16, FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S. 77 °- 16'- 00 "W., ALONG THE WESTERLY EXTENSION OF THE SOUTHERLY BOUNDARY OF SAID LOT 16 AS A BASIS OF BEARINGS, TO A POINT ON THE MEAN HIGH WATER LINE OF THE GULF OF MEXICO; THENCE IN A NORTHERLY DIRECTION, MEANDERING THE MEAN HIGH WATER LINE OF THE GULF OF MEXICO, 121 FEET, MORE OR LESS, TO A POINT LOCATED S. 770- 16' -00 "W. OF THE NORTHWESTERLY CORNER OF LOT 17 OF SAID FIRST ADDITION TO MANDALAY POINT SUB.; THENCE N. 77 °- 16'- 00 "E., TO THE NORTHWESTERLY CORNER OF SAID LOT 17; THENCE S. 19 °- 11'- 43 "E., (S 12 °44'- 00 "E., PLAT) ALONG THE WEST BOUNDARY OF SAID LOT 17, 60.24 FEET, (60.41 FEET, PLAT) TO THE SOUTHWEST CORNER OF SAID LOT 17; THENCE S 12 °- 31'- 18 "E., (S. 12 °- 44'- 00 "E., PLAT) ALONG THE WEST BOUNDARY OF SAID LOT 16, 59.85 FEET, (60.00 FEET, PLAT) TO THE SOUTHWEST CORNER OF SAID LOT 16, THE POINT OF BEGINNING. PARCEL 4 ALL OF THE UPLAND LYING EASTERLY OF THE EAST BOUNDARY OF LOTS 16A AND 17A, FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND WESTERLY OF THE MEAN HIGH WATER LINE OF CLEARWATER HARBOR, BOUNDED ON THE NORTH BY THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF LOTS 17 AND 17A, AND BOUNDED ON THE SOUTH BY THE EASTERLY EXTENSION OF THE SOUTH BOUNDARY OF LOTS 16 AND 16A. C" a cp Lu 4 c Z5 W c, 0 6: "I. - 0 EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL REDEVELOPMENT PROJECT 1154 & 1160 Mandalay Point Road The project site is located on North Clearwater Beach on Mandalay Point and includes land on the east and west sides of Mandalay Point Road, a private road. The total property is comprised of two parcels: Parcel 32/28/15/54702/000 /0140 (1154 Mandalay Point Road) and Parcel 32/28/15/54702/000 /0160 (1160 Mandalay Point Road). There are currently 12 developed homes in this area of Clearwater Beach including the two residences located on the subject parcels. The two parcels are zoned "LDR" and "OS /R" both with a land use designation of "RL" and "P ". The purpose of this request is to allow the Applicant to demolish the two existing residences, which were originally constructed in 1946 and 1951, build a new home on Parcel 32/28/15/54702/000 /0160 (1160 Mandalay Point Road), and reallocate 10 feet from Parcel 32/28/15/54702/000 /0140 to Parcel 32/28/15/54702/000 /0160 so that the new dwelling will meet the required side setbacks on the north and south. The two modified parcels will comply with the "LDR" District minimum development standards for lot area (i.e. 20,000 sq. ft.) and lot width (i.e. 100 ft) under the provisions of section 2 -102. Mandalay Point is an unique area of Clearwater Beach as each lot fronts both the Gulf of Mexico and Clearwater Bay. Although the area was platted in 1936 with 27 lots, many estate homes were built on multiple lots resulting in the current configuration of 13 tax parcels (one of which is currently vacant) and twelve homes. This particular property includes portions of four platted lots each having a lot width of approximately 60 feet. The depth of the property is approximately 450 feet to the mean high water line due to accreted lands to the West. The developable depth of the property, based on the location of the Coastal Construction Control Line ( "CCCL ") and excluding the private road and property east of the road, is approximately 110 feet. Specifically, the Applicant under the provisions of Section 2- 104.D., requests Flexible Development approval to permit a detached dwelling as a Residential Infill Project in the Low Density Residential (LDR) District with: (i) a reduction to the rear (west) setback from 15 to zero (0) feet from cm the Coastal Construction Control Line (CCCL) (to raised pool and p ® t building); and 6O1 �LU (ii) an increase to the maximum building height from 30 to 34 feet (to rY midpoint of pitched roof); f p.A Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The subject property has residential homes to the north and south with private and public beach land to the west and a private road and dock to the east. Each of the other homes on Mandalay Point has the same amenities. The requested deviation from minimum rear setback and maximum height requirements will not disrupt the harmony or scale of the neighborhood. The new residence will be set back 10 feet from the north and south lot lines at an average distance of 15.5 feet from the private road. As such it will not impair the view of the neighboring property owners. As to the height, the proposed residence is compatible with other homes in the neighborhood. The house located at 1170 Mandalay Point Road, which abuts the northerly property line, has a height of 47.69 feet above NAVD at mid point of roof as compared to this request for 45.0 feet above NAVD (34.0 feet to midpoint of pitched roof). Furthermore, 1176 Mandalay Point Road is not elevated above grade; if it were elevated per current building code with finished floor 13.0 feet above, its current height would be 44.7 feet (i.e. 31.7 feet +13.0 feet) above NAVD to bottom of truss. The size of these lots and estate homes naturally requires a higher roof to provide adequate design and engineering of the roof support system. 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The value of the subject property and the surrounding properties on Mandalay Point is significant because of their unique location and the requested deviation as to maximum height and minimum rear setback will not reduce those values. The adjoining parcels are already developed and the proposed redevelopment of the property will not hinder development of the neighboring land. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Health and safety will not be adversely impacted as the use will continue to be single family residence. In fact, health and safety will be improved because the new residence will be constructed in accordance with current building codes requirements, which will be less susceptible to wind and flood damage, and a new septic system will be installed. 2 4) The proposed development is designed to minimize traffic congestion. The property has access by a private road which is shared by the other 13 parcels on Mandalay Point Road. There is no change in density of the site, which remains as one single - family residence and traffic is not impacted. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character of this Mandalay Point neighborhood is one of large, residential, estate homes. The proposed residence is of the same character. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The parcels will continue to be occupied by the same family in one single family residence. The new residence will be constructed in compliance with current building Codes which will be more structurally sound than the original residences constructed in 1946 and 1951. The deviation requested as to the maximum height and minimum rear setback will not have a visual impact because the setback is measured to the CCCL which is not visual as the property stretches for hundreds of feet beyond the CCCL to the mean high water line; and the height is compatible with other homes in the neighborhood, in particular the abutting house to the north. Residential Infill Project Criteria 1) The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from one or more of the following: intensity; other development standards. As discussed in Criteria 6 above, the deviations requested are minimal and will not be visually apparent to the surrounding parcels. As discussed in response to General Applicability Criteria 1 above, the proposed minimum rear setback reduction and maximum height increase are compatible with other homes in the neighborhood. The current building code requirements include no livable area below Base Flood Elevation (BFE). The livable area in the existing residences is below BFE so it is unfeasible to reconstruct them since it would involve almost total demolition. Furthermore, reconstruction of these existing residences would be impractical without the requested maximum height deviation. 3 C.� 11� CM O C 2) The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. The just market value of the subject properties, according to the Pinellas County Property Appraiser's Office, is $8,361,800. The values of surrounding parcels vary from $3,564,000 to $7,150,400, having improvements ranging in size from 4,000 sq. ft. to 14,000 sq. ft. The value of these lots is due to their location having frontage on both the Gulf of Mexico and Clearwater Bay. The new residence will not reduce but instead increase the value of the parcels and will not negatively impact the abutting parcels. 3) The uses within the residential infill project are otherwise permitted in the City of Clearwater. This request does not change the use of the properties as single family residential. 4) The uses or mix of use within the residential infill project are compatible with adjacent land uses. The current and proposed use of the subject properties is single family residential as are all other properties on Mandalay Point. 5) The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The existing residences were originally constructed in 1946 and 1951, and do not meet current building code requirements. The demolition of the two original residences and the construction of a new home which is more structurally sound will enhance the neighborhood. 6) The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The French traditional architectural style will be compatible with the community character of estate homes. The proposed design will include details with changes in the horizontal and vertical planes, columns, cornices, and porticos, variety in materials, color and texture, building stepbacks and attic with dormers and distinctive roof forms. In addition, the installation of substantial new landscape which is tolerant to the Florida environment will add to the community character. '� i 7) Flexibility in regard to lot width, required setbacks, height, off - street parking access or other development standards are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The parcels include accreted lands located west of the defunct seawall located on the property. The accreted land extending to the mean high water, results in a property depth of approximately 450 feet. Due to the overall depth of the property, the rear setback of zero (0) feet to the Coastal Construction Control Line will not be visually apparent to, nor have any impacts on the views of, the neighboring parcels. Further, the zero (0) foot rear setback to CCCL is primarily for the lap pool, which, because it is raised 12 inches above ground floor level is considered a primary structure. On September 18, 2008, the Board of Adjustment and Appeals approved the applicant's request for a variance from the 18 feet seawall setback as set forth in the building code. 5 r Q Q 1 W pa YOUNG, DEAN W 946 BAY ESPLANADE CLEARWATER FL 33767 - 1001 HARRISON, KARLA H K 1140 MANDALAY AVE CLEARWATER FL 33767 - 1042 GILLS, JAMES P III GILLS, JOYCE P 1160 MANDALAY PT CLEARWATER FL 33767 - 1042 COPE, RICHARD W COPE, JILL FISHER 1188 MANDALAY PT CLEARWATER FL 33767 - 1042 CARLOUEL POINT CORP 1176 MANDALAY PT CLEARWATER FL 33767 - 1042 FtZa-0o -oaoy BROWN, HERBERT G HEYE, HANS F BROWN, DIANE F 611 DRUID RD # 200 1114 MANDALAY POINT RD CLEARWATER FL 33756 - 3946 CLEARWATER FL 33767 - 1042 RANKIN, THOMPSON L ECKERD, RUTH B EST THAYER, STELLA F 2378 ANTHONY AVE 101 E KENNEDY BLVD #3460 CLEARWATER FL 33759 - 1201 TAMPA FL 33602 - 5151 ODIO, CECILIA YOUNG, DEAN W 1170 MANDALAY PT 1176 MANDALAY PT CLEARWATER FL 33767 - 1042 CLEARWATER FL 33767 - 1042 MANDALAY POINT 132 ROYAL PALM WAY PALM BEACH FL 33480 - 4254 THAYER, STELLA F RANKIN, THOMPSON L 101 E KENNEDY BLVD #3460 TAMPA FL 33602 - 5151 HUNTER, CAROLYN C 1198 MANDALAY PT CLEARWATER FL 33767 - 1042 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, April 21, 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. James P. & Joyce P. Gills are requesting Flexible Development approval for a new single family detached dwelling within the Low Density Residential (LDR) District with a lot area of 108,700 sq ft, (72,722 sq ft Open Space/Recreation (OSR) and 36,178 sq ft LDR), a lot width of 242 ft, a reduction to the side (north) setback from 15 ft to 10 ft (to building), a reduction to the side (south) setback from 15 ft to 10 ft (to building), a reduction to the rear (west) setback from 15 ft to zero ft (to raised pool and building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 ft to 34 ft (to midpoint of pitched roof) as a Residential Infill Redevelopment Project as per Community Development Code Sec. 2- 104.D. (Proposed Use: Detached Dwelling) at 1154 and 1160 Mandalay Point Rd., Mandalay Point Sub 0 Add Lots 14 thru 17A. Assigned Planner: A. Scott Kurleman, Planner III. FLD2009 -02004 2. Anna Tsafatinos is requesting Flexible Development approval to permit a restaurant in the Downtown (D) District within an existing building with zero off - street parking spaces as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Sec. 2- 903.C. (Proposed Use: Restaurant) at 22 N. Fort Harrison Ave., Earl & Tate's Sub that Part of Lots 12 & 13 Unsubdivided Land Desc as Beg 43 FT S of NE Cor Lot 13 TH S 43.5 Ft TH W 97 FT TH N 43.5 FT TH E 97 FT to POB. Assigned Planner: A. Scott Kurleman, Planner III. FLD2009 -03010 3. Michael Preston (Frenchy's South Beach, Inc.) is requesting Flexible Development approval to permit a 228 sq ft building addition and a minor deck expansion for an existing restaurant within the Tourist (T) District with a front (west) setback of zero ft (to building), a side (south) setback of zero ft (to building/pavement), a side (north) setback of 15.91 ft (to building) and 5 ft (to pavement), and a rear (east) setback of 42 ft (to building) and zero ft (to pavement); a building height of 22 ft; and 5 off - street parking spaces as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Sec. 2- 803.C; and a reduction to the required foundation landscaping along S. Gulfview Blvd. from 5 to zero ft as part of a Comprehensive Landscape Program, under the provisions of Community Development Code Sec. 3- 1202.G. (Proposed Use: Restaurant) at 351 S. Gulfview Blvd., Lloyd- White- Skinner Sub Lot 70. Assigned Planner: Robert G. Tefft, Development Review Manager. FLD2008 -04009 4. Heritage United Methodist Church at Countryside, Inc. is requesting Flexible Development approval to permit the redevelopment of an existing place of worship in the Institutional (1) District with a lot area of 8.63 acres, a lot width along Landmark Dr. (east) of 738 ft and along State Road 580 (north) of 375 ft, a front (east) setback of 28.6 ft (to existing building) and 9.24 ft (to existing pavement), a front (north) setback of 39.3 ft (to existing building), a side (west) setback of 35.5 ft (to existing building) and 10 ft (to existing pavement), a side (north) setback of zero ft (to existing and proposed pavement), a side (south) setback of 44 ft (to proposed building) and 18 ft (to proposed pavement), a rear (west) setback of 28 ft (to proposed pavement) and 23 ft (to proposed dumpster enclosure), a building height of 38 ft (to midpoint of pitched roof) and 404 parking spaces (on- and off - site), as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Sec. 2- 1204.A; and a reduction to the front buffer along Landmark Dr. from 15 to 9.24 ft (to existing pavement), a reduction to the north buffer from five to zero ft (to existing and proposed pavement) and a reduction to the west buffer from 12 to 10 ft (to parking spaces), as a Comprehensive Landscape Program, under the provisions of Community Development Code Sec. 3- 1202.G. (Proposed Use: Redevelopment of an existing place of worship) at 2650 and 2680 Landmark Dr., From NW Cor of SE '/4 TH E 1200FT TH S 53.6FT for POB TH E 322.78FT TH SE'LY 38.43FT TH S 464.51FT TH W 350FT TH N 490.8FT to POB Cont 3.97 AC(C), and from NW Cor of SE' /4 TH W 800FT TH S 544.51FT for POB TH S 269.85FT TH E 775.42FT to W R/W of Landmar Dr TH N'ly Alg R/W Cur RT RAD 93.75FT ARC 218.51FT CB N07DW 218.92FT TH N 53.15FT TH W 750FT to POB Cont 4.73AC(C). Assigned Planner: Wayne M. Wells, AICP, Planner 1II. FLD2009 -02002 5. Ruth B Marks THE (Dunkin' Donuts) is requesting Flexible Development approval to permit the upgrading and expansion of an existing restaurant with a lot area of 22,977 sq ft (after vacation of a portion of the Turner St. right -of -way), a lot width of 132 ft along S. Missouri Ave. (east) (after vacation of a portion of the Turner St. right -of -way) and 170 ft along Turner St. (north) (after vacation of a portion of the Turner St. right -of -way), a front (east) setback of 12 ft (to pavement), a front (north) setback of zero ft (to existing sidewalk), a side (west) setback of 5.5 ft (to pavement), a side (south) setback of 4.75 ft (to pavement), a building height of 11 ft (to flat roof deck) and 25 parking spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Sec. 2- 704.M; and a reduction to the landscape buffer along S. Missouri Ave. (east) from 15 to 12 ft, a reduction to the landscape buffer along Turner St. (north) from 10 to zero ft, a reduction to the landscape buffer along the south property line from 5 to 4.75 ft, a reduction to required interior landscape area from 10 to 5 percent of the vehicular use area and reductions to the foundation landscape area along the east side of the building from 5 to 4.25 ft and along the north side of the building from 5 to zero ft, as a Comprehensive Landscape Program, under the provisions of Community Development Code Sec. 3- 1202.G. (Proposed Use: Upgrading and expansion of an existing restaurant (Dunkin' Donuts) at 600 S. Missouri Ave, Turner Street Groves (Dunkin Donuts LSE) Lots 6 thru 12 Incl & Vac Alley Between Less Rd R/W. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2009 -02003 6. Countryside Christian Center (Pastor Glen Gammon) 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 basketball court within an existing grass off - street parking area is inconsistent with the General Standards for Level One Approvals as set forth in Community Development Code Sec. 3- 913.A.6; the standards for Off - Street Parking Spaces as set forth in Community Development Code Sec. 3- 1404.13 and C; and the standards for Conformance to Uniform Traffic Control Devices as set forth in Community Development Code Sec. 3- 1410.A. (Existing Use: Place of Worship.) at 1850 McMullen Booth Rd., Beg SW Cor of NW '/4 of SW '/4 TH N45DE 1219.16FT TH E 289.43FT to RD R/W TH S Alg R/W 1153FT(S) TH W 362.25FT TH N 236.01FT TH W 813.22FT TH N 50.2FT to POB Cont 17.4AC(C). Assigned Planner: Matt Jackson, Planner II.. APP2009 -00001 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 Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater 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 THEH2 REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http: / /clearwater.g ran icus. com/ViewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 04/09/09 kAdIL __-,in Vacant lot at 1160 Mandalay Point Road. be demolished. Road. 1154 and 1160 Mandalay Point Road FLD2009-02004 i A 1.. 4 �Jw r Jr .n p� t AERIAL MAP Owner: James P. Gills, III and Joyce P. Gills Case: FLD2009 -02004 Site: 1 154 and 1 160 Mandalay Point Road Property Size: 2.50 acres PIN: 32- 28- 15- 54702 -000 -0140 Atlas Page: 227A 32- 28 -15- 54702 -000 -0150 BUILDING INFORMATION OCCUPANCY CLASSIFICATION: R -3 (RESIDENTIAL) TYPE OF CONSTRUCTION: V B (SPRINKLERED) HEIGHT: 34'- 0 ". (MEASURED TO MIDPOINT OF PITCHED ROOF) NUMBER OF FLOORS: 4 FOOTPRINT: 8,470 S.F. FLOOD ZONE INFORMATION PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), THE SITE IS LOCATED WITHIN FLOOD ZONES "AE" (EL.12), "AE" (EL. 13), "VE" (EL.13), "VE" (EL.14), WE" (EL. 15), "VE" (EL. 16), AND "VE" (EL. 17). (FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER: 12103C0064G, MAP REVISED 9/312003). ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM. GEOTECHNICAL INVESTIGATION G E TECHNICAL INFORMATION PROVIDED BY: GULF COAST TESTING LABORATORY , INC SIGNED AND SEALED BY: RAMANUJA C. KANNAN, P.E. # 38688 DATED: 1/12/09 BOUNDARY AND TOPOGRAPHIC SURVEY O TO U SURVEY INFORMATION PROVIDED BY: GEORGE A. SHIMP II AND ASSOCIATES, INC. LB 1834 SIGNED AND SEALED BY: GEORGE A. SHIMP II, P.S.M # 2512 DATED: 2/2/09 UTILITIES PROVIDERS ELECTRICITY WATER AND SEWER PROGRESS ENERGY FLORIDA CITY OF CLEARWATER UTILITIES DEPARTMENT 100 CENTRAL AVENUE 100 S. MYRTLE AVENUE ST. PETERSBURG, FLORIDA 33701 CLEARWATER, FLORIDA 33756 TEL: (877) 372 -8477 TEL: (727) 562 -4600 CABLE TELEPHONE BRIGHT HOUSE NETWORKS VERIZON 2114 DREW STREET P.O. BOX 11328 CLEARWATER, FLORIDA 33765 ST. PETERSBURG, FLORIDA 33733 TEL: (727) 329 -5020 TEL: (800) 483 -4000 GAS CLEARWATER GAS SYSTEM 400 NORTH MYRTLE AVENUE CLEARWATER, FLORIDA 33755 TEL: (727) 562 -4900 FIRE (VIA HYDRANTS) CITY OF CLEARWATER FIRE DEPARTMENT 610 FRANKLIN STREET CLEARWATER, FLORIDA 33756 TEL: (727) 562 -4334 CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" OF FLORIDA AT 1- 800- 432 -4770 A MINIMUM OF 2 AND A MAXIMUM OF 5 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. OWNER: JAMES P. GILLS, III AND JOYCE P. GILLS 1160 MAN DALAY POINT ROAD CLEARWATER, FLORIDA 33767 TEL: (727) 441 -8845 TEL: (727) 871 -2900 ENGINEER: HIGH POINT ENGINEERING, INC. 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 SURVEYOR: GEORGE A. SHIMP II AND ASSOCIATES, INC. 3301 DESOTO BOULEVARD, SUITE D PALM HARBOR, FLORIDA 34683 TEL: (727) 784 -5496 FAX: (727) 786 -1256 TREE INVENTORY: BUTLER DESIGN GROUP, INC. 4203 -46TH AVENUE NORTH ST. PETERSBURG, FL 33714 TEL: (727) 521 -1684 FAX: (727) 527 -7422 DEVELOPER: 1154 & 1160 MANDALAY POINT ROAD CLEARWATER, FLORIDA 33767 JAMES P. GILLS, III AND JOYCE P. GILLS 1160 MANDALAY POINT ROAD CLEARWATER, FLORIDA 33756 TEL: (727) 441 -8845 TEL: (727) 871 -2900 ARCHITECT: BEHAR DESIGN ASSOCIATES 103 ROGERS STREET CLEARWATER, FLORIDA 33761 TEL: (727) 488 -9490 FAX: (727) 669 -5575 CONTRACTOR: MONOGRAM BUILDERS INC. 521 S. MARTIN LUTHER KING JR. AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 446 -7600 FAX: (727) 446 -7668 LANDSCAPE: BUSK AND ASSOCIATES 816 MYRTLE TERRACE NAPLES, FLORIDA 34103 TEL: (239) 263 -7133 FAX: (239) 263 -2751 SITE AERIAL PHOTOGRAPH N.T.S. . . �ppl:: ...... ... . I. ... , ... f2 CITY OF CLEARWATER, PINELLA S COUNTY, FLORIDA PARCEL ID # 32/28/15/54702/000 /0140 & 32/28/15/54702/000 /0160 �S EXISTING PROPOSED CODE REQUIREMENTS i , .�.:..... ..:::.�::. - ...... g ..... :: ..::.. ... ,. ..:: .... . - -:. t. t� p r 3i X. ..... t .. 4 s -:. . _ ... z .::... :, t r 1 "r'� I. s .. ..... , . ,t SINGLE FAMILY RESIDENTIAL �Is SITE AREA: 108,700 S.F. (2.495 AC.) .....::.......t ' ti 20,000 SF (MIN) O 9 t-^ r i C7 77 , - .. .� - ... :. . _;_......... :........:::..:....: :::; ..... ..... ... . , .. ..:.. . . 3s TOTAL DWELLING UNITS: ........... ., 0J CT 1 z 0 ... . 2.54 UNITS PER ACRE 1.27 UNITS PER ACRE . :: 4t SITE . ?:;i; �f .................. .......... ...... . ............. ........ .......... .......................... 4 ............... ............ ........ ................... ... O ............ . .......... ........ .................. ... . } . . ...... ...... ........... .:. .: ........ .......... ................. ............. .... . _. _ ................... .... r _ W- ., .... , �{ Est .... .. ............ ............... ................ ..... ... = ................ .... ................. 0- ........ ... .... .......... . �. ....... ... .... .. ..... ....... ........ ................. ........... . ........ . ......... . ...... .......... . ....... ........ ... ;.�;: ....... ......... . ................ ... .............................. ............... ............. y .... . ....... ....... .... ...................... ... . ...... .. ...... . . .. .......... t ........ . . F_ t. , f .....:.: . t .... ::.... -: ... . . . . . .. .... . . ...... ................ .............. ...... ............. ........... ... :.... ... ..:.: ...: :.:.. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . `.. .....- i . . .. . . . . . . : : : : ::: : : ; : :.:r:.:.:.;.,� ....... .. . . . . . . . f. :..:. ...... . .: ....:.. f .,. .. .... .. ... .:: Sri :i:. .. ..... _ .............. .. _ ....:....... ................... .... >. � >r . .. < i ..; s 5 20 FT. .. 1. . r b .. TOTAL IMPERVIOUS AREA: 22,462 S.F. 4 0.60 (MAX) - t i( 4 ®x F f 0.144 i k 86,238 S.F. 93,063 S.F. i J � Y i d i ti 7 jf Ctiti 1 } PERCENTAGE OF SITE AREA: 79.3% J, SITE LOCATION MAP N.T.S. SITE DATA TABLE SECTION 32, TOWNSHIP 28 S, RANGE 15 E CITY OF CLEARWATER, PINELLA S COUNTY, FLORIDA PARCEL ID # 32/28/15/54702/000 /0140 & 32/28/15/54702/000 /0160 DESCRIPTION EXISTING PROPOSED CODE REQUIREMENTS ZONING: LDR & OS /R LDR & OS /R LDR & OS /R LAND USE: RL & P RL & P RL & P USAGE: SINGLE FAMILY RESIDENTIAL SINGLE FAMILY RESIDENTIAL RESIDENTIAL LOW & PRESERVATION SITE AREA: 108,700 S.F. (2.495 AC.) 108,700 S.F. (2.495 AC.) 20,000 SF (MIN) DEVELOPABLE AREA: 34,255 S.F. (0.786 AC.) 34,255 S.F. (0.786 AC.) C7 BUILDING FOOTPRINT AREA: 11,600 S.F. 8,470 S.F. O PERCENTAGE OF SITE AREA: 10.7% 7.8% m TOTAL DWELLING UNITS: 2 1 z 0 DENSITY: 2.54 UNITS PER ACRE 1.27 UNITS PER ACRE 5 UNITS PER ACRE (MAX) 0 FRONT (EAST): 34.8 FT. 40.3 FT. 25 FT. SIDE (NORTH): 9.1 FT. 10.0 FT. 10 FT. Lu 0 BUILDING J U U 0- SETBACKS SIDE (SOUTH): 17.0 FT. 10.0 FT. 10 FT. REAR (WEST): 301.3 FT. 273.6 FT 20 FT. (1) 0.0 FT. FROM CCCL BUILDING HEIGHT: 20 FT. (1) 34.0 FT. 30 FT. TOTAL IMPERVIOUS AREA: 22,462 S.F. 15,637 S.F. 0.60 (MAX) IMPERVIOUS SURFACE RATIO (I.S.R.): 0.206 0.144 TOTAL PERVIOUS AREA: 86,238 S.F. 93,063 S.F. 40.0% (MIN) PERCENTAGE OF SITE AREA: 79.3% 85.6% OFF - STREET PARKING: 4 SPACES 4 SPACES 2 SPACES PER UNIT MINIMUM OFF - STREET PARKING CALCULATION: 1 DWELLING UNIT x 2 SPACES PER UNIT = 2 SPACES (1) FLEXIBLE DEVELOPMENT APPLICATION INDEX OF DRAWINGS SHEET Na. CONTENT C -1 SITE DEVELOPMENT DATA C -2 DEMOLITION PLAN C -3 SITE LAYOUT AND PARKING PLAN C -4 PAVING, GRADING & DRAINAGE PLAN C -5A, C -513, C -5.0 UTILITIES PLAN C -6 UTILITIES DETAILS L -1 TREE INVENTORY PLAN A -1 GROUND LEVEL FLOOR PLAN A -2 ELEVATIONS A -3 ELEVATIONS SITE LAII"PPROV D 140 cl CASE _ !�I)((� (�zt��� f; f CASE TYPE_ DRC DATE 0 W CDBDATE�'�f' SIGNXFIJR� DivrE L I' SUMMARY OF GROSS FLOOR AREAS: FIRST FLOOR = 8,470 SF SECOND FLOOR = 6,095 SF THIRD FLOOR = 5,145 SF FOURTH FLOOR = 1,700 SF TOTAL = 21,410 SF z O D_ Fy U U) w CO Z O U) w I � w I--- Q D r m 0 z I- rf J � rn W Q t I^ INDEX OF DRAWINGS SHEET Na. CONTENT C -1 SITE DEVELOPMENT DATA C -2 DEMOLITION PLAN C -3 SITE LAYOUT AND PARKING PLAN C -4 PAVING, GRADING & DRAINAGE PLAN C -5A, C -513, C -5.0 UTILITIES PLAN C -6 UTILITIES DETAILS L -1 TREE INVENTORY PLAN A -1 GROUND LEVEL FLOOR PLAN A -2 ELEVATIONS A -3 ELEVATIONS SITE LAII"PPROV D 140 cl CASE _ !�I)((� (�zt��� f; f CASE TYPE_ DRC DATE 0 W CDBDATE�'�f' SIGNXFIJR� DivrE L I' SUMMARY OF GROSS FLOOR AREAS: FIRST FLOOR = 8,470 SF SECOND FLOOR = 6,095 SF THIRD FLOOR = 5,145 SF FOURTH FLOOR = 1,700 SF TOTAL = 21,410 SF z O D_ Fy U U) w CO Z O U) w I � w I--- Q D r m 0 z z r-° Z C? n r, M M 04 04 W Lu w w C'14 Z Z m "X U C7 N t— Z LL w z z° J Lu o Q a% \ o O w U � C� z w w z (D w J � U � � M Z �a Z i CO 0 L Z � ro t � D °ro a5 Q coo U J ©COPYRIGHT 2009 THIS DRAWING IS THE PR ! G ?QIrJ i ��} hN t:RING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS t38 '0 cab J91�IS =D, ALTERED OR USED IN ANY WAY WITHOUT W FRO, Hi�FtF O :NT ENGINEERING, INC. auks', 58626 ? rCF33 L416 GRAJALES '_ _ FL Registration No. "„ Drgfe4iongl Engirieer Sign Dale COPY OF THIS PLAN ly� V�1Lf,Ei gDJ4E5$ 6 G�JEC, SEALED AND DATED BY THE W rJ rE$S {( rJttL FNGINE �A AJ F Yt +3 I- � rn W Q � o O o Z 7 °o °p W O 00 ch C7 co C7 O O m m m m o Z U 0 CL. p � Cn 0 — w 0 z 0 Lu Lu U U 7 a Q z r-° Z C? n r, M M 04 04 W Lu w w C'14 Z Z m "X U C7 N t— Z LL w z z° J Lu o Q a% \ o O w U � C� z w w z (D w J � U � � M Z �a Z i CO 0 L Z � ro t � D °ro a5 Q coo U J ©COPYRIGHT 2009 THIS DRAWING IS THE PR ! G ?QIrJ i ��} hN t:RING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS t38 '0 cab J91�IS =D, ALTERED OR USED IN ANY WAY WITHOUT W FRO, Hi�FtF O :NT ENGINEERING, INC. auks', 58626 ? rCF33 L416 GRAJALES '_ _ FL Registration No. "„ Drgfe4iongl Engirieer Sign Dale COPY OF THIS PLAN ly� V�1Lf,Ei gDJ4E5$ 6 G�JEC, SEALED AND DATED BY THE W rJ rE$S {( rJttL FNGINE �A AJ F Yt +3 I- W Q O o Z 7 zIr--O- W O CW G 0 Q 0 _j� 0 00 w z ILL. 0 J � W z _ ; od W o w C%) Lu 0 J U U 0- z r-° Z C? n r, M M 04 04 W Lu w w C'14 Z Z m "X U C7 N t— Z LL w z z° J Lu o Q a% \ o O w U � C� z w w z (D w J � U � � M Z �a Z i CO 0 L Z � ro t � D °ro a5 Q coo U J ©COPYRIGHT 2009 THIS DRAWING IS THE PR ! G ?QIrJ i ��} hN t:RING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS t38 '0 cab J91�IS =D, ALTERED OR USED IN ANY WAY WITHOUT W FRO, Hi�FtF O :NT ENGINEERING, INC. auks', 58626 ? rCF33 L416 GRAJALES '_ _ FL Registration No. "„ Drgfe4iongl Engirieer Sign Dale COPY OF THIS PLAN ly� V�1Lf,Ei gDJ4E5$ 6 G�JEC, SEALED AND DATED BY THE W rJ rE$S {( rJttL FNGINE �A AJ F Yt +3 DEMOLITION NOTES TO CONTRACTOR . 1. THE CONTRACTOR SHALL OBTAIN ALL REQ4JIRED PERMITS AS REQUIRED BY CITY / COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. 2. THE CONTRACTOR SHALL INSPECT BUILDIhIGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR TO DEMOLITION WORK. a. THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATE AND LOCAL GOVERNMENT. 4. THE CONTRACTOR PERFORMING DEMOLITION, SHALL CONFORM TO THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS FOR DEMOLITION SAFETY STANDARDS, 29 C.F.R., S.1926., SUBPART T, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ABOVE AND BELOW GROUND EXISITNG ' IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE NEW IMPROVEMENTS. 6. THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK |N THE CONFLICTING AREA. 7. THE CONTRACTOR SHALL ESTABLISH AND PROPERLY FLAG PROPERTY CORNERS AND PROPERTY LINES PRIOR r0 DEMOLITION WORK. 8. THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN ACCORDANCE WITH THE CITY / COUNTY REQUIREMENTS |NA SOLID WASTE DISPOSAL FACILITY APPROVED oYFo.e.p. AND THE CITY /COUmTY. o. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEIGHBORS THAT ARE AFECTEDDY THE DEMOLITION WORK. . 10. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AND TREE BARRICADES PRIOR TO DEMOLITION AND MAINTAIN DURING DEMOLITION. THE CONTRACTOR SHALL ERECT SILT FENCE AS SHOWN |N SITE CONSTRUCTION DETAILS SHEET. FAILURE T0 INSTALL 0R PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129.F.A.C. CAN RESULT |NA PENALTY NOT TO EXCEED $10.Onu PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. TREES TO BE REMOVED ITEM DESCRIPTION 1fl REMOVE STRUCTURES AND FOUNDATIONS. F 21 REMOVE ASPHALT AND BASE. El REMOVE CONCRETE PADS, SIDEWALKS AND THE OWNER TOas USED FOR � l PAVERS TO THE NEAREST EXPANSION JOINT. El REMOVE WALL AND FENCE. � REMOVE SANITARY STRUCTURES AND PIPES. | ' 6. ONLY GRADING BY HAND IS PERMITTED WITHIN THE CANOPY DRIP LINE OF TREES TO REMAIN. REMOVE CURB TO NEAREST EXPANSION JOINT. REMOVE TREES AND SHRUBS. ^ 7. CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER TO PREVENT SILTATION 0p ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, 1 X 9" COCONUT PALM 4 X 10" COCONUT PALM ' TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE � 3 X 4",4",4" CHRISTMAS PALM 1 X 5",5",4" CHRISTMAS PALM I X 6%5",5" CHRISTMAS PALM I X 4" PYGMY DATE PALM 1 X 7" MONTGOMERY PALM 1 x 8",7" MONTGOMERY PALM ~ I X 16" TRIANGLE PALM � is "c Lu m CD w C) LLI 1 X 11 ",8" WEEPING YOUPON HOLLY 1 X 6"J" SEA GRAPE / / / / / / / / / / . .'-_�p���xcuu�n:x�p�xxnuorwnv�nau^y o�w x^cua�nv�m' or^vorv,/�ax*u��ve �»x/*ns^xcunx��xp���rcmxx o+ COASTAL CONSTRUCTION CONTROL LINE x ^ V.R. BOOK 11760. PGS 2687-2693 / / APPROXIMATE ALSO BULKHEAD BOOK 2 ' Po3 . - 7S 114 SILT -'-- � {) ~ '- \ �. ^ / �2"��` i2`{} 11. THE Cow/xaC/mmun^LL 0^vV-t_v/r-no//wun°,cIVIcn/,,ncncn=,,,""`1VI=....".""="""=""" <r ' B0anmoP/v/E�ENTToessu�|w*Teo� .c �- 4'9r, NLINK 12. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND IS RESPONSIBLE \ � FOR THE DAMAGE OF ANY ON-SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TOasREMOVED. `' - -'- - ' ^ 13. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO DISCONNECT THEIR FACILITIES PRIOR TO ' COMMENCE OF DEMOLITION ACTIVITIES. �� � i ~ ~��r '7 ��^ l�� " ---------` ~ ~^ ~~~ �lu�^' n n /n & 7 + ZONE AE OWNER OF SAID UTILITY. UTILITIES SHALL INCLUDE, BUT NOT 8E LIMITED TO, WATER, SEWER, GAS, CABLE 14. THE CONTRACTOR SHALL COORDINATE THE REMOVAL /RELOCATION OFB0SONGVT|L0ES WITH THE TV, POWER AND TELEPHONE � ~ 17 '� 1U^ (B,�E~ 1�- .___-__ ----URB|NG.BU|�D|NGS.CON�RETEPAo�. x 0, ___�i__-15.B{|8T|N8|MPROVEMENT8AeOVEGRVUND(c.G,PAVEMEN�C ' Z0�8[ - 19.5 (B.FE~ 13' RETAINING n|oEY*LKa - POLES, S|8NAGE- ETC) AND BELOW GROUND (E.G., GAN|TARY ' STORM L SAW-CUT pw�_ m� sm rpnmnro YATER,GAS . CABLE . ELECTRIC, PHONE, ETC�/ SHALL REMAIN UNLESS OTHERWISE NOTED. woo /s. w�� REMOVE EXISTING PAVEMENT . IS GRAPHIC SCALE 110=20 ' 40 20 10 u 20 DEMOLITION TABLE ITEM DESCRIPTION 1fl REMOVE STRUCTURES AND FOUNDATIONS. F 21 REMOVE ASPHALT AND BASE. El REMOVE CONCRETE PADS, SIDEWALKS AND THE OWNER TOas USED FOR � l PAVERS TO THE NEAREST EXPANSION JOINT. El REMOVE WALL AND FENCE. � REMOVE SANITARY STRUCTURES AND PIPES. | ' 6. ONLY GRADING BY HAND IS PERMITTED WITHIN THE CANOPY DRIP LINE OF TREES TO REMAIN. REMOVE CURB TO NEAREST EXPANSION JOINT. REMOVE TREES AND SHRUBS. CLEARING AND GRUBBING NOTES 1O. ALL C/8/�|EORESUOlNGFROM REMOVAL OF BUILDING FVVNoAT0MS.TREES, DOL�|B�0GN�ETC. ^ GM�LLBEBACK�|LLEoVV�HSU|TABLE�ATER»\ ANDCO�F*�TEDT095Y6UF�AX|���DENS�Y�RO� �� �� �� 1�PRIOR TO SITE CLEARING AND GRUBBING, ALL TREES SH0VVNTO REMAIN nNTHE MODIFIED PROCTOR TEST PER AOTMm1557//x\DHTOT'180. ~, ~~ ~~ ^ CONSTRUCTION PLANS SHALL BE PROTECTED |N ACCORDANCE VV|THTHE CITY /COUNTY TREE ~~ ORDINANCE ANDDETA|LS CON T8|NEo|N THESE PLANS. THE CONTRAC TOR GHALL8E 17 THEOONTn*cToRaHA��o|sPOas�/���0SsosaR|Gxwoo*na*oevY|TH|�THsp�OJeor 7+ nEopOwa|aLETOKEspTME3E TRcsa|Na00000No|T|oN woTREEaeHovvMTDnemmw8HALL � iss BOUNDAR|ES.ADJACENTPR0PERT|ES3MALLN0TBEADVER8ELYAFFECTEO(E.G..gO|LERVS|ON. BE REMOVED VY|TM0UT YY0TTENAPPROVAL FROM THE 0VYNER ~° .~~~~- x Vile WATER METER UTILITIES DISCONNECTION, NOISE, ETC.) ~~ ' ' ' ' ' ~° '~ 1� 2THEcoNTRACTORGHALLCLEAR*wooRooTHso|TepR|0RT0CoN8TRUCT|Ow|w SHALL BE REoTonEoVV|THNcvv3|osvv*Lm*ND8OoxSneQU|REO. � EXISTING ACCORDANCE, WITH THE GEOTECHM|CAL INVESTIGATION REPORT. COPIES OFTHE ~�~~- oEoTEoHN|CxL INVESTIGATION REPORT ARE AVAILABLE THROUGH THE ovvwsn. ANY QUESTION c1_1 REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE GEOTECHNICAL GAS CONNECTION [] INVESTIGATION REPORT ARE TO BE DIRECTED TO THE GEOTECHNICAL ENGINEERING COMPANY O] THAT PREPARE THE REPORT » x �� � o- 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE AREAS OF THE SITE NEEDED FOR CONSTRUCTION. DISTURBED AREAS SHALL esSEEDED, mULCneo' 0R PLANTED WITH APPROVED ][ LANDSCAPE MATERIAL IMMEDIATELY AFTER CONSTRUCTION. EXISTING ZONE VF 4. ALL DELETERIOUS SUBSURFACE MATERIAL (|s muoK ps�T BURIED oEeR0)SHauBE . \ �J EXCAVATED ACCORDANCE ' ' (orc�n) � \ �xc�v*|.�u|m noxwCeVv|THTHESECONSTRUCT|OmoUCUMsNTSORASo|RECTEoaYTMs ueVTECMm|CALENG|NEER DELETERIOUS MATERIAL SHALL as STOCKPILED OR REMOVED pROM » THE SITE xS DIRECTED aY THE OWNER. s:C*vATso*ns*8SVxuoEo8CKF|LLEoV|TM 7 8 APPROVED MATERIALS AND COMPACTED AS SHOWN oN THESE CONSTRUCTION DOCUMENTS. (TO BE REMOVED) ,x morFEmUE --~ 0 LL_ ^° x \ ~~ x \ O1� \ ` ( ZON[VE ~ v \ (B.F�~1S) \ ^ SOIL TRACKING PREVENTION DEVICE mrpo SHALL eE CONSTRUCTED ro PREVENT OFFSITE TRACKING or MUD. nrpo SHALL osCONSISTENT WITH ,onr STANDARD INDEX /ov. APPROXIMATE FLOOD ZONE LINE ~~ ~~ ~~ ~~ ~~ ~~ °~ ~~ ~° -~ ~~ 1 I I 1 _ ~- 11 � \ � \ � o 7.il SAVmUT PAVEMEP REMOVE EXISTING / UUN I RAU I OR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR � REMOVING DELETERIOUS MATERIAL FROM THE SITE. u�n. CD � UNLESS OTHERWISE DIRECTED, THE TOP 4^Tos^OpSOIL REMOVED DURING CLEARING AND oRUBs|NGSHALLBEST0oKP|Lso*TAo|TsoE8|oNATEDBY THE OWNER TOas USED FOR � l �n LANDSCAPING PURPOSED. (.)o � -~.- .'' | ' 6. ONLY GRADING BY HAND IS PERMITTED WITHIN THE CANOPY DRIP LINE OF TREES TO REMAIN. ~~ CD ^ 7. CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER TO PREVENT SILTATION 0p ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH on OTHER SUITABLE MATERIAL |w AREAS WHERE EXISTING RECLAIMED WATER �ETER \ CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE (TO BE REMOVED) ---- ENGINEER AND/OR CITY / COUNTY AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE ' TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE � CONTRACTOR SHALL REMOVE SAID EARTH To THE SATISFACTION nFTHE ENGINEER AND/OR CITY -~ ' COUNTY AUTHORITIES. SILT FENCE: o. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL o STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE ZONE xc weTMoon. » 1_= (1311 LEGEND - wuTRuurmw � \ | ---------- /wonsssx:ocexsox 7.il SAVmUT PAVEMEP REMOVE EXISTING ~~ ~~ ~~ IMPORTANT NOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.OT.)TOBE UTILIZED WHILE ~~ WORKING WITHIN NmNoALAv POINT ROAD R|GHT'OF4mAY PER STATE OFFLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, ~~ °^ MAINTENANCE AND UTILITY OPERATIONS VN THE STATE HIGHWAY SYSTEM INDEX 8O3 ~~ ~~ TWO WAY TWO LANE, WORK WITHIN THE TRAVEL WAY AND INDEX O50 PEDESTRIAN CONTROL FOR CLOSURE UF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS 0F7T088M AND 4TOVPM.) � CD (.)o � -~.- .'' ~~ CD � co � � m 0 o C.9 o �� co m oo m � � u zc ~ � co � is "c Lu m CD w C) LLI o st LJJ 00 LF) z 0 0� (D (w) 0 0- C:) m Q z � [� (N c\1 -� (� 0 0 m w z z 0 -- (� ~ � � � m � � ~- UJ z d z —� 0 z CIO 0 0 C) . Q z UJ LU z _ (D z 0 c_ (� LO_J CD YARD DRAIN � z _ Z -~ ' -- cu [] TOP ELEV.� 4.45 _r_ 0 cu z o � �� < _j mw 4F ZONE A is At SILT FENCE isis COASTAL CONSTRUb-flON ~~ ~~ ~~ IMPORTANT NOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.OT.)TOBE UTILIZED WHILE ~~ WORKING WITHIN NmNoALAv POINT ROAD R|GHT'OF4mAY PER STATE OFFLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, ~~ °^ MAINTENANCE AND UTILITY OPERATIONS VN THE STATE HIGHWAY SYSTEM INDEX 8O3 ~~ ~~ TWO WAY TWO LANE, WORK WITHIN THE TRAVEL WAY AND INDEX O50 PEDESTRIAN CONTROL FOR CLOSURE UF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS 0F7T088M AND 4TOVPM.) pn0poaeo PROPERTY LINE �~ EXISTING TREE 0 is TO REMAIN � 4^ EXISTING TREE �� °~ TooEREMOVED pwDp0Seo sR0S|0m CONTROL � X PmopUoeoTRes � y aAaR|cAos *^ � EXISTING ASPHALTIC PAVEMENT TOes REMOVED EXISTING BUILDING rOosREMOVED CONCRETV TO8EREMOVED Ex| Ok TOa uEm 4u xouKS BEFORE YOU o|: 'CALL SUN3H|NE^ 1-800-432-4770 WA .0. ft MA � CD (.)o � -~.- .'' ~~ CD � co � � m 0 pn0poaeo PROPERTY LINE �~ EXISTING TREE 0 is TO REMAIN � 4^ EXISTING TREE �� °~ TooEREMOVED pwDp0Seo sR0S|0m CONTROL � X PmopUoeoTRes � y aAaR|cAos *^ � EXISTING ASPHALTIC PAVEMENT TOes REMOVED EXISTING BUILDING rOosREMOVED CONCRETV TO8EREMOVED Ex| Ok TOa uEm 4u xouKS BEFORE YOU o|: 'CALL SUN3H|NE^ 1-800-432-4770 WA .0. ft MA @COPYRIGHT 2009 THIS DRAWING IS THE PROP;J4 $RING, INC. UNDER NO SHEET: IN ANY WAY WITHOUT WRIT:�Q 6 I�T ENGINEERING, INC. FL Registration No. Sign Date COPY OF THIS PLAN 18 NOTTjVAi'ID IA)I, AND DATED CD (.)o � CD � co � � m 0 o C.9 o �� co m oo m � � u zc ~ � co � "c Lu m CD w C) LLI o LJJ 00 LF) z 0 @COPYRIGHT 2009 THIS DRAWING IS THE PROP;J4 $RING, INC. UNDER NO SHEET: IN ANY WAY WITHOUT WRIT:�Q 6 I�T ENGINEERING, INC. FL Registration No. Sign Date COPY OF THIS PLAN 18 NOTTjVAi'ID IA)I, AND DATED (.)o co 0 LLI o LJJ 00 LF) z 0 0� (D (w) 0 0- C:) m Q z � [� (N c\1 -� (� 0 0 m w z z 0 -- (� ~ � � � m � � ~- UJ z d z —� 0 z CIO 0 0 C) . Q z UJ LU z _ (D z 0 c_ (� LO_J CD � z _ Z -~ ' -- cu [] _r_ 0 cu z o � �� < _j @COPYRIGHT 2009 THIS DRAWING IS THE PROP;J4 $RING, INC. UNDER NO SHEET: IN ANY WAY WITHOUT WRIT:�Q 6 I�T ENGINEERING, INC. FL Registration No. Sign Date COPY OF THIS PLAN 18 NOTTjVAi'ID IA)I, AND DATED LEGAL DESCRIPTION 32/28/15/54702 /000/0160 PARCEL1 LOTS 16,16A, 17,17A, FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, TOGETHER WITH ALL RIGHT, TITLE, AND INTEREST OF THE SELLER IN AND TO ACCRETED LANDS EXTENDING TO THE GILF OF MEXICO. PARCEL2 NON - EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER THE TRACTS MARKED PALMER - HAYWARD RESERVED, ON THE PLATS OF MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 68, AND FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 71, ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 3 BEGIN AT THE SOUTHWESTERLY CORNER OF LOT 16, FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S. 77 °- 16- 00 "W., ALONG THE WESTERLY EXTENSION OF THE SOUTHERLY BOUNDARY OF SAID LOT 16 AS A BASIS OF BEARINGS, TO A POINT ON THE MEAN HIGH WATER LINE OF THE GULF OF MEXICO; THENCE IN A NORTHERLY DIRECTION, MEANDERING THE MEAN HIGH WATER LINE OF THE GULF OF MEXICO, 121 FEET, MORE OR LESS, TO A POINT LOCATED S. 77 °- 16' -00 "W. OF THE NORTHWESTERLY CORNER OF LOT 17 OF SAID FIRST ADDITION TO GENERAL SAFETY NOTES 1. THESE CONSTRUCTION PLANS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY IN ACCORDANCE WITH U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR MEANS, METHODS, PROCEDURES AND TECHNIQUES OF CONSTRUCTION SAFETY. 2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET BY THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 3. DURING CONSTRUCTION, ALL SAFETY CONTROLS AND REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PEDESTRIANS AND WORKERS. 4. THE MINIMUM STANDARDS IN "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED FOR THE DESIGN, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PEDESTRIANS AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 5. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED AND APPROVED BY APPLICABLE AGENCIES PRIOR TO START OF CONSTRUCTION. / / ! / / / /I -,> ., :... '. ,.; , i"' � . i'4', i ', , / � 'i �:. % 'i - . I - i m i - MANDALAY POINT SUB.; THENCE N. 77 ° -16' 00''E TO THE NORTHWESTERLY CORNER OF / -.:, •.: SAID LOT 17; THENCE S. 19 °- 11'- 43 "E., (S 12 °-44'- 00 "E., PLAT) ALONG THE WEST BOUNDARY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB / OF SAID LOT 17, 60.24 FEET, (60.41 FEET, PLAT) TO THE SOUTHWEST CORNER OF SAID CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT THEY LOT 17; THENCE S 12 °- 31'- 18 "E., (S. 12 °44'- 00 "E., PLAT) ALONG THE WEST BOUNDARY OF COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS. CONTRACTOR SHALL REMAIN IN SAID LOT 16, 59.85 FEET, (60.00 FEET, PLAT) TO THE SOUTHWEST CORNER OF SAID LOT 16, COMPLIANCE WITH ALL U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND COASTAL CONSTRUCTION CONTROL LINE---- THE POINT OF BEGINNING. HEALTH ADMINISTRATION (OSHA) REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. O.R. BOOK 11760, PGS 2687 -2693 APPROXIMATE PARCEL4 ALSO BULKHEAD BOOK 2, PGS. 79 -114 I / FLOOD ZONE LINE %; FEET :r: :.. !, -. „ DA LOTS 1 A AND 17A PERFORMING TRENCH EXCAVATION IN EXCESS OF 5 F IN EAST BOUNDARY OF O S 6 7. THE CONTRACTOR F ALL OF THE UPLAND LYING EASTERLY OF THE S . - FIRST ADDITION TO MANDALAY POINT SUB., ACCORDING TO THE PLAT THEREOF DEPTH, SHALL CONFORM TO THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR'S I / , 00 ,r,, RECORDED IN PLAT BOOK 20, PAGE 71 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS z VISIBILITY TRIANGLE ,.;. FLORIDA, AND WESTERLY OF THE MEAN HIGH WATER LINE OF CLEARWATER HARBOR, FOR EXCAVATIONS SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING w , :... ....... : :: :...: BOUNDED ON THE NORTH BY THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE LOTS 17 AND 17A, AND BOUNDED ON THE SOUTH BY THE EASTERLY EXTENSION OF THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). U �_,,,�.�/"'� SOUTH BOUNDARY OF LOTS 16 AND 16A. in o / 8. TO COMPLY WITH THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY .� , ACT THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY o I / ! ` -" '" 1. LEGAL DESCRIPTION COMPANIES, AFFILIATED OR NOT AFFILIATED TO THE "SUNSHINE STATE ONE CALL" OF z .' " "" 32/28/15/54702/000 /0140 FLORIDA CORPORATION, PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS I '.'. .. o AND /OR CLEARANCE OF EXISTING UNDERGROUND UTILITIES. I ..,,. , LOT 14 14A 15 AND 15A FIRST ADDITION TO MANDALAY POINT SUBDIVISION, ` / O : ,,, o / -- /' ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, PAGE 71, PUBLIC / EXISTING n THE NEW WA �..;,. , i'••% , - f % RECORDS OF PINELLAS COUNTY FLORIDA' ALSO ALL OF THE LAND BETWEEN /. /, /. / -. /.,; /., , EASTERLY PROJECTION OF THE NORTH AND SOUTH BOUNDARIES OF SAID LOTS, TO ''`` '' - / /// / f / f .. I , , THE CHANNEL IN CLEARWATER BAY, AND THE WESTERLY PROJECTION OF SAID NORTH _ ` t / /��5' , "_ �/ `' 11 1 AND SOUTH BOUNDARIES, TO THE CHANNEL IN THE GULF OF MEXICO; ALSO, THE ; �„ 1° --11.1_ " I ° f � f '/ :. // ' RIGHT TO USE OF THE TRACT MARKED "PALMER- HAYWARD, RESERVED" FOR ROADWAY :; f / / / / :;.: !� PURPOSES; EXCEPT THAT THE WESTERLY 5 FEET OF THIS TRACT IS RETAINED FOR EauIP• / , / . /. THE INSTALLATION AND MAINTENANCE OF WATER AND GAS MAIN, POWER LINES, AND '' ! ''` ! i ,: I Pp /.% /• /: ® % ' OTHER PUBLIC UTILITY SERVICE. �„ +" r %' ` m1 , / ? C:7 . Z I ., I I I 0 W 0 LL_ D CD ZONE AE 1 ' 1 �- R ,� GRp`ND 0� ., ,....` /, . cE ;,.. ''•.. — `1 it-i` :.-,t--"ii'�t`.,.,;,i , ."'i .�, SHEET: I � ,. ". I �. i :;:, . .. W-.� ,).,)/.. N S1 ",___� � i.,�., I il� " iiiila/,////ia,i"///oa;. a /,. ilia. iiii. 1; ii riii/iniriir 91.� rzlziIiiii: PROPERTY LINE ,:: � ® . -'Z ' ED SOW ,•. �! , 1 P _ ........... .......... -- ------- .......... ........ LINE 11 , xr 42' SETBACK T N E• RE S 1 D E 1 5 RNG E RY ,, DIMENSION C? • - �W P 28S., p16D CO�R(ERRP e) ASPHALTIC e'•_°.. ..,,� ..:..... ; :::;:,:. ..:. . I. PAVEMENT -• - -r SEO' 2, 54702�000� cEu- I6 lc,.' , ov 1. 273.6' NEW PV ' S w� co I' T ' , , . ' _._322 /A5/ AR SF on � i,: r i� f,- Bp��D1NG pS6➢ 8,4"1 a QUNp f \_3u1= C)5 S5F p m 1 I ABNVE FIRST FF�ppR�S,SF LLI SF ACE PQOL pC10� SEppA,D c-17GG ❑ m P EN uPP Q ZONE VE ZONEDOREA.�IONpN ; , z Lu (B.F.E.= 13') R z -- (" ;:: O ::3 - / ' 0.4, - SECpND 6, 8pR W-1 a i w i� = f a_ — M 0 U Q 1 ,::. : • ' ! ' ,l % /lllll!'ll ll/ %O /, -"I ,,. !` ,/ ING Wf0_ o ., . 1 l . , !• CL RETAIN 5 lli! s / !,/, / �' ' / r liitiiiir . / / .. ! o NG W A�� .. ! . ..., . --. a / /llilri ! ! .: , :1 ! RE1 PIN . ; , ./l. - 1"..... !l" ,/`, f / /l / / /!// i/, / ; : '. !': // tj� •� ., ' f . f / / /l/ if //� 111 // �P r�' / _ ..,: ^ '' - ., .! 1///1 "' r/ _ ' N - P � .- ,/._ • / •' /lam ! /l / //l ^' i! �^ v ,,I /i.. Q, ^ /l! / / / / / /l/ �' lii- /// / //! ll/ l „- J I / ;`, .. ;,.. ,•! /,, 11 / / /// � llll /llll �. ' I DENSI 20NED W T1 P 1gE. \DEN .// .. 1 "" `' .. RES S., RNA' �W 014 „//1 ,' 5� p2�p00/ SEC 32, � — '. 322.05/ ` SP p'GE 1 , P EN 2 ONED 0 �10N A1- :) !, '• I • Arc. C R EP 1 .1, 2 SIFT STA110N 1 *_ , s:% r;% ; ,, W N I _.. I .,, IN IN S GRAPHIC SCALE 1'1=20' I 71i=���� 40 20 10 0 20 .1 ' 1. SITE ADDRESS: 1154 & 1160 MANDALAY POINT ROAD FLORIDA 3 CLEARWATER 767 3 ;/ ,: 2. PROPERTY AREA: 108,700 SF (2.495 AC) ' ' -- DEVELOPABLE AREA:34,255 SF (0.786 AC) % M /// s 3. EXISTING ZONING: LLR & OS /R /�f !f I , ill / „1; 4. EXISTING LAND USE: RL & P �, /, s / /; �ij,.., 5. BUILDING SETBACKS: /; j . � ; . - FRONT (EAST) = 40.3 FT ';;: (', ;,- y ” "" I i SIDE (NORTH) = 10.0 FT %rte SIDE (SOUTH) = 10.0 FT ly. / - . I :.; :..........................:... ............................. .. REAR (WEST) = 273.6FT (0.0 FT TO CCCL) �� `r // - f �/ /// i j% 1 6. BUILDING HEIGHT: 34' ./ / ZONE AE i B.F.E.= 12' ( . 7. SITE AREAS: /�' TOTAL IMPERVIOUS AREA: 15,637 SF (14.4 %) IV, /,, /:`; : ' I - TOTAL PERVIOUS AREA: 93,063 SF (85.6 %) ,: <r /: ;;�',.,,;•,;;,,j `'. TOTAL AREA: 108,700 SF (100 %) /� /' 8. DENSITY = 1 SINGLE FAMILY / 0.786 ACRES = 1.27 UNITS PER ACRE / i�: ;� % ;' ': /!! // 9. OWNER: �''/ . „% < . :- c, /': /:; JAMES P. GILLS, III AND JOYCE P. GILLS ' <'. 1160 MANDALAY POINT ROAD 1. %'. %: >. _ s: 37 7 r.. CLEARWATER, FLORIDA 3 6 ,. /, . i. /. '.' it ' .' ';`, - _=" ;r• /' ::� /.; ; 10. STORMWATER MANAGEMENT: EXEMPT. f. �� /'z l / .sf I 0 ,. •• - /` // - -' ' I(YD 11. FLOOD ZONE INFORMATION: ZONE "AE" (EL.12), "AE" (EL. 13), "VE" .... . /%!,'1 - Q (EL,13), "VE" (EL.14), "VE" (EL. 15), "VE" (EL. 16), AND "VE" (EL. 17). (FLOOD l /�/ f = INSURANCE RATE MAP COMMUNITY -PANEL NUMBER: 12103C0064G, MAP j REVISED 9/3/2003). ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 %r.``; DATUM. �." /.; LLJ .., /,.,x;:., Q 12. WASTE MANAGEMENT: TRASH RECEPTACLES 1. !� /' ji 13. TOTAL PARKING PROVIDED: 4 SPACES IN GARAGE l /ff // . - ^ /i /llil... % r , .... Q ` / f. W 14. TOTAL PARKING REQUIRED: 2 SPACES '/f`` I J 1 DWELLING UNIT x 2 SPACES PER UNIT — 2 SPACES ;: . i :: :, :: /� ", ,,,; /� ll '/ / I %. " SITE PLAN NOTES /.. :I; l.. / _ � % i :'. / / i"f ......... %' 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY ;' ... is : j// F l ...'./ I : �'. �rf ;..... - -' -- ' THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE .\I {j, ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. / / / %�� "" 2 MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM 11 r %i¢ <:•/ DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT <` -%. SHALL OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND %> > ` ?'`> > : : : : :.: : :.;;:.,, ALL BE THE �•. /< :Rt REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. ? .. ,__ ZONE AE i. !.:' 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING ........,...; � .............. . 1: ., >/` J' ' `: �, : ". . ,. /. ... y ., i j n, %• , ... ✓' .% ,...f /:.f/ , -�•' I . rid / i ' -„ :�._% / s ,, X/�L; ` DIMENSIONS 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT POINTS OF CONNECTION OF UTILITIES. . 4 INCHES OF TOP SOIL SEED MULCH 5, ALL DISTURBED AREAS ARE TO RECEIVE FOUR () C S , AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 6. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. I 7. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM TOPOGRAPHIC SURVEY BY GEORGE A. SHIMP II AND ASSOCIATES, INC. DATED 2/2/09. . ..,... ... r........ ,..- .,..: ?.�, � :. ,. , . .. .. . .... I ` .. / .. * .... �- -111, - . : - 1_ 1-11-i". .11.1 ..... _,: ? . . -• . 11 I., I - -- , f: ::. '�:"" 1 I I... - - - , � ,_ , ." : -�,/..� f I. I. - ".., .� i", ,- 5 , ,� ".". __,__,-. .."", ...'i , .'' '' '. ...... •% ,.. / ,`, ,1 / " .. `f. . / ,f 11 11 it A. / S "( di �b 1) G� �1, V 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 LEGEND z 0 a of z O W m 6 z PROPOSED SHEET: m ME ME ME PROPERTY LINE (7 EXISTING iiiila/,////ia,i"///oa;. a /,. ilia. iiii. 1; ii riii/iniriir 91.� rzlziIiiii: PROPERTY LINE v- �" 58626 `1.I I 6o--0t-GRAJALE.S • L0 EXISTING LOT ........... .......... -- ------- .......... ........ LINE 11 , xr 42' SETBACK DIMENSION C? EXISTING ......: .; -'- ASPHALTIC e'•_°.. ..,,� ..:..... ; :::;:,:. ..:. . I. PAVEMENT �, A .: ,... .. ::. % (D lc,.' , ov 1. I. f NEW PV ' S w� co I' T / /y/ on � r i� f,- T T z 0 a of z O W m 6 z z nj 1� — W 0 z Q U° L.L ZF— r+ z � Q W O ,,, (y) 0115 >-o F_ Q O ::) W °J z LL O Qe LU Q J J "_3: W J 0,6 0� z f -" � -- �- w z — w Lo J I— ---.) z Or� V r o C!) � U rn — p (D v r— In Z z �- LL �� ��— ti C'4 w r. W r z Lu �n z co �. X U � N Fes- co LU w z z° _J W c Q E1 M U � \i 0 _ 4 w 04 % \ 0 F- x m o u W ) CI V z w W z (7 z w J_ U CD I ens• o +-, c z 0] , z m aJ `) IZ (1) m U o (a ((0 U Q "i.. _ . -1-1., © COPYRIGHT 2009 �' ,. i THIS DRAWING IS THE PR')'-'E MThpO,�f�H tP�jjPJfi ENCyPN,�F{�c;?ING, INC. UNDER NO CIRCUNSTANCES MAY THIS D4ry.R :�i talJGD;.Y'11gy $H'4, ALTERED OR USED SHEET: AU H(\TION FROM HIG Olh ENGINEERING, INC. IN ANY WAY WITHOUT WRI C r` CCSRRRIZA (7 m v- �" 58626 `1.I I 6o--0t-GRAJALE.S • L0 0 COPY OF THIS PLAN IS 167' , L!D IJI�LESS SIGNED: SEALED AND DATED BY THE PRG'rF ;S iO NAL ENGINEcR 11 , xr co C? 00 M U 0 (D (D 0 o m m m on p m >- m LLI m ❑ m t] 1— Q 0 0 z Lu z O ::3 - w w i� = IL a_ — M 0 U Q z nj 1� — W 0 z Q U° L.L ZF— r+ z � Q W O ,,, (y) 0115 >-o F_ Q O ::) W °J z LL O Qe LU Q J J "_3: W J 0,6 0� z f -" � -- �- w z — w Lo J I— ---.) z Or� V r o C!) � U rn — p (D v r— In Z z �- LL �� ��— ti C'4 w r. W r z Lu �n z co �. X U � N Fes- co LU w z z° _J W c Q E1 M U � \i 0 _ 4 w 04 % \ 0 F- x m o u W ) CI V z w W z (7 z w J_ U CD I ens• o +-, c z 0] , z m aJ `) IZ (1) m U o (a ((0 U Q "i.. _ . -1-1., © COPYRIGHT 2009 �' ,. i THIS DRAWING IS THE PR')'-'E MThpO,�f�H tP�jjPJfi ENCyPN,�F{�c;?ING, INC. UNDER NO CIRCUNSTANCES MAY THIS D4ry.R :�i talJGD;.Y'11gy $H'4, ALTERED OR USED SHEET: AU H(\TION FROM HIG Olh ENGINEERING, INC. IN ANY WAY WITHOUT WRI C r` CCSRRRIZA ° ,y e,•'� 1.. v- �" 58626 `1.I I 6o--0t-GRAJALE.S • FL Registration No. , q a,slo al'ffnyin�er Sign Date COPY OF THIS PLAN IS 167' , L!D IJI�LESS SIGNED: SEALED AND DATED BY THE PRG'rF ;S iO NAL ENGINEcR 11 , xr GENERAL CONSTRUCTION NOTES 1. THESE DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PRIOR TO OBTAIN THE PERMITS FROM THE CITY /COUNTY AND Of.HER GOVERNMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. THE CONTRACTOR SHALL ASSURE THAT CONSTRUCTION IS IN ACCORDANCE WITH THE APPROVED DRAWINGS. 2. THE CONTRACTOR SHALL READ AND UNDERSTAND THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AND REGULATORY AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. 3. UNLESS OTHERWISE SPECIFIED, ALL WORK PERFORMED SHALL COMPLY WITH THE ORDINANCES AND REGULATIONS OF THE GOVERNMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. ALL CONSTRUCTION MATERIALS, MEANS, METHODS, PROCEDURES AND TECHNIQUES SHALL CONFORM TO CITY /COUNTY CONSTRUCTION STANDARDS, FDOT "STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" AND FDOT "SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION. 4. THE INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING AND EVALUATING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY OR ALL INVESTIGATIONS AS DEEMED NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS E ENCOUNTERED AND UPON WHICH IMPORTANT NOTES TO CONTRACTOR 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE" IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 3. ON -SITE FILL IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. 4. DEWATERING IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. 5. ON -SITE BURNING IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT 6. TEMPORARY SEEDING AND MULCHING MAY BE APPLIED TO COVER BARE SOIL AND TO PREVENT WIND EROSION. SOLID BOARD FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND BLOWN DUST. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING WIND CURRENTS AT INTERVALS OF ABOUT 15 TIMES THE BARRIER HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION. IRRIGATION WITH WATER UNTIL THE SURFACE IS WET AND REPEATED AS NECESSARY CAN BE USED TO PREVENT WIND EROSION AND CONTROL BLOWN DUST. IF THIS METHOD IS TO BE EMPLOYED, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY GRAVEL ROCK ENTRANCE OR A SOIL TRACKING PREVENTION DEVICE (STPD) TO PREVENT OFFSITE TRACKING OF MUD ONTO LOCAL STREETS STPD SHALL BE CONSISTENT WITH / / i REGARDING THE ACTUAL CONDITIONS THAT MAY B I I / THEIR BIDS WILL BE BASED. FDOT STANDARD INDEX 106. / 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A SITE RECONNAISSANCE 7. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES, PRIOR TO BIDDING THE WORK AND CONDUCT STUDIES, TESTS AND SURVEYS AS DEEMED INCLUDING BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY, PREHISTORIC INSTALL BRICK PAVERS PER THE CITY �� / r NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL SURFACE AND STONE TOOLS, BONE OR SHELL TOOLS, HISTORIC TRASH PITS, OR HISTORIC BUILDINGS COASTAL CONSTRUCTION CONTROL LINE OF CLEARWATERNDEXD13, PAGE "✓ SPECIFICATIONS, INDEX 113, PAGE 1. . SUBSURFACE CONDITIONS EXISTING AT THE SITE. ACTUAL CONDITIONS THAT DIFFER FOUNDATION, ARE DISCOVERED, WORK SHALL COME TO AN IMMEDIATE STOP AND THE O.R. BOOK 11760, PGS 2687 -2693 APPROXIMATE DOCUMENTS SHALL NOT CONSTITUTE FLORIDA DEPARTMENT OF HISTORIC RESOURCES STATE HISTORIC PRESERVATION ALSO BULKHEAD BOOK 2, PGS• 79 -114 E W N E CONSTRUCTION DOCU S O FROM THOS SHOWN O TH CO S ( I / LOOD ZONE LINE GROUNDS FOR AMENDMENTS T O T HE CONTACT PRIC E. OFFICE) AND PINELLA COUNTY SHALL BE NOTIFIE D WITHIN TWO WORKING OF THE RESOURCES FOUND ON THE SITE. I I B 6" PVC SDR 26 6. IMMEDIATELY UPON MOBILIZING TO TH E ACCOMPANIED Y SITE, THE CONTRACTOR THE OWNER AND ARCHITECT) SHALL PERFORM A SURVEY OF THE ENTIRE PROJECT 8. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE OF STATE w @ ± 1.0% (TYP.) AREA. THE CONTRACTOR SHALL SURVEY IN DETAIL USING WRITTEN AND PHOTOGRAPHIC AND FEDERALLY PROTECTED PLANT AND /OR ANIMAL SPECIES IS DISCOVERED, WORK MEANS, BUILDINGS) AND SITE AREAS THAT ARE NOT IN A FIRST CLASS CONDITION SHALL COME TO AN IMMEDIATE STOP AND THE FLORIDA FISH AND WILDLIFE �r SILT FENCE - -' %'i 't:i.::, 4,; <,r; / r (SURFACES THAT ARE UNBROKEN, NON - CRACKED, NON - RUSTING, WITHOUT CHIPS, CONSERVATION COMMISSION (FFWCC), THE U.S. FISH AND WILDLIFE SERVICE (USFWS) %" WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING AND PINELLAS COUNTY SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE PLANT / v 12" PVC SDR 26 i FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) AND /OR ANIMAL SPECIES FOUND ON THE SITE. o ° / / i''' S -7 < SPECIALLY THOSE THAT WILL REMAIN IN THEIR EXISITNG CONDITION AT THE END OF @ ± 1.0 /° �`' ; PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE OWNER A z !, i. '` 7.o c.o. COMPLETE PROJECT IN FIRST CLASS CONDITION, MEETING INDUSTRY WIDE STANDARDS 6.50 - ST 8 c.o. 5.80} IN QUALITY AND PERFORMANCE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY zo0 �- co IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE WRITTEN AND PHOTOGRAPHIC DETAILS. SHOULD ' / ',' „" (H =NATCN Ex1sZtN T / . DURING THE COURSE OF THE WORK ANY AREA OF THE BUILDINGS AND /OR UTILITIES /; /"' >: AND /OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED 6,. o ST -9 ; ' %' OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND /OR /'" 50 ST 10'. i -:/ '/ /•./ f /,.. 5.80 REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER'/ / j' X , I /•- ■ C. . •/ .+' :. / F./ / rl .„ /. �. O C.. AT NO ADDITIONAL COST. I 1 B IP , i% % •iC Y. i /n �;: /:• / ' I Pp EQUIP. 7.00 7.00 3 / B -2 ZONE AE t f- PER -1 (e.F.E.= 13') L I' / 7.00 x > 'X ST -6 X` C.O. CEt HA -1 B -4 wl II 7.20 :Co 6" PVC SDR 26 - "y', HA -2 (ERR Xv 0. r : �/ r," . /..,I Ha.•'•,• CO. CCV tERRP " ac 7.00 ST CELL' ". rAi' i �' •'� J,, AREAS G 12" PVC SDR 26 ; ::: BHA -3 ' ppUSE➢ Boll 0,4 5 SF @ ±; ",..0% I gBVG RpUNp Fl- ''6 145 SF O W O LL O STORMWATER COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE NUMBER TYPE OF STRUCTURE GRATE ELEV. (FT) INV. ELEV. (FT) ST -1 WATER -TIGHT OUTFALL PIPE (OPENING THRU SEAWALL) ____ 0.80 ST -2 2'X2' YARD INLET 5,80 1.00 ST -3 2'X2' YARD INLET 6.50 1.30 ST -4 2'X2' YARD INLET 6.50 1.90 ST -5 CLEAN -OUT 7.30 2.10 ST -6 CLEAN -OUT 7.10 3.10 ST -7 CLEAN -OUT 6.60 2.25 ST -8 2'X2' YARD INLET 6.50 2.35 ST -9 2'X2' YARD INLET 6.50 2.95 ST -10 CLEAN -OUT 7.00 3.20 I': %} ` 0` P °a A S pN� Ftp�Rpp'SF LAP F0 ASTIC' ' ZONE VE (B.F.E.= 13') ° `',7.00 X. 17.00 c `ppR ,. ;'y" F B -1 «, a :1 X 1 ;.,7 J ra w 5;90 7.00 r. r / / ' STORMWATER COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LINE LOWER END UPPER END LENGTH (FT) •v SLOPE M 1 ST -1 ; l: 35 7 20 0.57 r/, rir• /� /� 6.50. ST -3 ;< SILT FEfv'E `;, '; Y ." r 1.03 sT - f_'. " wALL AtN1NG " . I 7. /i /ri /ii C. O. ST 7.00 ^ RE1 1.00 4 ST -4 ST -5 20 •% , '��' •' "� ! / /// /i. C.O. i % /:riiirr�T 5 . ST 4 • n_'5o ST -5 ST -6 � w ALL 1.03 6 ST -2 ST -7 120 12" PVC 1.04 7 `7F 50 ST -8 7 6" PVC SDR 26 1.43 ''• ST -8 ST -9 @ t 1.0% (TYP.) 12" PVC 1.00 9 ST -9 ST -10 24 12" PVC -1!2 PVC SDR 26 H / < 'I' 1.0% F- w m o w U n �J w U-1 z Y ,, ' •- L ... (v 0� .. .- r / / ' STORMWATER COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LINE LOWER END UPPER END LENGTH (FT) SIZE & MATERIAL SLOPE M 1 ST -1 ST -2 35 15" RCP 0.57 2 ST -2 ST -3 29 12" PVC 1.03 3 ST -3 ST -4 60 12" PVC 1.00 4 ST -4 ST -5 20 12" PVC 1.00 5 ST -5 ST -6 97 12" PVC 1.03 6 ST -2 ST -7 120 12" PVC 1.04 7 ST -7 ST -8 7 12" PVC 1.43 8 ST -8 ST -9 60 12" PVC 1.00 9 ST -9 ST -10 24 12" PVC 1.04 0 r, Z NE VE (B.F.E.= 13') ZONE AE i PPRO ;. A (MATE X r" r` FLOOD ZONE LINE / f< SILT FENCE COASTAL CONSTRUd -TION CONTROL LINE 1 IMPORTANT NOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE .� WORKING WITHIN MANDALAY POINT ROAD RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 603 - 1 TWO WAY TWO LANE, WORK WITHIN THE TRAVEL WAY AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) i I y 6" PVC SDR 26 @ ± 1.0% (TYP.) ZONE AE (e.F.E.= 12') 12" PVC SDR 26 @ t 1.0% INSTALL BRICK PAVERS PER THE CITY l- OF CLEARWATER STANDARDS AND O SPECIFICATIONS, INDEX 113, PAGE 1. SCREEN TO BE INSTALLED AT Z END OF PIPE TO PREVENT SEALIFE FROM ENTERING PIPE (M.H.W. EL = 0.60' NAVD 1988) U w Q Q ST -1 I � U 1 I r"a PROPOSED a o PROPERTY LINE ......... SILT FENCE EXISTING x ELEVATION 5.65 PROPOSED ZONE AE ELEVATION %r -r (B.F.E.= 12') FLOW DIRECTION PROPOSED - DRIVEWAY CENTER -LINE R.L.______ PROPOSED C? RIDGE -LINE PROPOSED i STORM SEWER LINE PROPOSED 1 IMPORTANT NOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE .� WORKING WITHIN MANDALAY POINT ROAD RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 603 - 1 TWO WAY TWO LANE, WORK WITHIN THE TRAVEL WAY AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) i I y 6" PVC SDR 26 @ ± 1.0% (TYP.) ZONE AE (e.F.E.= 12') 12" PVC SDR 26 @ t 1.0% INSTALL BRICK PAVERS PER THE CITY l- OF CLEARWATER STANDARDS AND O SPECIFICATIONS, INDEX 113, PAGE 1. SCREEN TO BE INSTALLED AT Z END OF PIPE TO PREVENT SEALIFE FROM ENTERING PIPE (M.H.W. EL = 0.60' NAVD 1988) U w Q Q ST -1 I � U 1 I r"a /... W N III j .III 1f S GRAPHIC SCALE V=20' 7!!7�l [=-A" 40 20 10 0 20 LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED) NOTES 1. TO MINIMIZE CARBON FOOTPRINT, THE OWNER AND CONTRACTOR SHALL SELECT LOCAL MATERIALS FROM SUPPLIERS AND MANUFACTURES WITHIN 500 MILES OF THE PROJECT SITE. 2. TO REDUCE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL USE SUSTAINABLE OR RECYCLED MATERIALS SUCH AS CRUSHED CONCRETE, RECYCLED AGGREGATE, RECLAIMED WOOD, ETC. 3. TO MITIGATE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL SEND ANY CONSTRUCTION DEBRIS PRODUCED DURING DEMOLITION ACTIVITIES TO RECYCLING FACILITIES RATHER THAN LANDFILLS. 4. TO MINIMIZE POTABLE WATER USAGE AND CONSERVE GROUNDWATER, THE OWNER AND CONTRACTOR SHOULD INSTALL WHEN POSSIBLE, UNDERGROUND CISTERNS TO HARVEST RAINWATER TO BE USED AS SUPPLEMENTAL WATER FOR NEEDS OTHER THAN HUMAN CONSUMPTION. 5. TO REDUCE POLLUTED STORMWATER LEAVING THE SITE AND TO MAXIMIZE ON -SITE STORMWATER RETENTION, THE OWNER AND CONTRACTOR SHOULD USE WHEN POSSIBLE, PERMEABLE OR PERVIOUS PAVEMENT DESIGNED USING THE MIX - PROCESS METHOD DEVELOPED IN FLORIDA. 4b HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 LEGEND PROPOSED a o PROPERTY LINE ......... SILT FENCE EXISTING x ELEVATION 5.65 PROPOSED ZONE AE ELEVATION %r -r (B.F.E.= 12') FLOW DIRECTION PROPOSED - DRIVEWAY CENTER -LINE /... W N III j .III 1f S GRAPHIC SCALE V=20' 7!!7�l [=-A" 40 20 10 0 20 LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED) NOTES 1. TO MINIMIZE CARBON FOOTPRINT, THE OWNER AND CONTRACTOR SHALL SELECT LOCAL MATERIALS FROM SUPPLIERS AND MANUFACTURES WITHIN 500 MILES OF THE PROJECT SITE. 2. TO REDUCE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL USE SUSTAINABLE OR RECYCLED MATERIALS SUCH AS CRUSHED CONCRETE, RECYCLED AGGREGATE, RECLAIMED WOOD, ETC. 3. TO MITIGATE ENVIRONMENTAL IMPACT, THE OWNER AND CONTRACTOR SHALL SEND ANY CONSTRUCTION DEBRIS PRODUCED DURING DEMOLITION ACTIVITIES TO RECYCLING FACILITIES RATHER THAN LANDFILLS. 4. TO MINIMIZE POTABLE WATER USAGE AND CONSERVE GROUNDWATER, THE OWNER AND CONTRACTOR SHOULD INSTALL WHEN POSSIBLE, UNDERGROUND CISTERNS TO HARVEST RAINWATER TO BE USED AS SUPPLEMENTAL WATER FOR NEEDS OTHER THAN HUMAN CONSUMPTION. 5. TO REDUCE POLLUTED STORMWATER LEAVING THE SITE AND TO MAXIMIZE ON -SITE STORMWATER RETENTION, THE OWNER AND CONTRACTOR SHOULD USE WHEN POSSIBLE, PERMEABLE OR PERVIOUS PAVEMENT DESIGNED USING THE MIX - PROCESS METHOD DEVELOPED IN FLORIDA. 4b HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 LEGEND /%i / // / / ✓ /// %/ // � NEW PAVERS -�, ALL EXISTING AND PROPOSED - Yy � ELEVATIONS ARE REFERENCEDfr �� FROM NORTH AMERICAN .. VERTICAL DATUM (N.A.V.D.) 1988' U) z O U) -w m 6 z J PROPOSED a o PROPERTY LINE EXISTING x ELEVATION 5.65 PROPOSED ELEVATION +�✓ FLOW DIRECTION PROPOSED - DRIVEWAY CENTER -LINE R.L.______ PROPOSED C? RIDGE -LINE PROPOSED ST STORM SEWER LINE PROPOSED EROSION O CONTROL m EXISTING m ASPHALTIC PAVEMENT /%i / // / / ✓ /// %/ // � NEW PAVERS -�, ALL EXISTING AND PROPOSED - Yy � ELEVATIONS ARE REFERENCEDfr �� FROM NORTH AMERICAN .. VERTICAL DATUM (N.A.V.D.) 1988' U) z O U) -w m 6 z J C7 rn 0 o eo C? - O O m m m m m z w m m o H a F- w m o w U n z w U-1 z Y o L U D' 0- o v ¢ z Q J 0- W 0 z WQ °,�x U° W L I.- CO C n Z_ V w O� z 0 o VJ J � W Q_j V ry Q LL_ _ 2 W V z .� J 4Q uj w � a v � J o af 0 CD Ur r In Z Z ~� rN-ti W W W W ~~ z Z M _ ` (0 M 6 LL Z W Z z° J W o Q FI ro U LLI (1) O W r� U' U � w W z z W J_ C° Urn L0 V �z Z =z a� ro Z U O 2 Q (00 U 1 ©COPYRIGHT 2009 THIS DRAWING IS THE c0?L t2TV'O aj POINT EN�, E- PRING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THII" t, OVIW �E R(�DL�( 'D Plj�lU 1ED, ALTERED OR USED IN ANY WAY WITHOUT NY TTEVW ORIZATION F M HiGH.PE)NT ENGINEERING, INC. t1' 91 fi3�ULTi y C 3 vvi" 1 _ 58626 1 ,, ��33t�lrLl - �;R�;IA�_�',J FL Registration No. t ` , (j Profffes igna! rgi e Y r.;' Sign Date COPY OF THIS PLAN IS N; T VALIiyggL Sp digNE -D; SEALED AND DATED BY THEPIRC,E SI ,Et!fs`WEER GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES / 1. WHEN NECESSARY, THE CONTRACTOR: SHALL COORDINATE AND SCHEDULE 7. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS WERE PREPARED BY / CONSTRUCTION ACTIVITIES WITH OTHER - CONTRACTORS AND UTILITY COMPANIES (E.G., OTHERS AND ARE USED SOLELY TO ASSIST CONTRACTORS IN ASSESSING THE NATURE POWER, TELEPHONE, CABLE, GAS, ETC.). JT IS THE RESPONSIBILITY OF THE CONTRACTOR AND EXTENT OF TESTING AND STUDIES REQUIRED TO MAKE THEIR OWN DETERMINATION / TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK WITHIN PUBLIC EASEMENTS AS TO THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE. NO AND RIGHT -OF -WAY AND ENSURE THAT ALL PERMITS ARE APPROVED PRIOR TO REPRESENTATION IS MADE OR GIVEN CONCERNING THE ACTUAL SURFACE AND CONSTRUCTION. SUBSURFACE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK AND CONTRACTORS ARE FULLY RESPONSIBLE WHEN USING SAID INFORMATION. 2. THE CONTRACTOR SHALL USE THE BENCHMARK ELEVATION NOTED IN THE BOUNDARY ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY OR ALL AND TOPOGRAPHIC SURVEY TO REFERENCE ALL TEMPORARY BENCHMARKS, BASE INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS / ' LINES, GRADE POINTS AND PROPERTY MONUMENTS. IT IS THE RESPONSIBILITY OF THE REGARDING THE ACTUAL CONDITIONS THAT MAY BE ENCOUNTERED, AND UPON WHICH / CONTRACTOR TO REESTABLISH, IN THEIR ORIGINAL STATE, THE PROPERTY MONUMENTS THEIR BIDS WILL BE BASED. DISTURBED OR DAMAGED DURING CONSTRUCTION. THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY AND CORRELATE IN THE FIELD ALL BASE LINES, ELEVATIONS, 8. THE EXISTING UNDERGROUND UTILITY LINES SHOWN HEREON WERE TAKEN FROM AND DIMENSIONS SHOWN IN THESE PLANS, AND REPORT TO THE ENGINEER IN WRITING DOCUMENTS FURNISHED BY OTHERS AND NOT FIELD VERIFIED. THE CONTRACTOR MUST ANY ERROR, OMISSION, OR DISCREPANCY BEFORE PERFORMING ANY WORK. USE SAID INFORMATION ONLY AS A GUIDE TO THE SUGGESTED LOCATION OF UNDERGROUND UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO: POTABLE WATER / 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND MAKE ADJUSTMENTS OF LINES, SANITARY SEWER, STORM SEWER, GAS LINES, ELECTRICAL POWER, RECLAIMED ANY CONFLICT SHOWN OR NOT SHOWN IN THESE PLANS WITH OTHER EXISTING SITE WATER LINES, IRRIGATION LINES, TELEVISION CABLES, FIBER OPTIC CABLES, TELEPHONE / IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CABLES, ALARM SYSTEM CABLES, SECURITY WIRING, SITE UNDERGROUND MECHANICAL, CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING CONTROL SYSTEMS WIRING, SYSTEMS INCLUDING INSULATION, ETC. THE ENGINEER AREA. CANNOT GUARANTEE THE ACCURACY OF THE EXISTING UNDERGROUND UTILITY LINES NOR THAT ALL ARE SHOWN HEREON. THE CONTRACTOR SHALL DETERMINE THE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKE -OUT OF THE SPECIFIC LOCATION AND CAREFULLY EXPOSE ALL UNDERGROUND UTILITY LINES IN PROJECT SUCH AS BASE LINES, GRADES, SLOPES, UTILITY RELOCATIONS, OR ANY OTHER COORDINATION WITH OWNER(S) TO THEIR SATISFACTION AND MAKE ADJUSTMENTS TO / STAKE -OUT THAT MAY BE REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH SAME IN THE EVENT THERE ARE CONFLICTS WITH NEW CONSTRUCTION. THE / THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. ANY AND ALL EXPENSES CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT PRICE. ACTUAL UNDERGROUND UTILITY SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST. CONDITIONS THAT DIFFER FROM THOSE SHOWN IN THESE PLANS SHALL NOT x . CONSTITUTE GROUNDS FOR AMENDMENTS TO THE CONTACT PRICE- 9. THE CONTRACTOR SHALL NOTIFY THE UTILITY INSPECTORS 5 DAYS BEFORE COASTAL CONSTRUCTION CONTROL LINE CONNECTING TO ANY UTILITY LINE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO O.R. BOOK 11760, PGS 2687 -2693 APPROXIMATE x " !`" SHALL COORDINATE THE POINTS OF CONNECTIONS OF UTILITIES SUBMIT TO THE APPROPRIATE AGENCIES AT LEAST THREE 3 WEEKS PRIOR TO START ALSO BULKHEAD BOOK 2, PGS. 79 -114 LO D 5. THE CONTRACTOR R () / F 0 ZONE LINE E CONTRACTOR SHALL BRING THE OF CONSTRUCTION ALL REQUIRED SHOP DRAWINGS CONTRACTOR'S LEGAL ,;:' . WITH DIFFERENT SUBCONTRACTORS- THE SIT CO i::E:i:i F TRAFFIC PLAN AND OTHER WATER N STARTING DATE SCHEDULE MANAGEMENT O STORM SEWER INFORMATIO S INFRASTRUCTURES I.E. SANITA SANITARY SEWER, UNDERGROUND ( '' I r D W PRESENCE OF WORK PERFORMED WITHOUT R INFORMATION REQUIRED. ANY R ERFORM U OUTSIDE THE BUILDING (3). . THE PLUMBING PERTINENT INFOR Q ., LINES, FIRE LINES, ETC. TO 5 FEET OUTS ( ) O D REPLACEMENT AT THE IE INSPECTOR, MAY BE SUBJECT T REMOVAL AN M SHALL CONNECT AND MEET THE INVERT ELEVATIONS OF SAID UTILITIES. THE AGENCY INSPE T "`•' '' '''''' CONTRACTOR w � ., O THE BUILDING SHALL BE THE CONTRACTOR'S EXPENSE. ANY UTILITY WORK PERFORMED WITHIN 5 F »o COMPLY WITH ALL U RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMP � � � ' APPLICABLE FEDERAL, STATE, AND LOCAL CODE OF ORDINANCE REQUIREMENTS. 10. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE to "' / /,...:.:::.,.,: ENGINEER OR THE OWNER MAY BE A CAUSE FOR THE WORK TO BE UNACCEPTABLE. / .;' >:' >: >:« i, =s::'[? , -,a �' ;::::6.00, t'si`i;iri ;'ii .... i' .: 6. TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTIONS WERE PREPARED BY OTHERS AND VALUE ENGINEERING SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER AND o I / % / ',; / 'l ' },,, :+"` ARE SHOWN HEREIN ARE FOR INFORMATION PURPOSES ONLY. THE ENGINEER ASSUME THE OWNER. z r'' ;:'�;;� •: '"� .r "I 00 I X70 NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURACY AND jj� , ' // ,. :;• / /f/ %/ - i ,' X. : - / „ .i / r r E E E T `" P. SHALL BE RESPONSIBLE FOR AN A M N "'> / s.5o I ,, :;:;::; ;;<;,::;::;: ?; % FULLY RESPONSIBLE WHEN USING SAID INFORMATION. PROPOSED 11. WHEN NECESSARY, CONTR CTOR S / - :•'. //i / � 5.so' THE CONTRACTOR IS L Y S -'r // l , �'.- r / ENGINEERING DEPA TMENT PRIOR TO CONCRETE POUR /'.. / E INSPECTION BY CITY /COUNTY R 7.00 / LOCATIONS ELEVATIONS AND DIMENSIONS OF STRUCTURES AND OTHER SITE , .. / /// ;, /' /.^ - .;::«;s's.: 11. / /. N // E t �' l CO EASEMENT CONTRACTOR SHALL STAKE ALL PROPERTY CORNERS AND 1 ... U VEY INFORMATION PROVIDED TO OF FOOTER/SLAB. N s / ARE SHOWN IN ACCORDANCE TO THE S R T ::,; i.,. t ,. // i ' '•'.> /. ,- ..,r .:.............. ::.::.:.. I 11, FEATURES :.. Ex /// T A r E PREPARATION OF THESE PLANS. THE CONTRACTOR LINES PRIOR TO EASEMENT INSPECTION. r. " AEA:: / /// l • „✓..,' THE ENGINEER AT THE TIME OF THE W /, '.. NEW ■ r / /' /ff/ / /f1 / . . . f .. ! / / :: /r /. /. / DIMENSIONS OF ALL EXISTING r SHALL VERIFY THE LOCATIONS, ELEVATIONS AND / /f /�, r;,. rJ`/ .y,.. /,r, /.. /; i.. %., %._ , , f �/ STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO , ; /f / /, /. s,..;6 /. . UTILITIES, T�f /// / /,.......... , /f/ , . / .. ./ / ,,,/,.,, 5.80 CONSTRUCTION. ;:.� �. \ ,. 7.50 i /� r /� .� /; .f r'.� „85.. :. ;/ ra ,�/// -._ // 1 j12 ", �," , %, r 7.00 ® I / , ..• / ' x acv < 7.00: , / 3 Z0� x t,. f 2 ,.. ' rr, B.F.E.= 13' - ;,:.:.:.:...:.; ... ( r ./ i w > ;]: r r �- / .: ^,,. /' 7.00 R 'i. /. r .... ;...:>: D / 'i iii;:;:;:;;:;::;. I % UN / R� -0') r G 7' r r t~ r c r / i ... ! <''.' y r r r i•n/ r l / r , fi 00 I .11 / /. i '3' r I r v r r '' 6 0 / " i .+� �" i:.1 �, •.7.20 j. I i`tA�p•)�, j - r .::6 .11 /::;E:i:�i For ,' I 0 CE��! 8AU 1. �, I ,/ // Wr r./ �' r' , /• •. / 1, rii/ iiil /�i .'l' / ,irii /rii / � GOV TERRACEjRV l � l . -' ,,. / Q i// r / 7.00 l:/ l; I6 2 %. 3 r'' /r > , G AREAS ... . r� Butt �tN 470 SF 1. - I L A90 /E R�RSp F�aQQ 65945SSF rl % 11, f I O Poo SEGCINA FAQ 700 SF / / „lrrI,l //! % / LAP PO AZTIC° ,;n' j5,90 I / 7.00 is / jr: (BZOEE 13) "1; lr `:7.00 ` r / r ' r j is RM /l ,,i /'I. ,/ ; r , . , l / r 7.00 / "' q A, l „" " ND FLOOR r // m I- f.� 5.80., /r:/ I r �/ r, :. i / // f / rr / / r r/ / / %. I CO. `f /. / r / it ` 0� .7. 0 /1 i d: l lS -�� /iin rin . /r, f�� / /// rri_ ., j '':7.20 ,rr /i /rii i','`l� / / /f�i //f /6.50 X /, vro / . /ii ri / /� / / / / % / / / / /f // '' A " tNG W ALE- i' /I 1, r! / / / / /��Y/ RE7 r7. „�iia /iii / / / / / / / %f / / /�� : 7.00 . �. '5 `� // / ,lrir <, : / �� /// f�% ! ,lil _/,_7T/_ ._. l / , f�jr / / / /// R*�T PINING WA`E /ll l vi, '..i': ' .,7.50 .. iii i/l . (":• F • llrl /,l„ / LIFT STATION CONTROL PANEL TO BE +. X MOUNTED ON WALL. CONTROL PANEL SHALL % "'' " /flf l /f, r INCLUDE A BATTERY BACK UP ALARM SYSTEM l/ ;_ TWO (2) MYERS SUBMERSIBLE SOLID HANDLING PUMPS l!n � l / /l „ /llirl /` MODEL WHR7 -21, 314 HP, 230 VOLT, 1- PRASE, 1,750 RPM. 0 riivl/ r ' '� I (DESIGN FLOW = 25 GPM AT 25 FT TDH). /!`r!l .-- N IT IS THE RESPONSIBILITY OF THE SITE /UTILITY CONTRACTOR TO rlrl �,. U yiu vrn .. 1, CD VERIFY WITH THE GENERAL CONTRACTOR WHAT VOLTAGE AND PHASE /_1' N Q POWER WILL BE SUPPLIED TO THE LIFT STATION. /. -- ,... r l Z ij ice' q, ,: ii. vii r'. r ,; ' vin r I /.. L L_ ,/ / •• .. 40; // I .. I rim % -} `•`' J l / /l/ /! /, /l /ll/ f / / / /,r! ,- v •in ,n! `gin 'r" vi =' r �' ; .,......:..,, . .. ' l �,� .. ::J,i. 1 it .. CONTRACTOR TO USE DIRECTIONAL DRILLING TO INSTALL / I 965 LF - 2" HDPE DR 11 (HEAVY DUTY) SANITARY FORCE ;.< MAIN TO EXISTING SANITARY SEWER MANHOLE LOCATED AT MAIN ACCESS GATE. INVERT ELEVATION AT EXISTING SANITARY SEWER MANHOLE = -0.50 FT. ZONE VE ::, = :.r. ' s r..,, r'' l (B.F.E.= 13') ZONE AE , ;1, APPROXIMATE `:: '..' `''r FLOOD ZONE LINE l ::� 7-1 r f �; / i,, r: ''�� ,: i �., r � r I r _COASTAL CONTROL LINE E '41 \ 1 CONTROL LINE �'� r "I - 11 , , I I I 1. � � .. 0; 1;: � "I �l � I'll". �11: � �:: � 0 � 11 111. f - i� �. 11 11-1.1 f ":: :: /:' - . : '7f%'I .G i r. ! .i , , . ./ , . ..1. .. r i 1 -1/2" DOMESTIC WATER METER AND BACK FLOW PREVENTOR 1 GAS CONNECTION TO BE CONSTRUCTED BY CLEARWATER GAS y�ty ' . • SYSTEM ... ............ :•� ` 35 / C SCH 40 ., . ". �'- 36" MIN. COVER ,./ / /% : , ` ``: 1 -1/2" TAP AND VALVE TO BE 1. / / CONSTRUCTED BY CITY OF /. //: r CLEARWATER (CHLORINE INJECTION POINT) i : • .... .. ........ . ... ,, -,. , .. - -... . n. , .:....................... . . .. •... M %., /.I . /. �" " �/�,,,, ,, "". I / � "I - " 'I"; 1"'"� I ` 1 / /. /-. -.. :.- r ;r Ly • // X r `� ' ... I,.,,., / � ll.-� "__� r ZONE AE (B.F.E.- 12') .....,,,. -.. i PROPOSED POTABLE WATER MAIN CONNECTION TO BUILDING. INSTALL TEMPORARY BLOW -OFF ASSEMBLY. SAMPLING POINT AT TEMPORARY BLOW -OFF (TYP.) (REFER TO ARCHITECTURAL AND PLUMBING PLANS FOR EXACT CONNECTION LOCATION). :IZ _____--- PROPOSED SANITARY SEWER CLEANOUT. AVERAGE WASTEWATER FLOW = 1,725 GPD. (REFER TO ARCHITECTURAL AND PLUMBING PLANS FOR EXACT CONNECTION LOCATION) D/ 1" RECLAIMED WATER O METER m PROPOSED LIFT STATION LL -------- .,..... ...,.. ,..J /. 10 LF± 2" PVC SCH 80. / 36" MIN. COVER 965 LFt 2" HDPE DR 11 (HEAVY DUTY). 36" MIN. COVER j` r' r „. U -< :j ..,. -•. .... r /. +. /i %' /�° / �r ,:r °° �:? ! - /".1 %`r:: / I ' ', ` ' ! i yl °'` ZONE AE /.; : i, i „ /' /' (B.F.E.= 12') // EXISTING FIRE }HYDRANT. -/ Nll j,j�., , RESULTS OF FIRE HYDRANT TEST Y.,�..:�''!'; PERFORMED ON';3 -5 -09 ARE: °, i I STATIC PRESSURE = 65 PSI, r/ l : RESIDUAL PRESSORE = 15 PSI' i AT FLOW RAT)=- 580 GPM / /.1 WQ m = Q V J V: :,I �� 1�t � 0 t 11 z WM �1_ I g o_ F_ z r- �� r "r 0o CO SAN I w 4� (y) Q Z Q __ � Q Qo 0 J a- Z m t�- CD U) r �,� Z a� 2i LL O CD CO no m m V a) M C)� J J C.6 O� Q p r r J >_ CO LLI ❑C1 Z H > 0 r Q 0 m 0 � C) Z Lli W Z .e ,�,� r LU �' . -1- ... O ::3 vJ w ..► r � � o 0 . r s r r r r r r ZONE AE (B.F.E.- 12') .....,,,. -.. i PROPOSED POTABLE WATER MAIN CONNECTION TO BUILDING. INSTALL TEMPORARY BLOW -OFF ASSEMBLY. SAMPLING POINT AT TEMPORARY BLOW -OFF (TYP.) (REFER TO ARCHITECTURAL AND PLUMBING PLANS FOR EXACT CONNECTION LOCATION). :IZ _____--- PROPOSED SANITARY SEWER CLEANOUT. AVERAGE WASTEWATER FLOW = 1,725 GPD. (REFER TO ARCHITECTURAL AND PLUMBING PLANS FOR EXACT CONNECTION LOCATION) D/ 1" RECLAIMED WATER O METER m PROPOSED LIFT STATION LL -------- .,..... ...,.. ,..J /. 10 LF± 2" PVC SCH 80. / 36" MIN. COVER 965 LFt 2" HDPE DR 11 (HEAVY DUTY). 36" MIN. COVER j` r' r „. U -< :j ..,. -•. .... r /. +. /i %' /�° / �r ,:r °° �:? ! - /".1 %`r:: / I ' ', ` ' ! i yl °'` ZONE AE /.; : i, i „ /' /' (B.F.E.= 12') // EXISTING FIRE }HYDRANT. -/ Nll j,j�., , RESULTS OF FIRE HYDRANT TEST Y.,�..:�''!'; PERFORMED ON';3 -5 -09 ARE: °, i I STATIC PRESSURE = 65 PSI, r/ l : RESIDUAL PRESSORE = 15 PSI' i AT FLOW RAT)=- 580 GPM / /.1 NEW TRANSFORMER ' POWER CONNECTION TO BE CONSTRUCTED BY PROGRESS ENERGY .......... m , •i, , . ", /, S % 1 ." , ' ,s' *. 1 a.. s.., , • s �i �`, �11, s'. �`: t /. W S GRAPHIC SCALE 1 '1=20' 1 I I I 40 20 10 0 20 IMPORTANT UTILITY NOTES 1. ALL UTILITIES, INCLUDING INDIVIDUAL DISTRIBUTION LINES, SHALL BE INSTALLED UNDERGROUND PER SECTION 3-911 OF THE CITY OF CL EARWATER CODE. 2. PROPOSED WATER MAIN TO BE DEFLECTED OVER OR UNDER STORM AND SANITARY PIPE. WHEN WATER MAIN IS ABOVE SANITARY SEWER A 6" MINIMUM VERTICAL CLEARANCE (12" PREFERRED) IS REQUIRED. WHEN WATER MAIN IS BELOW SANITARY SEWER AND LESS THAN 12" CLEARANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (D.I.P.) 10' FROM EACH SIDE OF CROSSING. (D•I.P. IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). 3. WATER AND SEWER LATERALS ARE TO BE ADJUSTED TO MAINTAIN 6" MINIMUM VERTICAL CLEARANCE (12" PREFERRED) WITH ALL OTHER UTILITIES. 4. SOD ALL AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION. ED T LIMIT T O CITY 5. THE CONTRACTOR IS TO COORDINATE ALL WORK WITHIN BUT N O OF CLEARWATER RIGHTS -OF -WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DA MA GE TO UTIL I TY LINES AN D TH E MAKING OF ADJUSTM ENTS TO SAME, IF REQUIRED. UIRED. 6. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER LINES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ROAD CROSSING AND /OR UTILITY PERMITS. 8. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 9. BENDS SHALL BE INSTALLED IN FORCE MAIN AND /OR WATER MAIN TO AVOID UNFORESEEN CONFLICTS WITH EXISTING OR PROPOSED STRUCTURES. 10. THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF INSTALLING BENDS. 11. UNDERGROUND WATERMAINS AND HYDRANTS MUST BE COMPLETED AND IN- SERVICE PRIOR TO BUILDING CONSTRUCTION. 12 TEMPORARY BL WOFF'S AND SAMPLE POINTS MUST MEET . THE LOCATION OF ALL T ORAR 0 N PINELLAS COUNTY'S HEALTH DEPARTMENT REQUIREMENTS. 13. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE /RELOCATE ANY /ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIMED WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS.) 14. THE CITY OF CLEARWATER WILL PROVIDE WATER MAIN TAP, SET THE WATER METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE). APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES. 15. ALL SANITARY SEWER LINE EXTENSIONS TO CONFORM TO CITY OF CLEARWATER STANDARDS. IY U U) w z O co -> W w a-, ❑ J WQ m = Q V J V: :,I �� 1�t � 0 t 11 NEW TRANSFORMER ' POWER CONNECTION TO BE CONSTRUCTED BY PROGRESS ENERGY .......... m , •i, , . ", /, S % 1 ." , ' ,s' *. 1 a.. s.., , • s �i �`, �11, s'. �`: t /. W S GRAPHIC SCALE 1 '1=20' 1 I I I 40 20 10 0 20 IMPORTANT UTILITY NOTES 1. ALL UTILITIES, INCLUDING INDIVIDUAL DISTRIBUTION LINES, SHALL BE INSTALLED UNDERGROUND PER SECTION 3-911 OF THE CITY OF CL EARWATER CODE. 2. PROPOSED WATER MAIN TO BE DEFLECTED OVER OR UNDER STORM AND SANITARY PIPE. WHEN WATER MAIN IS ABOVE SANITARY SEWER A 6" MINIMUM VERTICAL CLEARANCE (12" PREFERRED) IS REQUIRED. WHEN WATER MAIN IS BELOW SANITARY SEWER AND LESS THAN 12" CLEARANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (D.I.P.) 10' FROM EACH SIDE OF CROSSING. (D•I.P. IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). 3. WATER AND SEWER LATERALS ARE TO BE ADJUSTED TO MAINTAIN 6" MINIMUM VERTICAL CLEARANCE (12" PREFERRED) WITH ALL OTHER UTILITIES. 4. SOD ALL AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION. ED T LIMIT T O CITY 5. THE CONTRACTOR IS TO COORDINATE ALL WORK WITHIN BUT N O OF CLEARWATER RIGHTS -OF -WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DA MA GE TO UTIL I TY LINES AN D TH E MAKING OF ADJUSTM ENTS TO SAME, IF REQUIRED. UIRED. 6. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER LINES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ROAD CROSSING AND /OR UTILITY PERMITS. 8. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 9. BENDS SHALL BE INSTALLED IN FORCE MAIN AND /OR WATER MAIN TO AVOID UNFORESEEN CONFLICTS WITH EXISTING OR PROPOSED STRUCTURES. 10. THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF INSTALLING BENDS. 11. UNDERGROUND WATERMAINS AND HYDRANTS MUST BE COMPLETED AND IN- SERVICE PRIOR TO BUILDING CONSTRUCTION. 12 TEMPORARY BL WOFF'S AND SAMPLE POINTS MUST MEET . THE LOCATION OF ALL T ORAR 0 N PINELLAS COUNTY'S HEALTH DEPARTMENT REQUIREMENTS. 13. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE /RELOCATE ANY /ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIMED WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS.) 14. THE CITY OF CLEARWATER WILL PROVIDE WATER MAIN TAP, SET THE WATER METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE). APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES. 15. ALL SANITARY SEWER LINE EXTENSIONS TO CONFORM TO CITY OF CLEARWATER STANDARDS. IY U U) w z O co -> W w a-, ❑ J WQ m = Q V J ()O 0 m z WM �1_ I g o_ F_ z r- W/off 0o CO SAN I w 4� (y) Q Z Q __ � Q Qo 0 J a- Z m t�- CD U) 0� Z a� 2i LL O CD CO no m m V a) M C)� J J C.6 O� Q p w m J >_ CO LLI ❑C1 Z H > 0 F-- Q 0 m 0 � C) Z Lli W Z .e O LU �' of O ::3 vJ w 0 � � o 0 Q 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 0 U F - Now 0 O\ n v a x/ (1) O u 0 W x+ v I W 0 Z w WQ m = Q V J ()O ////////// / // / / / / /f / { / / // / / /G / / / // / /LU /r: „X , %'v`s., : Uf//// l// /L- // /O /////////////1///1l0/l// `` Z_ z WM �1_ I g Z F_ z r- W/off - ; ,.. y N N W SAN I w 4� (y) Q Z Q __ � Q Qo 0 J a- Z m t�- CD U) 0� Z a� 2i LL W z o�_ W � J V a) M C)� J J C.6 O� Q � w 4 � J o 0 .9 °r-U 0_ 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 0 U F - Now 0 O\ n v a x/ (1) O u 0 W x+ v I W 0 Z w PROPOSED m = Q V J V ////////// / // / / / / /f / { / / // / / /G / / / // / /LU /r: „X , %'v`s., : Uf//// l// /L- // /O /////////////1///1l0/l// `` Z_ z WM �1_ I g WATER MAIN _ r� A A Iry �/ - ; ,.. y N N W SAN I w 4� '` I` w -- % % / / / / /� / / / %� %i %f / % //% 11""'i, I'//O//O/O///00�/O% /%%%%%%%1%/ W c ME N N Z o Z m t�- CD r. � � co N . 0 (xv Z LEGEND z 0) - U- w z a) M C)� o 1 O " U W c: -d( 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 0 U F - Now 0 O\ n v a x/ (1) O u 0 W x+ v I W 0 Z w PROPOSED m = PROPERTY LINE J EXISTING WATER ////////// / // / / / / /f / { / / // / / /G / / / // / /LU /r: „X , %'v`s., : Uf//// l// /L- // /O /////////////1///1l0/l// MAIN PROPOSED WM �1_ I g WATER MAIN zi iioriiiiiiiii iii;i/ ;; 's:,. ;, 'si i°'i' - EXISTING SANITARY SEWER LINE 00 PROPOSED SAN I SANITARY SEWER 4� LINE % % / / / / /� / / / %� %i %f / % //% 11""'i, I'//O//O/O///00�/O% /%%%%%%%1%/ PROPOSED STORM c ME SEWER LINE 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 0 U F - Now 0 O\ n v a x/ (1) O u 0 W x+ v I W 0 Z w OCOPYRIGHT 2009 THIS DRAWING IS THE PRC PE{RT)r OF LUC4_JP�) W� NGIgJEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIIS.6 PIRG -, E(r^q�� D,D fGD, PJ�gQ� ,HED, ALTERED OR USED IN ANY WAY WITHOUT W �'!fl"°'AJJT�H TICJN' Rr' F�I i a;)INT ENGINEERING, INC. ' 6 ° '51. V + ) . ° 2j �` 1, i � {, " r ---) t( !' ,JT 4- o i 1 ,r 58626 ' �•;BRP,,ULIO GRAJgI EIS.' , FL Registration No. r2''t r"( ` •Pro esaiprx;! Eriginee�r -�.';' Sign Date COPY OF THIS PLANLI C'NGT \t \I.iR UNLESS SIGNED, ;SEALED AND DATED BY THE ffROFL%,'Ii4N.f�.'FNGINFF_R I? , .... ._ . Aid 4 a ;d J . .•, r f? > �1_ I g V ALL EXISTING AND PROPOSED �� + ,�.�,P_, 00 ELEVATIONS ARE REFERENCED'- g �, r--, 4� - c ? FROM NORTH AMERICAN ' c ME ;- v C o Z VERTICAL DATUM (N.A.V.D.) 1988 �.. r. � � Q 0) a a) M C)� o O " U Q J OCOPYRIGHT 2009 THIS DRAWING IS THE PRC PE{RT)r OF LUC4_JP�) W� NGIgJEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIIS.6 PIRG -, E(r^q�� D,D fGD, PJ�gQ� ,HED, ALTERED OR USED IN ANY WAY WITHOUT W �'!fl"°'AJJT�H TICJN' Rr' F�I i a;)INT ENGINEERING, INC. ' 6 ° '51. V + ) . ° 2j �` 1, i � {, " r ---) t( !' ,JT 4- o i 1 ,r 58626 ' �•;BRP,,ULIO GRAJgI EIS.' , FL Registration No. r2''t r"( ` •Pro esaiprx;! Eriginee�r -�.';' Sign Date COPY OF THIS PLANLI C'NGT \t \I.iR UNLESS SIGNED, ;SEALED AND DATED BY THE ffROFL%,'Ii4N.f�.'FNGINFF_R I? , .... ._ . RECTIONAL DRILLING CONSTRUCTION NOTES 1. CONTRACTOR TO CONTACT CITY OF CIL.EARWATER UTILITIES AT LEAST FORTY -EIGHT (48) HOURS BEFORE EACH OF THE FOLLOWING ACTIVITIES: A) THE SET UP OF A DRILLING PIT, B) THE START OF DRILLING OPERATION, C) THE INSTALLATION OF SERVICE PIPE. UPON COMPLETION OF THE PILOT HOLE PHASE OF THE OPERATION, A COMPLETE SET OF AS -BUILT RECORDS SHALL BE SUBMITTED IN DUPLICATE TO THE ENGINEER. THESE RECORDS SHALL INCLUDE COPIES OF THE PLAN AND PROFILE DRAWING, AS WELL AS DIRECTIONAL READINGS RECORDED DURING THE DRILLING OPERATION. 2. THE DRAWINGS SHOW EXISTING UTILITIES THAT ARE BELIEVED TO BE NEAR THE DIRECTIONAL DRILL ALIGNMENT. THERE IS NO GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER UTILITIES MAY NOT BE PRESENT. THE CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE OF THE WORK SO AS NOT TO DELAY WORK AND AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES. 3. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLANS, IN ACCORDANCE WITH APPROVED TRAFFIC AND SAFETY REQUIREMENTS, ERECT APPROPRIATE BARRIERS, WARNING LIGHTS, AND SIGNS, PAINTED WITH APPROVED COLORS, WARNINGS, AND GRAPHICS TO ENSURE ADEQUATE WARNING TO MOTORIST AND THE PUBLIC. 4. ALL HDPE AND PVC PIPE INSTALLED SHALL BE LAID WITH TWO INSULATED 10 GAUGE SOLID STRAND COPPER WIRE FOR LOCATION PURPOSES. 5. ALL PERSONNEL SHALL BE FULLY TRAINED IN THEIR RESPECTIVE DUTIES AS PART OF THE DIRECTIONAL DRILLING CREW AND IN SAFETY. EACH PERSON MUST HAVE AT LEAST TWO YEARS DIRECTIONAL DRILLING EXPERIENCE. A COMPETENT AND EXPERIENCED SUPERVISOR REPRESENTING THE CONTRACTOR AND DRILLING SUBCONTRACTOR SHALL BE PRESENT AT ALL TIMES DURING THE ACTUAL DRILLING OPERATIONS. A RESPONSIBLE REPRESENTATIVE WHO IS THOROUGHLY FAMILIAR WITH THE EQUIPMENT AND TYPE WORK TO BE PERFORMED, MUST BE IN DIRECT CHARGE AND CONTROL OF THE OPERATION AT ALL TIMES. IN ALL CASES THE SUPERVISOR MUST BE CONTINUALLY PRESENT AT THE JOB SITE DURING THE ACTUAL DIRECTIONAL BORE OPERATION. THE CONTRACTOR AND SUBCONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPETENT WORKERS ON THE JOB AT ALL TIMES TO INSURE THE DIRECTIONAL BORE IS MADE IN A TIMELY AND SATISFACTORY MANNER. PERSONNEL WHO ARE UNQUALIFIED, INCOMPETENT OR OTHERWISE NOT SUITABLE FOR THE PERFORMANCE OF THIS PROJECT SHALL BE REMOVED FROM THE JOBSITE AND REPLACED WITH A SUITABLE PERSON. 6. WORK SITE AS INDICATED ON DRAWINGS, WITHIN RIGHT -OF -WAY, SHALL BE GRADED OR FILLED TO PROVIDE A LEVEL WORKING AREA. NO ALTERATIONS BEYOND WHAT IS REQUIRED FOR OPERATIONS ARE TO BE MADE. CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO DESIGNATED WORK AREAS. 7. ENTIRE DRILL PATH SHALL BE ACCURATELY SURVEYED WITH ENTRY AND EXIT STAKES PLACED IN THE APPROPRIATE LOCATIONS WITHIN THE AREAS INDICATED ON DRAWINGS. IF CONTRACTOR IS USING A MAGNETIC GUIDANCE SYSTEM, DRILL PATH WILL BE SURVEYED FOR ANY SURFACE GEO- MAGNETIC VARIATIONS OR ANOMALIES. 8. CONTRACTOR SHALL PLACE SILT FENCE BETWEEN ALL DRILLING OPERATIONS AND ANY DRAINAGE, WETLAND, WATERWAY OR OTHER AREA DESIGNATED FOR SUCH PROTECTION BY CONTRACT DOCUMENTS, STATE, FEDERAL AND LOCAL REGULATIONS. ADDITIONAL ENVIRONMENTAL PROTECTION NECESSARY TO CONTAIN ANY HYDRAULIC OR DRILLING FLUID SPILLS SHALL BE PUT IN PLACE, INCLUDING BERMS, LINERS, TURBIDITY CURTAINS AND OTHER MEASURES. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE ENVIRONMENTAL REGULATIONS. FUEL OR OIL MAY NOT BE STORED IN BULK CONTAINERS WITHIN TWO HUNDRED (200) FEET OF ANY WATER -BODY OR WETLAND. 9. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY REGULATIONS AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SAFETY MEETINGS SHALL BE CONDUCTED AT LEAST WEEKLY WITH A WRITTEN RECORD OF ATTENDANCE AND TOPIC SUBMITTED TO ENGINEER. 10. PIPE SHALL BE WELDED /FUSED TOGETHER IN ONE LENGTH, IF SPACE PERMITS. PIPE WILL BE PLACED ON PIPE ROLLERS BEFORE PULLING INTO BORE HOLE WITH ROLLERS SPACED CLOSE ENOUGH TO PREVENT EXCESSIVE SAGGING OF PIPE. 11. PILOT HOLE SHALL BE DRILLED ON BORE PATH WITH NO DEVIATIONS GREATER THAN FIVE PERCENT OF DEPTH OVER A LENGTH OF ONE HUNDRED (100) FEET. IN THE EVENT THAT PILOT DOES DEVIATE FROM BORE PATH MORE THAN FIVE PERCENT OF DEPTH IN ONE HUNDRED (100) FEET, CONTRACTOR SHALL NOTIFY ENGINEER AND ENGINEER MAY REQUIRE CONTRACTOR TO PULL -BACK AND RE -DRILL FROM THE LOCATION ALONG BORE PATH BEFORE THE DEVIATION. 12. IN THE EVENT THAT A DRILLING FLUID FRACTURE, INADVERTENT RETURNS OR RETURNS LOSS OCCURS DURING PILOT HOLE DRILLING OPERATIONS, CONTRACTOR SHALL CEASE OPERATIONS AND SHALL DISCUSS CORRECTIVE OPTIONS WITH THE ENGINEER, WORK SHALL THEN PROCEED ACCORDINGLY. 13. UPON APPROVAL OF THE PILOT HOLE LOCATION BY THE ENGINEER, THE HOLE ENLARGENING OR BACK REAMING PHASE OF THE INSTALLATION SHALL BEGIN. THE BOREHOLE DIAMETER SHALL BE INCREASED TO ACCOMMODATE THE PULL -BACK OPERATION OF THE REQUIRED SIZE OF PE PIPE. THE TYPE OF BACK REAMER TO BE UTILIZED IN THIS PHASE SHALL BE DETERMINED BY THE TYPES OF SUBSURFACE SOIL CONDITIONS THAT HAVE BEEN ENCOUNTERED DURING THE PILOT HOLE DRILLING OPERATION. THE REAMER TYPE SHALL BE AT THE CONTRACTOR'S DISCRETION WITH THE FINAL HOLE DIAMETER BEING A MAXIMUM OF TWENTY (20) PERCENT LARGER THAN THE OUTSIDE DIAMETER OF THE PRODUCT PIPE BEING INSTALLED IN THE BOREHOLE. 14. THE OPEN BOREHOLE MAY BE STABILIZED BY MEANS OF BENTONITE DRILLING SLURRY PUMPED THROUGH THE INSIDE DIAMETER OF THE DRILL PIPE AND THROUGH OPENINGS IN THE REAMER. THE SLURRY WILL ALSO SERVE AS AN AGENT TO CARRY THE LOOSE CUTTINGS TO THE SURFACE THROUGH THE ANNULUS OF THE BOREHOLE. THESE CUTTINGS AND BENTONITE SLURRY ARE TO BE CONTAINED AT THE EXIT HOLE OR ENTRY SIDE OF THE DIRECTIONAL BORE IN PITS OR HOLDING TANKS. THE SLURRY MAY BE RECYCLED AT THIS TIME FOR REUSE IN THE HOLE OPENING OPERATION OR IT SHALL BE HAULED BY THE CONTRACTOR TO AN APPROVED DUMP SITE AND PROPERLY DISPOSED. A COMPLETE LIST OF ALL DRILLING FLUID ADDITIVES AND MIXTURES TO BE USED IN THE DIRECTIONAL OPERATION WILL BE SUBMITTED TO THE ENGINEER ALONG WITH THEIR RESPECTIVE MATERIAL SAFETY DATA SHEETS. 15. IN THE EVENT THAT PIPE BECOMES STUCK, CONTRACTOR SHALL NOTIFY ENGINEER. ENGINEER, OWNER, AND /OR THE MAINTAINING AGENCY SHALL DISCUSS OPTIONS AND THEN WORK WILL PROCEED ACCORDINGLY. 16. THE MAXIMUM PULL (AXIAL TENSION FORCE) EXERTED ON THE PIPELINE SHALL BE MEASURED CONTINUOUSLY AND LIMITED TO THE MAXIMUM ALLOWED BY THE PIPE MANUFACTURER WITH AN APPROPRIATE FACTOR OF SAFETY (? 2.0) SO THAT THE PIPE OR JOINTS ARE NOT OVERSTRESSED. 17. THE CONTRACTOR SHALL CEASE PULL -BACK OPERATIONS IF THE PIPE IS DAMAGED AND SHALL REMOVE THE PRODUCT PIPE FROM THE BORE AND REPAIR THE PIPE USING THE MANUFACTURER'S RECOMMENDED PROCEDURE OR REPLACE THE DAMAGED PIPE BEFORE RESUMING INSTALLATION. 18. DAMAGE TO THE PRODUCT PIPE RESULTING FROM MANUFACTURER DEFECTS, INSTALLATION, CONTACT GROUTING, OR GROUTING OF THE ANNULUS IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING COSTS FOR REPLACEMENT AND LABOR AND MATERIALS. 19. EXCESS PIPE SHALL BE REMOVED AND THE BORE HOLE ASSOCIATED WITH THIS EXCESS PIPE SHALL BE FILLED WITH FLOWABLE FILL OR GROUT, UNLESS THE AREA OF THE EXCESS PIPE IS EXCAVATED AND BACKFILLED AS PART OF THE TIE -IN OPERATIONS. 20. TO CONFIRM NO DAMAGE TO THE PIPE, UPON COMPLETION OF PULL -BACK AND GROUTING, THE CONTRACTOR SHALL PERFORM THE FOLLOWING TEST ON THE COMPLETED PIPELINE: A SPHERE OR PIG, ONE INCH LESS IN DIAMETER THAN THE INTERNAL DIAMETER OF THE PRODUCT PIPE, WHICH IS CAPABLE OF ALLOWING WATER TO PASS THROUGH IT, COMPLETE WITH A PULLING CABLE ON EITHER SIDE OF SPHERE OR PIG, SHALL BE PULLED THROUGH THE ENTIRE LENGTH OF THE PIPELINE. IF THE PIG OR SPHERE CANNOT PASS THROUGH THE PIPE, IT SHALL BE CONSIDERED COLLAPSED AND DAMAGED. 21. AFTER THE PRODUCT PIPE IS COMPLETELY PULLED THROUGH THE BOREHOLE, A SUFFICIENT RELAXATION PERIOD, IF RECOMMENDED BY THE PIPE MANUFACTURER, SHALL BE PROVIDED BEFORE THE FINAL PIPE TIE -IN. 22. THE CONTRACTOR SHALL CONDUCT A FINAL HYDROSTATIC TEST OF THE INSTALLED PIPE. CONTRACTOR SHALL TEST PIPE TO A PRESSURE OF 150 PSI FOR TWO HOURS. THE CONTRACTOR WILL REPAIR ANY DEFECTS DISCOVERED DURING THIS TEST, AND REPEAT UNTIL THE PIPE PASSES THE TEST. 23. FOLLOWING DRILLING OPERATIONS, CONTRACTOR WILL DEMOBILIZE EQUIPMENT AND RESTORE THE WORK -SITE TO ORIGINAL CONDITION. ANY NOTICEABLE SURFACE DEFECTS DUE TO THE DRILLING OPERATION SHALL BE REPAIRED BY CONTRACTOR. 24. CONTRACTOR SHALL MAINTAIN A DAILY PROJECT LOG OF DRILLING OPERATIONS AND A GUIDANCE SYSTEM LOG WITH A COPY GIVEN TO ENGINEER AT COMPLETION OF BORING. AS -BUILT DRAWINGS SHALL BE CERTIFIED AS TO ACCURACY BY CONTRACTOR. EXISTING UTILITIES SUCH AS PROGRESS ENERGY UNDERGROUND POWER CABLES, CLEARWATER GAS SYSTEM GAS MAIN, VERIZON COMMUNICATION CABLES, CITY OF CLEARWATER WATER MAIN AND RECLAIMED WATER MAIN AND ARE BELIEVED TO BE WITHIN THE 5' UTILITY EASEMENT AND NEAR THE DIRECTIONAL DRILL ALIGNMENT. THERE IS NO GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER UTILITIES MAY NOT BE PRESENT. THE CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE OF THE WORK SO AS NOT TO DELAY WORK AND AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES. . CONTRACTOR TO USE DIRECTIONAL DRILLING TO INSTALL 965 LF - 2" HDPE DR 11 (HEAVY DUTY) SANITARY FORCE MAIN TO EXISTING SANITARY SEWER MANHOLE LOCATED AT MAIN ACCESS GATE. INVERT ELEVATION AT EXISTING SANITARY SEWER MANHOLE = -0.50 FT. ,.,< 6i. 5: 5; EXISTING UTILITIES SUCH AS PROGRESS ENERGY UNDERGROUND POWER CABLES, CLEARWATER GAS SYSTEM GAS METALLIC LOCATING WIRE FINISHED GRADE FORCE MAIN METALLIC LOCATING WIRE TRACER WIRE WILL BE ATTACHED PROPOSED FORCE MAIN TO THE LEADING END OF THE PIPE PULLING HEAD AND SHALL EXTEND EXTEND THE FULL LENGTH OF THE INSTALLED PIPE. NOTES. 1. PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND AIR RELEASE VALVE AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. J. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PIPE LOCATING WIRE DETAIL NTS N (� 12"_ m m r;u PLAN VIEW CONC APPRON SURROUNDING BOX W /WIRE MESH (6 GAUGE 4 "x4" W.W.F.) COMPRESSION FITTING 6" PLASTIC STAND BOX W /COVER �0 00 0 0000 3/4" BALL VALVE o0 0 o 0000 W /LOCKABLE OPERATOR 3/4" POLY -B � #57 STONE 6" MINIMUM THICKNESS COMPRESSION FITTING` /3/4" CORPORATION STOP PROPOSED FORCE MAIN AIR RELEASE VALVE DETAIL NTS WIRE MESH (6 GAUGE 4 "x 4" W.W.F.) t- W N I� S GRAPHIC SCALE 1"=20' 40 20 10 0 20 T ' ^ ^ "' COVER CONCRETE APPRON 24" TOP OF GONG APPRON TO BE FLUSH WITH PAVEMENT FDOT CLASS 2" CONC APPRON 6 ✓- -GRADE EL z 0 a U U) w U) z O m 0 z J PROPOSED Z — ANh z _ W (? rn O� PROPOSED WM 0 Lr) o SECTION A -A Q — Qo V) I E 0 ea LINE . '' PROPOSED STORM SEWER LINE Z u- ' VJ VALVE BOX DETAIL W m m m m O C) �+ r (0 Q T_ .� o VERTICAL DATUM (N.A.V.D.) 1988 z I— w � ui 4 } 0 U � r-- CD (D r- L0 Z CID z w m 0° LO Q �� ° m r- a� cu Z C\l ~ LL Lu Z o H ¢ w w v o z CD coo w > Z L � U (f) w w U) rL ate.. L0 o o C) 1' X Q N CAST IRON SCREW TYPE VALVE BOX -\ _ [] VALVE EXTENSION STEM Q INSTALLED WITHIN 2' OF r , 0 PLUG VALVE GRADE FORCE MAIN PROPOSED Z — ANh z _ W X, MAIN O� PROPOSED WM 0 z SECTION A -A Q — Qo V) I E SAN SANITARY SEWER LINE . '' PROPOSED STORM SEWER LINE Z u- ' VJ VALVE BOX DETAIL W Lu c� ? o NTS :�r . �+ r (0 Q T_ .� o VERTICAL DATUM (N.A.V.D.) 1988 z I— w � ui 4 Lu J 0 (D U 0 U � r-- CD (D r- L0 Z z M LO Q �� z M LEGEND r- a� cu Z C\l ~ LL Lu Z z w c: Q 4b HUUHs BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 o U �r•l ro aj o LLI p i° Lu U (D _Z Lu Lu _Z Z �. L d PROPOSED l� PROPERTY LINE EXISTING WATER X, MAIN PROPOSED WM WATER MAIN EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE . '' PROPOSED STORM SEWER LINE 4b HUUHs BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 o U �r•l ro aj o LLI p i° Lu U (D _Z Lu Lu _Z Z �. L d ©COPYRIGHT 2009 THIS DRAWING IS THE PRO EI�j`r cJF MIGN F O11J NGINPffRING, INC. UNDER NO SHEET; CIRCUNSTANCES MAY THIS ��R.AVgIt�GB� `+�jE�Rn1D4'"ED 4U0L `;ICED, ALTERED OR USED IN ANY WAY WITHOUT WR:i7TEiJ�UI tC?RIZATION �6WHIGA N)INT ENGINEERING, INC. 58626 E3RA' LIO GRAJAI EZ; F'. FL Registration No. rProfessib } E;ri�inp r - ,t Sign Date A COPY OF THIS PLAN IS NOT 4�AiLIF?.I�NL SIGNED, SEALED AND DATED BY THE PROF E S�IOIJAt ALL EXISTING AND PROPOSED . '' ,,, ``"' t, L ' ELEVATIONS ARE REFERENCED c� ? FROM NORTH AMERICAN :�r . , o o z Z VERTICAL DATUM (N.A.V.D.) 1988 4 ' �� v co Z CD coo J ©COPYRIGHT 2009 THIS DRAWING IS THE PRO EI�j`r cJF MIGN F O11J NGINPffRING, INC. UNDER NO SHEET; CIRCUNSTANCES MAY THIS ��R.AVgIt�GB� `+�jE�Rn1D4'"ED 4U0L `;ICED, ALTERED OR USED IN ANY WAY WITHOUT WR:i7TEiJ�UI tC?RIZATION �6WHIGA N)INT ENGINEERING, INC. 58626 E3RA' LIO GRAJAI EZ; F'. FL Registration No. rProfessib } E;ri�inp r - ,t Sign Date A COPY OF THIS PLAN IS NOT 4�AiLIF?.I�NL SIGNED, SEALED AND DATED BY THE PROF E S�IOIJAt DIRECTIONAL DRILLING CONSTRUCTION NOTES 1. CONTRACTOR TO CONTACT CITY OF CLEARWATER UTILITIES AT LEAST FORTY -EIGHT (48) HOURS BEFORE EACH OF THE FOLLOWING ACTIVITIES: A) THE SET UP OF A DRILLING PIT, B) THE START OF DRILLING OPERATION, C) THE INSTALLATION OF SERVICE PIPE. UPON COMPLETION OF THE PILOT HOLE PHASE OF THE OPERATION, A COMPLETE SET OF AS -BUILT RECORDS SHALL BE SUBMITTED IN DUPLICATE TO THE ENGINEER. THESE RECORDS SHALL INCLUDE COPIES OF THE PLAN AND PROFILE DRAWING, AS WELL AS DIRECTIONAL READINGS RECORDED DURING THE DRILLING OPERATION. 2. THE DRAWINGS SHOW EXISTING UTILITIES THAT ARE BELIEVED TO BE NEAR THE DIRECTIONAL DRILL ALIGNMENT. THERE IS NO GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER UTILITIES MAY NOT BE PRESENT. THE CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE OF THE WORK SO AS NOT TO DELAY WORK AND AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES. 3. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLANS, IN ACCORDANCE WITH APPROVED TRAFFIC AND SAFETY REQUIREMENTS, ERECT APPROPRIATE BARRIERS, WARNING LIGHTS, AND SIGNS, PAINTED WITH APPROVED COLORS, WARNINGS, AND GRAPHICS TO ENSURE ADEQUATE WARNING TO MOTORIST AND THE PUBLIC. 4. ALL HDPE AND PVC PIPE INSTALLED SHALL BE LAID WITH TWO INSULATED 10 GAUGE SOLID STRAND COPPER WIRE FOR LOCATION PURPOSES. 5. ALL PERSONNEL SHALL BE FULLY TRAINED IN THEIR RESPECTIVE DUTIES AS PART OF THE DIRECTIONAL DRILLING CREW AND IN SAFETY. EACH PERSON MUST HAVE AT LEAST TWO YEARS DIRECTIONAL DRILLING EXPERIENCE. A COMPETENT AND EXPERIENCED SUPERVISOR REPRESENTING THE CONTRACTOR AND DRILLING SUBCONTRACTOR SHALL BE PRESENT AT ALL TIMES DURING THE ACTUAL DRILLING OPERATIONS. A RESPONSIBLE REPRESENTATIVE WHO IS THOROUGHLY FAMILIAR WITH THE EQUIPMENT AND TYPE WORK TO BE PERFORMED, MUST BE IN DIRECT CHARGE AND CONTROL OF THE OPERATION AT ALL TIMES. IN ALL CASES THE SUPERVISOR MUST BE CONTINUALLY PRESENT AT THE JOB SITE DURING THE ACTUAL DIRECTIONAL BORE OPERATION. THE CONTRACTOR AND SUBCONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPETENT WORKERS ON THE JOB AT ALL TIMES TO INSURE THE DIRECTIONAL BORE IS MADE IN A TIMELY AND SATISFACTORY MANNER. PERSONNEL WHO ARE UNQUALIFIED, INCOMPETENT OR OTHERWISE NOT SUITABLE FOR THE PERFORMANCE OF THIS PROJECT SHALL BE REMOVED FROM THE JOBSITE AND REPLACED WITH A SUITABLE PERSON. 6. WORK SITE AS INDICATED ON DRAWINGS, WITHIN RIGHT -OF -WAY, SHALL BE GRADED OR FILLED TO PROVIDE A LEVEL WORKING AREA. NO ALTERATIONS BEYOND WHAT IS REQUIRED FOR OPERATIONS ARE TO BE MADE. CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO DESIGNATED WORK AREAS. 7. ENTIRE DRILL PATH SHALL BE ACCURATELY SURVEYED WITH ENTRY AND EXIT STAKES PLACED IN THE APPROPRIATE LOCATIONS WITHIN THE AREAS INDICATED ON DRAWINGS. IF CONTRACTOR IS USING A MAGNETIC GUIDANCE SYSTEM, DRILL PATH WILL BE SURVEYED FOR ANY SURFACE GEO- MAGNETIC VARIATIONS OR ANOMALIES. 8. CONTRACTOR SHALL PLACE SILT FENCE BETWEEN ALL DRILLING OPERATIONS AND ANY DRAINAGE, WETLAND, WATERWAY OR OTHER AREA DESIGNATED FOR SUCH PROTECTION BY CONTRACT DOCUMENTS, STATE, FEDERAL AND LOCAL REGULATIONS. ADDITIONAL ENVIRONMENTAL PROTECTION NECESSARY TO CONTAIN ANY HYDRAULIC OR DRILLING FLUID SPILLS SHALL BE PUT IN PLACE, INCLUDING BERMS, LINERS, TURBIDITY CURTAINS AND OTHER MEASURES. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE ENVIRONMENTAL REGULATIONS. FUEL OR OIL MAY NOT BE STORED IN BULK CONTAINERS WITHIN TWO HUNDRED (200) FEET OF ANY WATER -BODY OR WETLAND. 9. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY REGULATIONS AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SAFETY MEETINGS SHALL BE CONDUCTED AT LEAST WEEKLY WITH A WRITTEN RECORD OF ATTENDANCE AND TOPIC SUBMITTED TO ENGINEER. 10. PIPE SHALL BE WELDED /FUSED TOGETHER IN ONE LENGTH, IF SPACE PERMITS. PIPE WILL BE PLACED ON PIPE ROLLERS BEFORE PULLING INTO BORE HOLE WITH ROLLERS SPACED CLOSE ENOUGH TO PREVENT EXCESSIVE SAGGING OF PIPE. 11. PILOT HOLE SHALL BE DRILLED ON BORE PATH WITH NO DEVIATIONS GREATER THAN FIVE PERCENT OF DEPTH OVER A LENGTH OF ONE HUNDRED (100) FEET. IN THE EVENT THAT PILOT DOES DEVIATE FROM BORE PATH MORE THAN FIVE PERCENT OF DEPTH IN ONE HUNDRED (100) FEET, CONTRACTOR SHALL NOTIFY ENGINEER AND ENGINEER MAY REQUIRE CONTRACTOR TO PULL -BACK AND RE -DRILL FROM THE LOCATION ALONG BORE PATH BEFORE THE DEVIATION. 12. IN THE EVENT THAT A DRILLING FLUID FRACTURE, INADVERTENT RETURNS OR RETURNS LOSS OCCURS DURING PILOT HOLE DRILLING OPERATIONS, CONTRACTOR SHALL CEASE OPERATIONS AND SHALL DISCUSS CORRECTIVE OPTIONS WITH THE ENGINEER, WORK SHALL THEN PROCEED ACCORDINGLY. 13. UPON APPROVAL OF THE PILOT HOLE LOCATION BY THE ENGINEER, THE HOLE ENLARGENING OR BACK REAMING PHASE OF THE INSTALLATION SHALL BEGIN. THE BOREHOLE DIAMETER SHALL BE INCREASED TO ACCOMMODATE THE PULL -BACK OPERATION OF THE REQUIRED SIZE OF PE PIPE. THE TYPE OF BACK REAMER TO BE UTILIZED IN THIS PHASE SHALL BE DETERMINED BY THE TYPES OF SUBSURFACE SOIL CONDITIONS THAT HAVE BEEN ENCOUNTERED DURING THE PILOT HOLE DRILLING OPERATION. THE REAMER TYPE SHALL BE AT THE CONTRACTOR'S DISCRETION WITH THE FINAL HOLE DIAMETER BEING A MAXIMUM OF TWENTY (20) PERCENT LARGER THAN THE OUTSIDE DIAMETER OF THE PRODUCT PIPE BEING INSTALLED IN THE BOREHOLE. 14. THE OPEN BOREHOLE MAY BE STABILIZED BY MEANS OF BENTONITE DRILLING SLURRY PUMPED THROUGH THE INSIDE DIAMETER OF THE DRILL PIPE AND THROUGH OPENINGS IN THE REAMER. THE SLURRY WILL ALSO SERVE AS AN AGENT TO CARRY THE LOOSE CUTTINGS TO THE SURFACE THROUGH THE ANNULUS OF THE BOREHOLE. THESE CUTTINGS AND BENTONITE SLURRY ARE TO BE CONTAINED AT THE EXIT HOLE OR ENTRY SIDE OF THE DIRECTIONAL BORE IN PITS OR HOLDING TANKS. THE SLURRY MAY BE RECYCLED AT THIS TIME FOR REUSE IN THE HOLE OPENING OPERATION OR IT SHALL BE HAULED BY THE CONTRACTOR TO AN APPROVED DUMP SITE AND PROPERLY DISPOSED. A COMPLETE LIST OF ALL DRILLING FLUID ADDITIVES AND MIXTURES TO BE USED IN THE DIRECTIONAL OPERATION WILL BE SUBMITTED TO THE ENGINEER ALONG WITH THEIR RESPECTIVE MATERIAL SAFETY DATA SHEETS. 15. IN THE EVENT THAT PIPE BECOMES STUCK, CONTRACTOR SHALL NOTIFY ENGINEER. ENGINEER, OWNER, AND /OR THE MAINTAINING AGENCY SHALL DISCUSS OPTIONS AND THEN WORK WILL PROCEED ACCORDINGLY. 16. THE MAXIMUM PULL (AXIAL TENSION FORCE) EXERTED ON THE PIPELINE SHALL BE MEASURED CONTINUOUSLY AND LIMITED TO THE MAXIMUM ALLOWED BY THE PIPE MANUFACTURER WITH AN APPROPRIATE FACTOR OF SAFETY (z 2.0) SO THAT THE PIPE OR JOINTS ARE NOT OVERSTRESSED. 17. THE CONTRACTOR SHALL CEASE PULL -BACK OPERATIONS IF THE PIPE IS DAMAGED AND SHALL REMOVE THE PRODUCT PIPE FROM THE BORE AND REPAIR THE PIPE USING THE MANUFACTURER'S RECOMMENDED PROCEDURE OR REPLACE THE DAMAGED PIPE BEFORE RESUMING INSTALLATION. 18. DAMAGE TO THE PRODUCT PIPE RESULTING FROM MANUFACTURER DEFECTS, INSTALLATION, CONTACT GROUTING, OR GROUTING OF THE ANNULUS IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING COSTS FOR REPLACEMENT AND LABOR AND MATERIALS. 19. EXCESS PIPE SHALL BE REMOVED AND THE BORE HOLE ASSOCIATED WITH THIS EXCESS PIPE SHALL BE FILLED WITH FLOWABLE FILL OR GROUT, UNLESS THE AREA OF THE EXCESS PIPE IS EXCAVATED AND BACKFILLED AS PART OF THE TIE -IN OPERATIONS. 20. TO CONFIRM NO DAMAGE TO THE PIPE, UPON COMPLETION OF PULL -BACK AND GROUTING, THE CONTRACTOR SHALL PERFORM THE FOLLOWING TEST ON THE COMPLETED PIPELINE: A SPHERE OR PIG, ONE INCH LESS IN DIAMETER THAN THE INTERNAL DIAMETER OF THE PRODUCT PIPE, WHICH IS CAPABLE OF ALLOWING WATER TO PASS THROUGH IT, COMPLETE WITH A PULLING CABLE ON EITHER SIDE OF SPHERE OR PIG, SHALL BE PULLED THROUGH THE ENTIRE LENGTH OF THE PIPELINE. IF THE PIG OR SPHERE CANNOT PASS THROUGH THE PIPE, IT SHALL BE CONSIDERED COLLAPSED AND DAMAGED. 21. AFTER THE PRODUCT PIPE IS COMPLETELY PULLED THROUGH THE BOREHOLE, A SUFFICIENT RELAXATION PERIOD, IF RECOMMENDED BY THE PIPE MANUFACTURER, SHALL BE PROVIDED BEFORE THE FINAL PIPE TIE -IN. 22. THE CONTRACTOR SHALL CONDUCT A FINAL HYDROSTATIC TEST OF THE INSTALLED PIPE. CONTRACTOR SHALL TEST PIPE TO A PRESSURE OF 150 PSI FOR TWO HOURS. THE CONTRACTOR WILL REPAIR ANY DEFECTS DISCOVERED DURING THIS TEST, AND REPEAT UNTIL THE PIPE PASSES THE TEST. 23. FOLLOWING DRILLING OPERATIONS, CONTRACTOR WILL DEMOBILIZE EQUIPMENT AND RESTORE THE WORK -SITE TO ORIGINAL CONDITION. ANY NOTICEABLE SURFACE DEFECTS DUE TO THE DRILLING OPERATION SHALL BE REPAIRED BY CONTRACTOR. 24. CONTRACTOR SHALL MAINTAIN A DAILY PROJECT LOG OF DRILLING OPERATIONS AND A GUIDANCE SYSTEM LOG WITH A COPY GIVEN TO ENGINEER AT COMPLETION OF BORING. AS -BUILT DRAWINGS SHALL BE CERTIFIED AS TO ACCURACY BY CONTRACTOR. EXISTING UTILITIES SUCH AS PROGRESS ENERGY UNDERGROUND POWER CABLES, CLEARWATER GAS SYSTEM GAS MAIN, VERIZON COMMUNICATION CABLES, CITY OF CLEARWATER WATER MAIN AND RECLAIMED WATER MAIN AND ARE BELIEVED TO BE WITHIN THE U UTILITY EASEMENT AND NEAR THE DIRECTIONAL DRILL ALIGNMENT. THERE IS NO GUARANTEE THAT THESE UTILITIES ARE LOCATED AS SHOWN OR THAT OTHER UTILITIES MAY NOT BE PRESENT. THE CONTRACTOR IS TO FIELD LOCATE EXISTING UTILITIES IN ADVANCE OF THE WORK SO AS NOT TO DELAY WORK AND AVOID CONFLICT OR DISRUPTION OF UTILITY SERVICES. ," . CONTRACTOR TO USE DIRECTIONAL DRILLING TO INSTALL 965 LF - 2" HDPE DR 11 (HEAVY DUTY) SANITARY FORCE MAIN TO EXISTING SANITARY SEWER MANHOLE LOCATED AT MAIN ACCESS GATE. INVERT ELEVATION AT EXISTING SANITARY SEWER MANHOLE = -0.50 FT. >Y' 3.i METALLIC LOCATING WIRE \ \\ // FINISHED GRADE 1 " MAX. HDPE FORCE MAIN METALLIC LOCATING WIRE PROPOSED FORCE MAIN TRACER WIRE WILL BE ATTACHED TO THE LEADING END OF THE PIPE PULLING HEAD AND SHALL EXTEND EXTEND THE FULL LENGTH OF THE INSTALLED PIPE. NOTES: 1. PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND AIR RELEASE VALVE AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION, J. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PIPE LOCATING WIRE DETAIL NTS N 12" `FTC F9 WIRE MESH (6 GAUGE " X ' 4 t W 1- S GRAPHIC SCALE 119=20' I I 1 I * 40 20 10 0 20 COVER CONCRETE APPRON 24" TOP OF CONIC APPRON TO BE FLUSH WITH PAVEMENT FDOT CLASS 2" CONIC APPRON 6"1 � GRADE EL U U) w W z O U, J_ PROPOSED o y Z (D W ? . `' `; ,% roaaoiiiiiiioaiioiaiaiaiiiraii %r O� PROPOSED '. i •i z X;, - 's % %;' "'i �ooiiiioiiiiaiiaoaiiaoaiiriai SECTION A -A Q _❑ Q C? °p V) CONTRACTOR TO USE DIRECTIONAL DRILLING TO INSTALL 965 LF - 2" HDPE DR 11 (HEAVY DUTY) SANITARY FORCE MAIN TO EXISTING SANITARY SEWER MANHOLE LOCATED AT MAIN ACCESS GATE. INVERT ELEVATION AT EXISTING SANITARY SEWER MANHOLE = -0.50 FT. >Y' 3.i METALLIC LOCATING WIRE \ \\ // FINISHED GRADE 1 " MAX. HDPE FORCE MAIN METALLIC LOCATING WIRE PROPOSED FORCE MAIN TRACER WIRE WILL BE ATTACHED TO THE LEADING END OF THE PIPE PULLING HEAD AND SHALL EXTEND EXTEND THE FULL LENGTH OF THE INSTALLED PIPE. NOTES: 1. PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND AIR RELEASE VALVE AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION, J. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PIPE LOCATING WIRE DETAIL NTS N 12" `FTC F9 WIRE MESH (6 GAUGE " X ' 4 t W 1- S GRAPHIC SCALE 119=20' I I 1 I * 40 20 10 0 20 COVER CONCRETE APPRON 24" TOP OF CONIC APPRON TO BE FLUSH WITH PAVEMENT FDOT CLASS 2" CONIC APPRON 6"1 � GRADE EL U U) w W z O U, J_ PROPOSED o y Z (D W ? . `' `; ,% roaaoiiiiiiioaiioiaiaiaiiiraii MAIN O� PROPOSED WM z X;, - 's % %;' "'i �ooiiiioiiiiaiiaoaiiaoaiiriai SECTION A -A Q _❑ Q C? °p V) SANITARY SEWER Q W 00 ao �, C9 0 _ I Q 0 o m m m m o z W iLi F- m p Z Z DO m � m o O LIJ O � U) v5 w 0 `rd 0 w = U CL a Q t• X a N CAST IRON SCREW TYPE VALVE BOX -N _ 1 , , 0 \' VALVE EXTENSION STEM W Q INSTALLED WITHIN 2' OF r 1 O PLUG VALVE GRADE (,�/ -- FORCE MAIN PROPOSED o y Z (D W ? . `' `; ,% roaaoiiiiiiioaiioiaiaiaiiiraii MAIN O� PROPOSED WM z X;, - 's % %;' "'i �ooiiiioiiiiaiiaoaiiaoaiiriai SECTION A -A Q _❑ Q � PROPOSED V) SANITARY SEWER Q W 00 PROPOSED STORM ct < U'' _ I Q VALVE BOX DETAIL W LLI NTS Z o Q0 Q co 0 VERTICAL DATUM (N.A.V.D.) 1988 W J `, f.._ _ `;I. Q uj N� w z w � J r U O 0 U � f~ Z W Q J z _ c) W z 04 04 ~ W LID ``_nn z M X V LEGEND r m co Z z z ~ w w W = Q 4b HOURS BEFORE YOU DIG "CALL SUNSHINE" 1 -800- 432 -4770 PROPOSED o PROPERTY LINE EXISTING WATER ? . `' `; ,% roaaoiiiiiiioaiioiaiaiaiiiraii MAIN PROPOSED WM WATER MAIN X;, - 's % %;' "'i �ooiiiioiiiiaiiaoaiiaoaiiriai EXISTING SANITARY SEWER LINE � PROPOSED SAN SANITARY SEWER Q LINE PROPOSED STORM U'' SEWER LINE 4b HOURS BEFORE YOU DIG "CALL SUNSHINE" 1 -800- 432 -4770 ,.�•;rT,3;X,L3.,:7 „ ©COPYRIGHT2009 THIS DRAWING IS THE PROPcRTY QF l,GH,PQ1 T! E, 1 5RING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS PRAVVI.NGBE c, tCDU ED, pU�iL1Q D, ALTERED OR USED IN ANYWAY WITHOUT WRjTfE'fN,AL)_Fi,igRIZA 10 F. YM HIGF)P T ENGINEERING, INC. 58626 �.� 1BRAULIO GRAJALES ,.”' C 5C FL Registration No. FrRfp'sspipaj•Eg0ieer ' . �" `'- Sign Date � } 4 COPY OF THIS PLAN IS C!()T V(tlp UNL=ESS Si NED, SEALED AND DATED BY THE PR'*F3SIU11JA� %ENGINEER o U W,.- •uv gyi 5 5%a a o Lu � p 1, Q W Now U'' x U C Z co 0 VERTICAL DATUM (N.A.V.D.) 1988 W W N� a Z U cu 2f W ,.�•;rT,3;X,L3.,:7 „ ©COPYRIGHT2009 THIS DRAWING IS THE PROPcRTY QF l,GH,PQ1 T! E, 1 5RING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS PRAVVI.NGBE c, tCDU ED, pU�iL1Q D, ALTERED OR USED IN ANYWAY WITHOUT WRjTfE'fN,AL)_Fi,igRIZA 10 F. YM HIGF)P T ENGINEERING, INC. 58626 �.� 1BRAULIO GRAJALES ,.”' C 5C FL Registration No. FrRfp'sspipaj•Eg0ieer ' . �" `'- Sign Date � } 4 COPY OF THIS PLAN IS C!()T V(tlp UNL=ESS Si NED, SEALED AND DATED BY THE PR'*F3SIU11JA� %ENGINEER W,.- •uv gyi 5 5%a ALL EXISTING AND PROPOSED � ' e,° m ELEVATIONS ARE REFERENCED z — FROM NORTH AMERICAN"; C z co 0 VERTICAL DATUM (N.A.V.D.) 1988 N� a U cu CD a) coo U Q J ,.�•;rT,3;X,L3.,:7 „ ©COPYRIGHT2009 THIS DRAWING IS THE PROPcRTY QF l,GH,PQ1 T! E, 1 5RING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS PRAVVI.NGBE c, tCDU ED, pU�iL1Q D, ALTERED OR USED IN ANYWAY WITHOUT WRjTfE'fN,AL)_Fi,igRIZA 10 F. YM HIGF)P T ENGINEERING, INC. 58626 �.� 1BRAULIO GRAJALES ,.”' C 5C FL Registration No. FrRfp'sspipaj•Eg0ieer ' . �" `'- Sign Date � } 4 COPY OF THIS PLAN IS C!()T V(tlp UNL=ESS Si NED, SEALED AND DATED BY THE PR'*F3SIU11JA� %ENGINEER & CONTROL S INC . C US I OM PUMP 8c CONTROLS, INC. ::,: CUSTOM PUMP 0 PACKAGED FIBERGLASS PUMP LIFT' STATIONS PACKAGED FIBERGLASS VALVE BOXES co W STANDARD CON'T'ROL PANELS JAX (800) 940 -3758 TAMPA (800) 940 -3309 24" z O U) w FURNISH AND INSTALL A COMPLETE PRE - PACKAGE CUSTOM PUMP & CONTROL PUMP STATION AS DESCRIBED BELOW ALARM BEACON ❑ F O 7- m SPECIFICATIONS a z 1 DESIGN CONDITI ❑NS U.S, FOUNDRY APS -150 ALUMINUM VALVE BOX COVER NORM rn 0 MODEL WHR7 -21 H.P. .3/4 U.S. FOUNDRY W/ 24' x 34' ACCESS DOOR 0 00 BPS -48 ALUMINUM o 0 o m m m m VOLT 230 PHASE SINGLE DOOR 00 ACCESS I iLi m m } m DISCHARGE 2 IMPELLER RECESSED CON PUMP NO, 1 PUMP NO. 2 v o o z w 0 M w GPM 25 TDH 25 LOCKABLE "DEP" CONTROL PANEL ALARM 0O cA w a AND GENERATOR RECEPTICLE TO 24„ HORN U Q BE MOUNTED ON WALL. SUPPLIER ". CONTROL PANEL SHALL INSTALL 965 LF T 2" HOPE DR 11 (HEAVY DUTY) INCLUDE A BATTERY BACK UP FORCE MAIN TO EXISTING SANITARY SEWER ALARM SYSTEM MANHOLE LOCATED AT MAIN ACCESS GATE. INVERT ELEVATION AT EXISTING SANITARY SEWER MANHOLE = -0.50 FT. CONTRACTOR TO VERIFY WITH CITY OF CLEARWATER UTILITIES DEPARTMENT EXACT SIZE AND LOCATION OF SANITARY SEWER PUMP SERVICE DISCONNECT MANHOLE PRIOR TO START OF CONSTRUCTION. THE PUMP SHALL BE SUBMERSIBLE TYPE MOTOR, CONTROL PANEL THE PUMP SHALL BE SUSPENDED IN THE BASIN BY TWO (2) 1' GUIDE RAILS AND QUICK DISCONNECT LIFT OUT MOUNTING 230V / 1PH / 60HZ ASSEMBLY. U.S. FOUNDRY MOTOR BPS -48 ALUMINUM HATCH COVER THE PUMP MOTOR SHALL BE OF THE SUBMERSIBLE TYPE RATED FOR 3/4 HORSEPOWER AT 1750 RPM. MOTOR W/ 24' x 36' ACCESS SHALL BE SINGLE PHASE, 230 VOLT, 60 HERTZ. SINGLE PHASE MOTORS SHALL BE OF THE CAPACITOR START TYPE. STAINLESS STEEL DOOR FOUNDRY CABLE RACK ALUMINUM DVALVE BOX COVER THE STATOR WINDING SHALL BE THE OPEN TYPE WITH CLASS A INSULATION RATED FOR 105' C MAXIMUM 4' PVC VENT STAINLESS STEEL W/ 24' x 34' ACCESS DOOR OPERATING TEMPERATURE. THE WINDING HOUSING WILL BE FILLED WITH CLEAN DIELECTRIC ❑IL THAT WILL (INSTALL ODOR UPPER GUIDE LUBRICATE BEARINGS, SEALS AND TRANSFER HEAT FROM THE WINDINGS TO THE OUTER SHELL, THE MOTOR CONTROL DEVICE) BRACKETS STATOR IS TO BE PRESSED INTO THE MOTOR HOUSING FOR OPTIMUM CONCENTRICITY AND ALIGNMENT, AND TOP ELEV. _ +6,50 FT MAXIMUM HEAT TRANSFER, THE MOTOR SHALL BE CAPABLE OF OPERATING OVER FULL RANGE OF PERFORMANCE CURVE WITHOUT OVERLOADING MOTOR AND CAUSING ANY ❑BJECTIONAL NOISE OR VIBRATION. THE MOTOR SHALL HAVE TWO BEARINGS TO SUPPORT THE ROrORI AN UPPER BALL BEARING TO r 36" NEMA RATED OUTDOOR ENCLOSURE WITH MATERIAL COMPOSITION AS SPECIFIED BELOW ACCOMMODATE THRUST LOADS AND A LOWER BALL BEARING TO TAKE RADIAL LOADS, BALL BEARINGS SHALL 12' STAINLESS STEE EMERGENCY PUMP -OUT LIFT CABLES CPC MODEL 32 BE DESIGNED FOR A LB -10 LIFE (50,000 HOURS). 24" RESILIENT MOUNT FRONT VI SEALING SYSTEM 2' SCHEDULE 80 PVC A HEAT SENSOR THERMOSTAT AND OVERLOAD SHALL BE ATTACHED TO THE TOP END OF THE MOTOR GATE/ BALL VALVE 36" WINDINGS AND SHALL STOP THE MOTOR IF THE M ❑TOR WINDING TEMPERATURE REACHES 200' F. THE HIGH CP MODEL VB3242 TEMPERATURE SHUTOFF WILL CAUSE THE PUMP TO CEASE OPERATION, SHOULD A CONTROL FAILURE CAUSE THE PUMP TO RUN IN A DRY WET WELL. THE THERMOSTAT SHALL RESET AUTOMATICALLY WHEN THE MOTOR FIBERGLASS VALVE BOX x NOTE CONTRACTOR TO FIELD VERIFY PHASE AND VOLTAGE TWO < 2' COOLS TO A SAFE OPERATING TEMPERATURE CONDUIT TS SEAL CHAMBER TWO (2) 2' THE MOTOR SHALL BE PROTECTED BY ROTARY SHAFT SEAL, CONDUIT HUBS c, THE SEAL SHALL HAVE CARBON / CERAMIC / SILICON SEAL FACES DIAMOND LAPPED TO A TOLERANCE OF ONE LIGHT BAND. METAL PARTS AND SPRINGS FOR SEALS SHALL BE a CONTROL PANE L STAINLESS STEEL. AN ELECTRICAL SENSING PROBE SHALL BE MOUNTED IN THE SEAL CHAMBER TO DETECT 2" SCHEDULE 80 PVC ANY WATER LEAKAGE PAST THE LOWER SEAL. INV. ELEV. _ +3.00 FT 2" PVC P -TRAP GATE/ BALL VALVE PUMP IMPELLER (HUBS ON BASIN &VALVE BOX 2 SCHEDULE 80 PVC P -TRAP FIELD UNION TYPE BALL CHECK VALVE THE PUMP IMPELLER SHALL BE OF THE RECESSED TYPE TO PROVIDE AN OPEN UNOBSTRUCTED PASSAGE THROUGH THE VOLUTE FOR THE GROUND SOLIDS, THE IMPELLER SHALL BE CONSTRUCTED OF CAST IRON MOUNTED &SUPPLIED BY AND SHALL HAVE PUMP OUT VANES ON THE BACK SIDE OF 'THE IMPELLER TO KEEP SOLIDS FROM LOWER SEAL CONTRACTOR) CONCRETE FILLET (IF REQUIRED) SPECIFICATIONS E O R DUPLEX TYPE CONTROL PANEL AND REDUCE PRESSURE AT THE SEAL FACES, IMPELLER SHALL BE THREADED ONTO THE STAINLESS STEEL SLOPING TO P -TRAP INV. ELEV. -0.50 FT W SHAFT. FIELD INSTALLED BY CONTRACTOR r , Q PUMPS, � PUMP & MOTOR CASTINGS 138' v EACH PANEL SHALL CONTROL TW❑ 3/4 HP 230 V ❑LT 1 PHASE 60 Hz 2' SCHEDULE PROVIDE 12" MIN. OF ALL IRON CASTING SHALL BE OF HIGH T ENSILE CAST IRON AND SHALL BE PROPERLY CLEANED, PRE - TREATED 80 PVC PIPING COMPACTED SUBGRADE 95% CONTROL POWER. WITH CHROMIC RINSE, AND PAINTED WITH Fl HIGH QUALITY ENAMEL PAINT, ALL PUMP COMPONENTS THAT ARE HIGH WATER ALARM ELEV,= -1,00 FT OF AASHTO T -180 A NEUTRAL SHALL BE SUPPLIED TO THE PANEL FOR 120 VOLT F-- NOT CAST IRON OR STAINLESS STEEL SHALL BE GALVANIZED OR PAINTED WITH BAKED -ON EPDXY, ALL rn FASTENERS SHALL BE 11302 STAINLESS STEEL, PUMPS MUST BE MOUNTED PANEL ENCLOSURE V ONTO A SLIDE RAIL SYSTEM J W O M WET WELL TO. PREVENT ENTRY INTO WET LAG PUMP ON ELEV.= -1,50 FT ENCLOSURE SHALL BE NEMA 4X FABRICATED FROM FIBERGLASS, SHALL BE A FILAMENT WOUND FIBERGLASS BASIN USING A COMMERCIAL GRADE OF GLASS FIBER HAVING A WELL "CONFINED" SPACE AS PROVIDE A SUITABLE BOND BETWEEN THE GLASS REINFORCEMENT AND THE DEFINED BY OSHA OUTER DOOR SHALL HAVE HINGES AND MEANS FORPADLOCKING, COUPLING AGENT WHICH WILL OV Q RESIN, THE LAMINATE SHALL CONSIST OF AN INNER SURFACE, AN INTERIOR LAYER, AND AN EXTERIOR LAYER G DE RA STAINLESS OF LAMINATE BODY, THE INNER SURFACE SHALL BE FREE OF CRACKS AND CRAZING WITH A SMOOTH FINISH, GUIDE RAILS ALL BOLTS, NUTS, LUCK WASHERS, AND MACHINE SCREWS SHALL BE STAINLESS STEEL. SOME WAVINESS IS PERMISSIBLE AS LONG AS THE SURFACE IS SMOOTH AND FREE OF PITS, BETWEEN 0.010 LEAD PUMP ON ELEV.= -2,00 FT NOTES: Uj r n J -RICH SURFACE SHALL BE PROVIDED. THE BASIN SHALL BE PROVIDED WITH AN THE FOLLOWING MAJOR COMPONENTS ARE REQUIRED V AND 0,020 INCHES OF RESIN -- FIBERGLASS 1. ALL UNDERGROUND (BURIED) FITTINGS TO BE MECHANICAL JOINT TYPE WITH ANTI - FLOATATION RING TO PREVENT RISING, BASIN RESTRAINED JOINTS. RESTRAINING DEVICES SHALL BE MEGLUG OR APPROVED EQUAL. Q W O O LL VALVE BOX ll MAIN BREAKER PUMPS OFF ELEV.= -3,00 FT 2. ALL FITTINGS WITHIN WET WELL AND VALVE VAULT TO BE FLANGE END. PIPE 3) PUMP BREAKERS Z SHALL BE CPC MODEL VB3242 FIBERGLASS VALVE BOX WITH U,S. FOUNDRY APS -150 ALUMINUM VALVE BOX SPOOL PIECES TO HAVE FABRICATED FLANGE ENDS. (NO FLANGE ADAPTER 4) CONTROL CIRCUIT BREAKER C N SRA -200 5) ALTERNATOR � Il COVER. VALVE BOX SHALL BE PRE - PLUMBED USING ALL SCHEDULE 80 PVC PIPING AND FITTINGS, AND SHALL LIFT -OUT FITTINGS PERMITTED UNLESS SPECIFICALLY CALLED FOR). 6) HIGH LEVEL FLASHING ALARM LIGHT INCLUDE TWO (2), 2- SCHEDULE 80 PVC BALL CHECK VALVES, AND THREE (3), 2' SCHEDULE 80 PVC RAIL SYSTEM 7) HIGH LEVEL HORN ALARM WITH SILENCE - WHEN SILENCE LIGFIT STAYS ❑N W GATE VALVES, (ONE (ll 2' GATE VALVE IS SUPPLIED AS AN EMERGENCY PUMP -OUT), PVC PIPING IN 3. ALL PVC PIPE AND FITTINGS TO BE SCHEDULE 80 UNLESS NOTED OTHERWISE. w Q VALVE BOX, AND WET WELL SHALL BE CONNECTED AND HELD IN PLACE BY CPC MODEL 32 RESILIENT MOUNT Concrete Fillet with L1 Ratio B) NEMA RATED MOTOR STARTERS WITH OVERLOAD PROTECTION FOR FlON POWER LEGS < SEALING SYSTEM W COMPENSATE FOR POSSIBLE UNEVEN SETTLING OF BASIN OR VALVE BOX. SYSTEM SHALL Co Required) 4. 'THE PROPOSED FORCE MAIN IN THE RIGHT -OF -WAY SHALL HAVE A MAGNETIC 9) CAPACITORS AND START- RELFlYS AS APPROVED FOR MYERS PUMPS UN SINGLE PHASE SYSTEMS. :� ENT, SEWAGE PUMP Fleld Installed by Contra tar LOCATING WIRE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS. BE PRESSURE TESTED AT 150 P,S,I, PRIOR TO SHIPM MODEL WHR7 21 ZZ ANTI - FLOATATION RING 5 FORCE MAINS ALUMINUM HATCH COVERS ° 50 PSI FORTWO HOURS. LALLOWABLE RATE OF LEAKAGE ASHALL F MEET FLORIDA w ❑ WITHSTAND A LOAD ❑F 150 LB, ° DEPARTMENT OF ENVIRONMENTAL PROTECTION AND CITY OF CLEARWATER SHALL BE FABRICATED FROM 1/4' ALUMINUM DIAMOND PLATE AND BUILT T ^.' P.S.F. AND SHALL BE MANUFACTURED BY U.S, FOUNDRY, HALLIDAY, OR EQUAL, BOTTOM ELEV= -5.00 FT " ° STANDARDS. TYPICAL SEQUENCE OF OPERATION; w ° CONCRETE BALLAST Z C� STAINLESS STEEL BOLTS, NUTS AND HINGES - LOCKING STAPLE. u1 w V r J WET WELL DEPTH = 11.50 FT ON RISE LEVELi r , z � O r" V 48• CONCRETE = 3.62 CY (14,663 LB) LOWEST FLOAT WILL CLOSE CIRCUIT TO RELAY. LEAD PUMP ON FLOAT CLOSES TO BRING LEAD PUMP ON. 0 FLOATS IF LEAD DOES NOT RECEDE AND CONTINUES TO RISE, THE LAG FLOAT WILL CLOSE AND BRING ON THE LAG U 54' PUMP. FURTHER RISING OF LEVEL IN WETWELL WILL CLOSE 4TH FLOAT (HIGH LEVEL) AND ACTIVATE THE SHALL BE ANCHOR SCIENTIFIC S30NO ROTO- FLOATS OR EQUAL, HIGH LEVEL ALARM LIGHT AND HORNS, (D ACCESSORIES o ON FALLING LEVELS (D l` � z -- STAINLESS STEEL UPPER GUIDE BRACKETS -- STAINLESS STEEL GUIDE RAILS WET WELL TO BE INSTALLED 12-INCHES MINIMUM OF ALL PUMPS WILL DE- ENERGIZE AT THE OPENING OF THE LOWEST (OFF) FLOAT N� _ f, <`) M -- STAINLESS STEEL CABLE RACK ON 12 -IN LL 'R�s ~ ~ w Lij -- STAINLESS STEEL LIFT CABLES # 57 COARSE AGGREGATE CONTROL CIRCUITRY WILL BE SUCH THAT N❑ FLOAT WILL DEPEND ON ANOTHER FLOAT FOR ITS CONTROL POW w �-. CONTROL PANEL SCHEMATICS, IN PLASTIC LAMINATE, IS TO BE AFFIXED TO THE INSIDE OF THE OUTER DOOR, W z ANTI- 11N z m �� CONCRETE IS RECOMMENDED TO PREVENT FLOATATION OF THE FIBERGLASS BASIN. THE FOLLOWING LISTS THE CUBIC FEET REQUIRED PER FOOT OF BASIN DEPTH. BASIN DIAMETER CUBIC FEET OF CONCRETE REQUIRED PER FOOT OF BASIN DEPTH 24' 2,0 30' 3.5 36' 5.0 48' 8.5 60' 12,0 WET WELL EQUIPMENT MANUFACTURER CATALOG NUMBER IMPELLER NUMBER G.P.M. T.D.H. MYERS WHR7 -21 (3/4 HP, 1,750 RPM) RECESSED 25 25 FT LU x� _� ro w U E U PUMP PERFORMANCE CURVE � z_ 40 (L! w w 36 0 For Complete Technical Assistance Call: 32 ° w eM, J � .P; WHR7- 1 i��f� Custom Pump & Controls, Inc. 28 6034 Jet Port Industrial Blvd. 24 �?,1 a z Tama FL 33634 p ��Z 20 LL Q w a TEL: (813) 886 -6255 _moo 16 FAX: (813) 886 -3508 '0-T CD Q 12 8 4 0 0 20 40 60 80 100 120 140 160 180 200 TOLERANCES ALL WIRING SHALL BE NUMBERED, IN THE EVENT THE PUMPS BEING FURNISHED REQUIRE SEAL FAILURE COMPONENTS AND INDICATION TO VALIDATE WARRANTY, THESE COMPONENTS SHALL BE FURNISHED AS REQUIRED, ALL COMPONENT LABELS SHALL BE OF THE LAZER PRINTED MYLAR PLASTIC LABELS, A 24 HOUR EMERGENCY TELEPHONE CONTACT SHALL BE DISPLAYED BY THE OWNER, — m N ILL t� � �- w z Z J c w O U (ti F - z (EXCEPT AS NOTED) JACKS ❑NVILLE - TAMPA, FLORIDA N❑ \ / o = BY LU x� _� ro w U E U PUMP PERFORMANCE CURVE � z_ 40 (L! w w 36 0 For Complete Technical Assistance Call: 32 ° w eM, J � .P; WHR7- 1 i��f� Custom Pump & Controls, Inc. 28 6034 Jet Port Industrial Blvd. 24 �?,1 a z Tama FL 33634 p ��Z 20 LL Q w a TEL: (813) 886 -6255 _moo 16 FAX: (813) 886 -3508 '0-T CD Q 12 8 4 0 0 20 40 60 80 100 120 140 160 180 200 TOLERANCES REVISIONS CUSTOM PUMP & CONTROLS INC (EXCEPT AS NOTED) JACKS ❑NVILLE - TAMPA, FLORIDA N❑ DATE BY DECIMAL 1 - PUMP - FIBERGLASS LIFT STATI ❑N 2 FRACTIONAL DRAWN BY CADLInes SCALE N.T.S. MATERIAL 3 - 4 CHK'D DATE 3 -25 -93 DRAWING NO, ANGULAR C9315 MODIFIED TRACED REVISED 06 -14 -01 + 5 co U J SHEET; J J N GRAPHIC SCALE 20 0 10 20 40 1" = 20' TREE INVENTORY NOTES TREE CANOPY /ROOT ZONE TREE DBH 8 TREE SYMBOL TREE BOTANICAL ABBR. QV FREE INVENTORY 43 RATING TREE INVENTORY NUMBER Tree I nventory Legend Tree Inventory by: BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727- 521 -1684, FAX: 727 -527 -7422, E- MAIL:BDG1@TAMPABAY.RR.COM DRAWN BY: RON BELKO ISA CERTIFICATION # FL -5802A DESIGNED /CHECKED BY: CHUCK BUTLER ISA CERTIFICATION # FL -1235A Z 0 a U U) w U) Z O W w m 0 Z J_ ab'Q� '00�a�\Ga CG0011 L Li u5trum japonicum Japanese Privet g Sabal palmetto Cabbage Palmetto L Rm Ravenala m301aga5carier1515 Travler5 Tree `rb Cocos nucifera Coconut Palm O - Phoenix roebelenii Pycgmy Date Palm ( Am Adonidia Merrillil Chri5tma5 Palm Z Vm Veitchia rnoritgorrieryana Montgomery Palm >' Dd Dyp515 decaryi Triangle Palm O Prc phoenix reclinata Senegal Date Palm M Cu Coccoloba uvifera Sea Grape 0, Ch Chamaerop5 humili5 European Fan Palm U Lc Liv15tona chinen515 Chinese Fan Palm Wb Wodyetia bifurcata Foxtail Palm m Iv Ilex vomitoria pendula Weeping Youpon Holly Tree Inventory by: BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727- 521 -1684, FAX: 727 -527 -7422, E- MAIL:BDG1@TAMPABAY.RR.COM DRAWN BY: RON BELKO ISA CERTIFICATION # FL -5802A DESIGNED /CHECKED BY: CHUCK BUTLER ISA CERTIFICATION # FL -1235A Z 0 a U U) w U) Z O W w m 0 Z J_ W ,6w msµ.; (D rn 4 n L o ~~ Z_ c0 W 0 �° x O - Q° O <0 Z W 0o ch (J Tree Inventory by: BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727- 521 -1684, FAX: 727 -527 -7422, E- MAIL:BDG1@TAMPABAY.RR.COM DRAWN BY: RON BELKO ISA CERTIFICATION # FL -5802A DESIGNED /CHECKED BY: CHUCK BUTLER ISA CERTIFICATION # FL -1235A Z 0 a U U) w U) Z O W w m 0 Z J_ W Q U° (D rn L o ~~ Z_ c0 W O c2 O - Q° O <0 Z W 0o ch (J 0 CD C7 O O m m M m 06 JL: n/ w L.L -I o n � <t J U fl- LLJ m m Z O 1— Q 0 m C) LU Z o Z 'S Y O U U 0 IL LO C=) Z W Q U° 0- Z ~~ Z_ c0 W O co O - Q° F- <0 Z W of W � Q LL z �q) 2w I-- W W 06 JL: n/ w L.L -I o n � <t J U fl- 0 (D Z Z ~� M M W N N Z /Z M " X C7 N - LL Z W Z zo J W C Q o U F � — o 1 o x� W U � Z_ W W Uj Z_ CD Z CL W J U � r M CO Z Z 1+ L Z 11 U) c'�n U (10 z 0 0 U J SHEET: Lm 1 COASTAL CONTROL LINE= EXISTING SEAWALL ZONE LLF _- - - - - -- -- - - -VE (EL. 13) NE AE , _ (E L. 9 3 W lY-- u 0 va Z w 2657 AUGUSTA DRIVE S. CLEARWATER, FL. 33761 T. 727 488 9490 F. 727 669 5575 ``` ,r�isaw►weac:.�rwuyrx�c.an�n�Y OF KIM =ON AS WAM W— AND MAY NOT Be UMW OR WRODUCM WI1MM WRffrM !'RItMDS10N !'ROM IdU1R DSKiN A550CiATET. NBC. ENGINEER SEAL PROJECT 7M.E: ui i 0u ISSUED DRAWING LOG L - - - -- L-\ -- - V - -- - -- -- -- L\ A - - -- V GILLS ISSUE DATE: FEBRUARY 2, 2009 �J;J: -�1 A1.0 NOT RELEASED FOR CONSTRUCTION i EAST ELEVATION A2.0 1/8"=F-U' 2 WEST ELEVATION V) W u 0 .Q nl o W 2657 AUGUSTA DRIVE S. CLEARWATER, FL. 33761 T. 727 488 9490 F. 727 669 5575 �THi$ DRAWING, MEASURING 24' x AY 36', IS THE PROPERTY OF BEHAR DESIGN ASSOCIAM INC., AND M NOT BE USED OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM BEHAR DESIGN ASSOCIATES, INC. ENGINEER SEAL PROJECT TITLE; w �� 0 ►�1� w � W H o� ISSUED DRAWING LOG Z2At�, DATE: ITEM: z PROJECT NO; GILLS DRAWING TITLE; EXTERIOR ELEVATION ISSUE DATE; FEBRUARY 2, 2009 SHEET A2.0 NOT RELEASED FOR CONSTRUCTION "`� ? "d y iz% ,h d <�r ELEV, 541-011 -11% 11 TOP. OF ROOF ELEV. 46'-6" MID, OF ROOF ELEV, 40'-8" THIRD FLOOR ELEV, 30'-0" ELEV, 16'-8" FIRST FLOOR ELEV. 13'-0" ti BASE FLOOD EL. (F E MA) A, 4 ELEV. 7'-0'1 1 GARAGE LEVEL ELEV, G-10" WATER ELEV, 54'-0" TOP, OF ROOF ELEV, 461-611 MID. OF ROOF ELEV, 401-8" THIRD FLOOR ELEV, 301-011 SECOND FLOOR Ajl ELEV, 161-811 - FIRST FLOOR ELEV, 13'-10" BASE FLOOD EL, (FEMA) E LEV, 7'-0" GARAGE LEVEL E LEV. 01-10" WATER NORTH ELEVATION A3.01- 1/8"= 1'-0' �g' �q' v U]II m K D, HI 6- 6 IL A 77-11 1 5Rfi -7 I-T ks, AA' r OV; rl 3, 1 Ou V 2 SOUTH ELEVATION .o Im=11-011 V) w 0 -7 V) w 2657 AUGUSTA DRIVE S. CLEARWATER, FL. 33761 T. 727 488 9490 F. 727 669 5575 THIS DRAWING, MEASURING 24! x 36, Is THE PROPERTY OF BEHAR DESIGN ASSOCIATES INC., AND MAY NOT BE USED OR REPRODUCED WIHOU*r 'NRITTEH PERMISSION FROM BEHAR DESIGN ASSOCIATES, INC. ENGINEER SEAL PROJECT TITLE: w °A U o° �w �W �W o� ISSUED DRAWING LOG DATE: ITEM PROJECT NO: GILLS DRAWING TITLE: EXTERIOR ELEVATION ISSUE DATE: FEBRUARY 2, 2009 SHEET A34,0 NOT RELEASED FOR CONSTRUCTION 7; V, it NORTH ELEVATION A3.01- 1/8"= 1'-0' �g' �q' v U]II m K D, HI 6- 6 IL A 77-11 1 5Rfi -7 I-T ks, AA' r OV; rl 3, 1 Ou V 2 SOUTH ELEVATION .o Im=11-011 V) w 0 -7 V) w 2657 AUGUSTA DRIVE S. CLEARWATER, FL. 33761 T. 727 488 9490 F. 727 669 5575 THIS DRAWING, MEASURING 24! x 36, Is THE PROPERTY OF BEHAR DESIGN ASSOCIATES INC., AND MAY NOT BE USED OR REPRODUCED WIHOU*r 'NRITTEH PERMISSION FROM BEHAR DESIGN ASSOCIATES, INC. ENGINEER SEAL PROJECT TITLE: w °A U o° �w �W �W o� ISSUED DRAWING LOG DATE: ITEM PROJECT NO: GILLS DRAWING TITLE: EXTERIOR ELEVATION ISSUE DATE: FEBRUARY 2, 2009 SHEET A34,0 NOT RELEASED FOR CONSTRUCTION AA V5