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FLD2005-07059
F7L4 ' JUL - ! 2005 ORIGINAL PLANNING & DEVELOPMENT SERVICES i CI:`:' O CLEARWATS`; FLD2005-07059 427 POINSETTIA AVE Date Received: 07/01/2005 VENETIAN SANDS CONDOS ZONING DISTRICT: T LAND USE: RFH ATLAS PAGE: 267A PLANNER OF RECORD: NOT ENTERED CLWCoverSheet Planning Department ORIGINA 100 I arwater, Florida 33756 ChmaterC Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ s CASE #: t`IL- X-3 U5 ' U /[ )J DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: L. NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) `.- :.- U FLEXIBLE DEVELOPMENT APPLICATION - ! Comprehensive Infill Project (Revised 12/30/2004) I I U! I ??? - 12005 - PLEASE TYPE OR PRINT _ A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) SERVICES C, ri. Et1RW.AT'7R APPLICANT NAME: ? VpL \ r?(UCY V6LT?\S? vMAILING ADDRESS: PHONE NUMBER: 44-71 9001 FAX NUMBER: PROPERTY OWNER(S): t--\S SLL%? '00 r-AtCi ;r N/Ct 'j'f>1S (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: (? .LUG MAILING ADDRESS: `r7 ?f111..R??? ?_,?' ?r? ?¢?tJ F? ZA - ? PHONE NUMBER: - Z} r32"rc W 3 FAX NUMBER: Z?' " 8q'921r1 CELL NUMBER: q 2-4 d31" C. 4 (3 E-MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: 42--+ 1?01 semk Ama LEGAL DESCRIPTION: gAR Jly--t Pz off/ filg (if not listed here, please note the location of this document in the submittal ??- PARCEL NUMBER: C) N- 2 q- 1 S~ 0 2.59 Z' OU 2^ O O; O PARCEL SIZE: J511' 2-5. t?j 5•F• ?. 1'5, A AC (acres, square feet) PROPOSED USE(S) AND SIZE(S): + C PO1?ttIN i??('1) 00n---> (3W, 3X9 5- S•?, L ) P 3,414 Srr (number of dwelling units, hotel rooms or square footagd` of nonresidential use) DESCRIPTION OF REQUEST(S): X--g AJ ?( "Qf > Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Page 1 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 0 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 _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) "® SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ? Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. r- t%. f' W A lhtfe- !:J3 32 yzi 1 o Itka !&lX ccr OT?s - 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. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. I ?? I Ell E13 1 6. t ... The design of the proposed development minimizes adverse effects, including visual, acoustic and olfa ory 5nd hours of operation i pat on adjacent properties. ! JUI - ' ( E , -- 1. _ ? ._...._. _.J HLANNIN6 t -';FRVI('FC C1 7Y Of CLEARWATER 1W 1. Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain how each criteria is achieved in detail: The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. S kcTC>?s 2 '1F ?a.s a.nt I>,[Gr 1t2 1 ot?K? j Page 2 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 0 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not 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.) 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. 7. The design of the proposed comprehensive infill redevelopment 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. 8. 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. 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division ?4 of Article-3 will-be-available to avoid on-street parking in the immediate vicinity of parcel proposed for development. r 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 olAtfticle 3 (as applicable). Use separate sheets as necessary. I-_. _ ---- PLANNING & DEVELOPMENT S ER'A `CC Ci OF CL.EARWATER Page 3 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 0 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design C Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invol addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with t City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. At a minimum, the STORMWATER PLAN shall include the following: J 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; J 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. JSZ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. J07 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 J/"cknowledgement 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 elevations shall bi 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; LOCATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior A 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; r' ® GRADING PLAN, as applicable; PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); COPY OF RECORDED PLAT, as G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) D IWE?Vv ? ?//? SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; _ North arrow; J Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; L C ??? ( r100J Location map; J J Index sheet referencing individual sheets included in package; i ••••/ Footprint and size of all EXISTING buildings and structures; -?? Footprint and size of all PROPOSED buildings and structures; All required setbacks; PLANNING & DEVELOPMENT All existing and proposed points of access; SERVICES I All required sight triangles; -., rARWATE'?J Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen " / trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; 1 Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Page 4 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 0 Y V/ Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; % Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per / Section 3-201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm-water management facilities; > Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form y? Land area in square feet and acres; Number of EXISTING dwelling units; J ?( Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spTotal paved area, including all paved parking spaces and driveways, expressed in squa J Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and J Floor area ratio (F.A.R.) for all nonresidential uses. /l2 REDUCED SITE PLAN to scale (8'/: X 11) and color rendering if possible; aces; re feet and percentage of the paved vehicular area; IQ/A FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN: 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; Q,[ Sight visibility triangles; 9 Delineation and dimensions of all parking areas including landscaping islands and c i ; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); J Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; 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; J Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); J ? Irrigation notes. REDUCED LANDSCAPE PLAN to scale (8'/z X 11) (color rendering if possible); M/ IRRIGATION PLAN (required for level two and three approval); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Compre, ensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will-not-be met. ? 7111 1 2005 ' ? •? PLANNING & DEVELOPMENT Page 5 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwa r-RVICES " Cl. EARWA? ER 0 0 I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. f BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; VREDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 '/ X 11) (black and white and color rendering, if possible) as required. J J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding ?signs shall include the street address (numerals) Au„e,)6k ?? ?IC04 -Tb >? reM4 0W (_w4patz coMPPJgOE*m SK?t? AQUC+Kntct', AT A >,--hT Wqt ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? 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) efer to Section 4-801 C of the Community Development Code for exceptions to this requirement. IZA"cknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. _ Traffic Impact Study is not required. FOtz NttWIA(m %4 $tKjN%-_CV GL T-0 GIA 6 1Z'610,: 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. 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. ";Ze, .e'? Ag Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Savor to and subscribed before me this day of _ V ?erA.D. 2005 to me and/or by OL lS , who is personally known has roduced?,n Cwrea as identification. , Notary public, My commission ,??+ Carol Gilpin ,F My Commission DD123971 •or N• Expires June 09, 2006 Page 6 of 7 - Flexible Development Comprehensive Infill Application r JUL - 1 2005 i ? ij, Tity arwater L PLANNING & DEVELOPMENT SERVICES i CI?Y OF CLEARWATER • 0 AFFIDAVIT TO AUTHORIZE AGENT: (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2. That this property constitutes the property for which a request for a: (describe request) 'PQCtzh? A (10y: (-04by> lolyp% 3. That the undersigned (has/have) appointed and (does/do) appoint: ?? - LL/- J1b ITS i!:tci i.Y k--X46eA'&m as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. 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; 6. That (I/we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State Qf Florida, on his day of 'c? A? L o?0U5 personally appeared QiID±N? ?Xu?-PAnO. L%'S on his who having been first duly sworn Deposes and says that he/she fully understands the conten of the affid vit that he/she signed. ,Vn Carol G(Ipin ?A/ Nota-Ty ubli My Commission Expires: • ,.? [ ° tiAy Commission DD123tg1 OF1Cw Expires June 09, 2006 -:UuL?€ S:IPlanning DepartmentlApplication Formsldevelopment reviewltlexible development comprehensive infill application 2005.2161y--- '-- -° - ---I JUL - t 2005 1 1,j ' PLANNING & DEVELOPMENT I SERVICES i Page 7 of 7 - Flexible Development Comprehensive Inflll Application ` OS- Cit of ElarwatC, LEARWATER r`Y. -J Flexible Development Application Section B Description of Requests on page 1: According to the Beach-by-Design guidelines, the Marina Residential District was established to attract residential developments. Therefore, the proposed project is requesting a termination of status; from the current 1950's hotel of 10 units to a condominium project with a total density of 4 units. The project has two requests for reductions in set-backs. First, in order to create architectural interest, we request the city consider a partial reduction on front yard setbacks to 9'-0". The reduction in set backs is a flexible request allowing the street side elevations to step back, creating a visual interest to the facade of the building and to allow for usable cantilevered balconies. Per the proposed design, the front yard set-backs would vary between 15' & Was can be seen in the plans and renderings. Additionally, the proposed project requests a reduction in the side yard to a zero set-back. The purpose of this request is two fold; one for function and two from an aesthetic standpoint. This region of the beach is comprised of small, disparate, non conforming properties. Many of these properties are already built to the property lines yet they are done so in a disorderly fashion. In order to create a beautiful cohesive neighborhood in accordance with the Beach-by-Design vision, we propose to construct this building in a manner that facilitates large-scale clustering of buildings as is often seen in historical cities like San Francisco or New Orleans. The zero set-back facilitates the Beach-by-Designs desire to see developments that consolidate properties in a situation where the properties are difficult to impossible to consolidate. The appearance and functionality of the individual projects, if done with a zero set-back would still maintain the design requirements as outlined in the Beach-by-Design proposal, yet do it in a property by property fashion. . I s ,1J_ ? 2005 ; t.-..o..J PLANNING & DEVELOPMENT i SERVICES CI-Y OF CLEARWATER VENETIAN SAN* - 427 POINSETTIA Section 6-109. Termination of status as a nonconformity N A. A nonconforming use or structure may be deemed to be in N conformity with this development code, and may thereafter be `LL allowed to continue and to expand as a lawfully existing use or structure, if such use or structure is granted level two approval in o accordance with the provisions of this section. w B. A structure which is nonconforming with respect to density may be LU reconstructed on the same parcel with the same density provided -? 0 such reconstruction complies with all other requirements of this 0 Community Development Code. zt-3 C. A level two approval shall not be granted to terminate status as a I nonconforming use or structure unless the nonconformity is r? ns. J improved according to the following requirements: 1. Perimeter buffers conforming to the requirements of section 3-1202(C) shall be installed. 'Q The 0' side yard setback we request does not allow for side yard landscape buffers. However, we propose to heavily --^' landscape the front yards in order to compensate for the side yards and beautify the streetscape. 2. Off-street parking lots shall be improved to meet the landscaping standards Q established in section 3-1202(D). The proposed parking for this project is located under the structure of the building and is less than 4,000 square feet thereby negating the need for a landscaped parking area. In order to shield the parking from the street, we have provided visual architectural and landscape buffers as can be seen in the elevation renderings. 3. Any nonconforming sign, outdoor lighting or other accessory structure or accessory use located on the lot shall be terminated, removed or brought into conformity with this development code. The existing building and all accessory structures will be demolished under this proposal. All new Signage will be conforming and submitted to the city under the comprehensive sign package at a later date. 4. The comprehensive landscaping and comprehensive sign programs may be used to satisfy the requirements of this section. A comprehensive landscape program is inclusive with this package. The comprehensive sign program will be submitted under separate cover at a later date. (Ord. No. 6526-00, § 1, 6-15-00) P_.? Section D. 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. Currently, a 1950's motel sits on the property. The motel is a two story 10 unit motel built in 1950 with a floor area ratio of close to 1.0. The existing structure violates the current set-backs and requires all parking in the right of way. The proposed building is a 4 unit condominium with 4 stories over parking. The proposed condominium development is consistent with the Marina Residential District's planned residential use and configuration set forth in the Beach-by- Design guide. The bulk and massing of the building will be managed and broken down through architectural articulation of the facade. The elevations will be stepped both vertically and horizontally to reduce bulkiness of the mass. Additionally, cantilevered balconies will provide visual interest. The overall style of the building is of a consistent character with other recently constructed condominiums and is in line with the proposed Sand Pearl project located nearby. This project will take the Marina Residential District in the right direction toward creating a unified Clearwater Beach redevelopment. 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 proposed development is designed to encourage the continued development of the Marina District as residential. The building is designed with the North and South sides at zero set-backs, which encourages a similar building on the adjacent lot, thus building the block-style construction desired in the Beach-by-Design proposal. Currently, the north building is planning a major redevelopment with a similar condominium style. The south building as it exists is set very close to the lot line, and makes it difficult to implement a Southern facade and landscaping. We are currently in discussions with the adjacent properties to acquire their approval for the zero set-back and the required maintenance easement. JJ' - 12005 PLANNING & DEVELOPMENT SERVICES ?` C(-,-' OF CLEARWATER _? • C 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The codes for safety and health standards have changed dramatically since the current building was constructed. By demolishing the current building and replacing it with new construction that meets and exceeds all current codes and FEMA standards the proposed project will have a positive impact on the health and safety of the people residing and working in the neighborhood. In addition, the removal of the 10 street parking spots will improve the safety through improved traffic flow. 4. The proposed development is designed to minimize traffic congestion. The proposed conversion from a 10 unit motel to a 4 unit condominium will reduce traffic through the decrease in dwelling units utilizing the area and through an improved parking configuration. The removal of street parking and the creation of an easier egress will also improve the local traffic conditions. The proposed building will also provide adequate areas for visibility and site of pedestrians for on-coming traffic. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Beach-by-Design has designated the area of proposed development as the Marina Residential District. This project is consistent with the Beach-by-Design guide for residential design. The exterior on the East and West street side facades are designed in the Italian renaissance style and inspired by villa Medici and the unprecedented Italian villas of the 1400's. The North and South sides of the proposed building are designed with a zero set- back that promotes the creation of consolidated block-sized projects while addressing the current situation of multiple projects being developed on a smaller scale. Until new development begins on the north or south sides we propose to utilize the same vertical delineation of materials and color changes that are used on the street side facade in order to give the building continuity on all sides. However, the side elevations utilize artistic murals to provide visual interest where detailed fenestrations are not possible. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The proposed development minimizes the adverse effects on adjacent properties through the reduction in the number of units and therefore a reduction in the number of cars, waste and people utilizing the area. In addition, the transition from low-rent motel to high-end residential should lesson the overall traffic and impact of the area. 12005 ! i l i PLANNING & DEVELOPMENT SERVICES C17,' OF CLEARWATER • Section D (con't) Comprehensive Infill Redevelopment Project Criteria 0 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. The only requested deviation from development standards is in regards to the set- backs; however the request conforms to the Beach-by-Design guidelines. The proposed parcel of land is 50 feet wide by 115 feet long. A hardship exists in the narrowness of the lot. It is impractical and unappealing to try to build with the standard set back of 10 feet. Per Beach-by-Design, "...no side or rear set-back lines are recommended except as may be required to comply with the city's fire codes" p61. The zero set-back requests on the side yards allows for parking, drive aisle, waste management, fire egress and elevator. The requested set-back for the East and West street facing facades is a partial reduction of the standard. In order to create a visually interesting facade to the building and to allow for usable cantilevered balconies, the proposed project is requesting reduction in set-backs to 9'. Per the proposed design, the front yard set-backs will range from 9' to 15' as can be seen in the plans and renderings. 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the exiting value of the site and the proposed value of the site with the improvements.) The proposed development of the site will significantly increase the existing value of the site. Currently, records indicate the proposed site is valued at $425,000. However, the property was acquired for $950,000 and once the proposed improvements are complete, the estimated value will be over $5 million. The abutting properties will also see an increase in value through the presence of a new, 5 million dollar condominium development. One of the two abutting properties was recently sold, and that property has plans for a similar level of quality development. The two proposed developments will strengthen the overall market value for the Marina Residential District. The second abutting property is not available for purchase, however the property will not have a negative impact with our proposed condominium development and should see a significant increase in value should the owners decide to embrace the Beach-by-Design's recommendation for transitioning the area into the Marina Residential District. ?I 12005 ?. PLANNh? G? & [DEVELOPMENT SERVICES _7 CLEARWATER E • 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. The proposed four stories over parking condominium project are permitted in the City of Clearwater and are specifically discussed in the beach by design guide. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. The Beach-by-Design has designated this area as the Marina Residential District, and is promoting the transition of properties to residential developments. Our proposed condominium project meets all of the Marina Residential District's requirements. The adjacent properties consist of dwelling units and a few restaurants and our proposed condominium project will help create a sense of beach neighborhood community. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. There are a limited number of land parcels available within the City of Clearwater that the city has designated for Beach residential development. This lot was the only parcel of land available for purchase at this time, as indicated by the extremely high purchase price of $950,000. Offers were made on the abutting properties, but no other purchases were available. 6. The development of the parcel proposed for development, as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. The development of the parcel as a comprehensive infill redevelopment project upgrades the area with a 5 million dollar high-end condominium residence, bringing wealth to the area and support for the local businesses. The Architecture of the building and the surrounding landscaping will improve the immediate vicinity's visual interest. The reduction in the number of units from 10 to 4 will lesson the impact on the immediate area thus decreasing the traffic and impact on the infrastructure. 7. The design of proposed comprehensive infill redevelopment 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 proposed conversion from a 10 unit 1950's motel to a 5 million dollar, 4 unit condominium fulfills all of the planning guidelines set forth in the Beach-by-Design documents and specifically within the parcel's designation as the Marina Residential District. As specified in the City's documentation, the proposed development enhances the community character of the immediate area and the City of Clearwater. The high-quality design of the building, the extremely generous construction and landscape budget all reflect the new owner's desire to build a 'special' low-rise condominium that the owner will be proud to call home. 0 0 z w _ Lr) d- i - O CV ? ? U ? . T 0 0 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to the community character and the immediate vicinity of the parcel proposed for development and the city of Clearwater as a whole. The project takes every opportunity available to make a beautiful & functional project within the confines of an extremely difficult lot configuration. The immediate neighbors, the Marina Residential District and the beach as a whole will benefit from the concepts and flexible setbacks set forth to make this project viable. Many other properties in the area suffer from similar hardships and would benefit greatly by following the design guidelines of "Beach-by-Design" and this project. While the concept of large scale assemblages creates single-stroke large and attractive projects, the approach we are proposing can provide character, charm, scale and history that is necessary to truly create a neighborhood. 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. Design of the proposed building complies with the Beach-by-Design's designated Marina Residential District and the city's applicable parking requirements of 1 '/z spaces per unit. The parking lot is located on the ground floor of the building with 6 parking spots allocated for the 4 condominium units. The proposal provides sufficient parking on site and will not create additional demand for off-site or on- street parking. 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). The proposed condominium development complies with the Beach-by-Design concept and makes every attempt to reduce massing through the designed step backs on the street-facing facades. In addition, the colors, materials, heights and characteristics of the building comply with guidelines set forth in Division 5 of Article 3. • as J! - 1 2005 PLANNING & DEVELOPMENT SERVICES f (_- -- CG` `OF Cl EAR'dVAT, ;; f • LL Zoe ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION Planning and Development Services 1 00 South Myrtle Avenue Clearwater, Florida 33756 ?arwater Telephone: 727-562-4567 U Fax: 727-562-4576 ? SUBMIT 1 COPIES OF THE ORIGINAL APPLICATION including folded site plans n CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS NAME: ??N?CL1S ?Iot?TSIS 1???`? ?[ pL?S1S ADDRESS: 4Za &c 6UT9t AJIL' ??1a6?1C?A i2e -Fi?- The landscaping requirements of Article 3 Division 12 may be waived or modified as a part of a Level One or Level Two Approval, as the case may be, if the application for development approval includes a Comprehensive Landscape Program, which satisfies the following criteria. The use of landscape plans; sections/elevations, renderings and perspectives may be necessary as supplementary information in addition to the information provided on this worksheet: Architectural Theme. a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. The intended plantings will reflect the Mediterranean Revival style of Architecture that is presented as the theme for the project. Typically this style calls for regal stately Palms, lush tropical landscape with lots of color and is this type of design for which we have prepared for this proiect. The Droposed landscape plan will be of a tropical nature, consistinq of large 30' Clear Trunk Mediool Date Palms (PHOENEIX dactilifera), also we plan 10' height Sea Grape trees (COCOLOBA uvifera) and colorful Hibiscus shrubs (HIBISCUS rosa-sinensis, var. red-hot'). In addition we plan to have colorful flowering ground coves and accents in the plant beds. Guarding each entryway will also be a 48" ht x 30" spread, flowering India Hawthorne Tree Standard (RHAPHEOLEPSIS umbellata). We plan sod on along the asphalt street frontage as a transition from the roadwav. The entire landscape will be irrigated and will consist primarily of drip -low volume irrigation system on automatic timer and valves -seasonally adjustable for summer through winter changes. OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 0 . 0 2. Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. W have proposed underground up-lighting for the project to highlight the Palms and provide a building wall wash light as well. The Sea Grape trees are also candidates for flood lighting. The fixtures will be on an automatic timer to come on at dusk and off at a preset time determined by owner. The fixtures are of a very high quality and design for a harsh Florida environment and are triple water sealed for moisture control and fog elimination on the lenses Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The proposed landscape materials are of high quality and for maximum impact on the aesthetic The 30' tall Mediool dates will be a stunning addition to the project and the community. The balance and street-level softening by use of the dramatic Sea Grape trees will create a wonderful impact and create a great tropical flavor to the community. 4. Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The aesthetic level will be much higher than the surrounding properties and will raise the tide for the surrounding neighborhood as far as the visual aesthetic is concerned. The tropical Palms and Native trees, colorful flowering shrubs and groundcovers will create a wonderful streetscape that will thrive for a very long time and survive storms and cold and keep on contributing. 9 0 5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Please return checklist for review and verification. `?'?'//T? a E? Date: C% ©?\ (Signature of applicant) L Kathleen Roberts • ` MN Commission DD239M S: application forms/development review/comprehensive landscape program application.doc aF F Expin4 ember 30, 2007 VENETIAN SANDS CONDOMINIUMS LANDSCAPE CONCEPT PLAN ¢I W! 3j !n j m: I I I i II =i _ j it nl j V 1 I i i I I I I , I i 1 1 I I I ? W I ? _31 C } St. ??lugustine Sod,1YD I I\? i lop 14i LMV. I " ¢ i lint 1 $ 7 ' 171 TJ 1 AM , i 8 LM' 10ACP 24-jAP i`k CM 4 / i 41 I W I ' W 1 '?-OPER GRATE IKEg St Augt)sbm z Q, Sod. h'G r a ?o W ? I 1 ? 13 HRS uz i 2 }RUT ii 31 CP I' + I ? 11 .w •prr rr. Yarnw..?r .M.. lM.p.wvNya, .M.Ir YY.w.wn?m 5 ne MrNdaa .rso .Cur yNG?Yn 1m ChYxaM+Y? ?p .,v ac,.M •IOl MYNA Or aN. poawte.nMi.i. lv Cr o+nY UV,m raw ?YCP frown CNNYY.,N4.wly Yes NM.,Ya yYV Ue Yw rr,.Ya???i ??? N'M •,aN >a+ivca TERRA T t:f'T011f'? n,r. rap. rtrM UY.. ivYr,u.. m°M,.? Y?..z oNrM, • COLOR & MATERIAL SCHEWILE r BENJAMIN MOORE: COTTON BALLS (OC-122) 1. COLUMNS & TRIM (CAST STONE & FOAM) 2. BALUSTRADE SYSTEM (CAST STONE & FOAM) 3. FINIALS & PLANTERS (CAST STONE) 4.WINDOW TRIM & SILLS (CAST STONE & FOAM) 5. BRACKETS (FOAM) 6. FASCIA (AZEK/HARDIE BOARD) BENJAMIN MOORE:ONYX WHITE (OC-74) I I 1.1 ST, 2ND, 3RD LIVING LEVEL FIELD COLOR (STUCCO) 2.4TH LIVING LEVEL PANEL HIGHLIGHTS (STUCCO) BENJAMIN MOORE: CREAMY ORANGE (2166-50) 1.4TH LIVING LEVEL FIELD COLOR (STUCCO) BENJAMIN MOORE:CAFE OLE (2098-40) 1.GROUND LEVEL FIELD (ARQUISTONE,COLOR WILL BE MIXED TO CREATE NATURAL STONE APPEARANCE) BENJAMIN MOORE: CARBON COPY (2117-10) 1. BALCONY RAILINGS & PICKETS (ALUMINIUM) A 04 do `' . + ` 3 Z v Ole J$? 1 00 f ,wit - y AOL Saw Ac a k i1. ?t r• r ??? 1 l oil, k'" i I N? 9 s t ??'/!PC Y SUAMONUM / _ I ? •t!e i ilk '? ? :F? ? __ _ ` S , / ^f'? i • R • ,22 aT"w 'i it L.e yy 4 .af •l t v?; ?? d . ?J??,?y., C-TWP ? ? - .J? ] ?. •? v M?'y{ 41 R fiE ?` ,,? "?? 5 1 rj ?, /? L? ITT F - k ?'?`•. /" 4 -- ,H, ?"' , . . ?.3 ti}:enef pan s 'Y ad t t? onclominiums .Clearwater Beach Pinellas County, Florida June; 2005 DRAINAGE COMPUTATIONS for City of Clearwater Prepared for. r H & G, LLC. 1'51' Sailfish Drive a F: Tarpon Springs, FL. 34688 Prepared by: ¦¦¦¦ ¦¦a; ¦ L Landon,, Moree & Associates, Inc. Civil &.Environmental Engineers Planners- Surveyors 31622 U.S. Highway 19 North Palm Harbor'. Florida 34684 (727) 789-5010 EB# 4096 a LMA JOB # 456-02 11? C. Approved By: b' rida iUo 1 3.6? A. Introduction Venetian, Sands Condominium, Clearwater. Beach Pinellas County, Florida STORMWATER' MANAGEMENT REPORT 1. Overview This report contains the necessary drainage calculations, exhibits and data to support the permitting and construction of the proposed condominium. The subject parcel is located between Poinsetta Street and East Shore Drive in Clearwater Beach. The total property size is 0.13 acres more or less. The stormwater management system will provide water quality treatment for the first 3/4 inch of runoff from the contributing areas as identified on the?construction plans. The storm water management system has been designed to meet the criteria of the Southwest Florida Water Management District (.75") and the City of Clearwater (.5"). 11. Historic and Existing Topographic and Surface Drainage Patterns The property is currently occupied by a Motel that.will be demolished. The runoff from the Motel sheet: flows on to Poinsetta Street and East Shore Drive and then to the Gulf of Mexico via a storm sewer system. Ill. Environmental Considerations There are no Environmentally sensitive lands located within the property. IV. Flood-Plain Considerations According to the FEMA Flood Zone Map of the area, the project site lies within Flood Zone "AE". Please refer to FEMA Community Panel #12103C0l02G Effective September 3, 2003. FEMA Flood Zone "AE" represents areas inundated bythe 100-yearflood with Base Flood Elevations being established. The base flood elevation for this project is 11.0 in NAVD 88 datum. VII. Stormwater Treatment Design The storm water management system for this site consists of a vault and underdrain which are located under the parking lot. Because of the high elevation of the outfall, a pump is used to pump discharge water from the underdrain to the drive aisle near East Shore Drive. This water enters to storm sewer system of East Shore Drive which eventually discharges into the Bay. 4 ,- 1 :? F i Water quality treatment.will be accomplished in the storm water management system that is. sized to treat thefirst 3/4 inch of runoff over the entire contributing area. Since the runoff eventually makes its way into the Bay, which is an Outstanding Florida, 50% more water is being treated than what normally is required. Water Pollutants conveyed to the vault will be treated by effluent filtration through an- underdrain. It should be noted that the f underdrain was sized to discharge the water quality volume in less than 36 hours. Since the proposed Condominium will have less impervious area than what had existed with the motel, the rate of discharge will be less in the post-development condition. The City of Clearwater will only give 50% credit for pre-development flows. "Payment in lieu of is proposed to resolve this requirement. The revised "c" factor to be utilized for the "payment in lieu of calculation is attached. The City of Clearwaterwill advise us regarding the final amount. MdocW55-02\erpREP0RT.doc • O/enetian Condomi`ni-ums ted "C" Factor Determination "C" factor Impervious = 0.114 acres ' 0.950 = Pond = 0.000 acres ' 1.000 Open Space = 0..018 acres ` 0.200 = 0.131 acres WEIGHTED "C = project is a redevelopment we can reduce the "C" factor by 50%. 'ore use "C" factor of: 0.424 F C Calcs.xls 0.108 0.000 0.004 0.848 VENETIAN CONDOMINIUMS SECTION 8, TOWNSHIP 28 SOUTH, RANGE 15 EAST L OCA TION MAP 41 ss- ?Zl Ad :1? r 4. 246 ?? t x r)J? 7 ? ? cy 1 C? ? , .kt?,? } J ? l? ? rs f 4 ;* \ 4 1 ,`' ,5 j 111 ? { ? y ?F • { ?? 7 ? x LEGAL DES CRIP TION A SURVEY OF: LOT 4, BLOCK B, BARBOUR-MORROW SUBDIVISION, AS -RECORDED IN PLAT BOOK 23, PAGE 45, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. i ill Venetian Sands ®. FEND Flood- Zone IIAap k 4 IU 11, 4 ,.1_ { 1? sv ` 5' APPROXIMATE SCALE 4 ' 600 0 600 FEET ' EO NATIONAL FLOOD INSURANCE PROGRAMJ '? ??. M gY. +`S pp FIRM 3 a FLOOD INSURANCE RATE MAPS £ i'4 - - - - - - - PINELLAS COwryl s r FLORIDA a' AND INCORPORATED AREAS tw pA „', .r 9.L _t PANEL 102 OF 327 F ISEE MM INDEX FOR PANELS NOT PPoNTEO) CONTAINS: - _ S4.ML4dilY NUA78Ea P4111 5ffK ae.mwm err n aaroe am a . - - _ a? pmeow.att ar trmw an¢ a ;t Nab m U the NAP NN?A Yore Ow'a IIWa b We wAM r4 Mao aAUS fM NAflIllalY NUABEA Nar span aA Ad b? used m Yv?rcw ppk?abr /ar N? pEpci een+rvib . MAP NUMBER 12113CI II21 EFFECTIVE DATE, SEPTEMBER 3, 2003 Federal Emergeacy Atanagemeat Ageacy l I This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Une. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.rrmsc.fema.gc }i a Y ci venetian S%ands Condominiums E. Drainage Calculations R { S L E-4 I v.? 44 I 30, P?? Dr\/r'a? M Iq 1 O/w ?n wJC ?/ ? s?? ? i W FF=5.54 ADJACENT 1 STORY CONC. BLOCK BLDG. #429 U U a h 0. iL I 6 P I/ 30'f I A' `3 1 STORY FRAME s FF=5.48 'V - , Jw/ - t .t' ? jrf > 4 n« VU a r ADJACENT FF= 5.75 W mss`' t 6' WOOD FENCE I ` 13"PALM 80 • ? ?' i V h IGTI A ? .. I ®3O • a G A? 56 i1"PALN i ADJACENT FF= I 6.43 A' A• OVERHEAD WIRE 4" CAST IRON_ SEWER PIPE O? o Q a A Y p ., 6' 4' WOOD FENCE U ? I Z ! 4 fA6 / > STORY FF=5.64 G a'. o . 4" PALM 7"CITRUSI ol / ' WOOD FENCE ADJACENT FF= 6.27 3 O h O F N B PaSr Drwe(OfIe,,-? A 3 fi 3 h 2 F fA W r* V[wq] = 0.75in(0.131ac)(1ft/12in) = 0.0082 ac-ft 358 cf • The vault is rectangular with a length of 15' and width of 10'. Therefore the water quality elevation rises a height of 2.39' (358 ft3/(15 ft x10 ft). Since the bottom of the vault is at elevation= -1.0, the water quality elevation is -1.0' + 2.39' = 1.39' - EL[wq] = 1.39 ft 2.) Pump Adequacy Calculation The pump will have a flow rate of 28 gpm (225 ft3/hr) discharging into the outfall (see attached calculations). At this flow rate, the pump will pump out the water quality volume in 1.6 hrs (358 ft3 /225 ft3/hr). Since the water quality volume needs to discharge in less than 36 hours, the pump size is adequate. f:\doc\455-02\erpcalc.doc F 3?,R+ S !h : -Mi `) ! }' .. {fly ; - y ., `sY ti• fiiK ,k.t .j •. 'V F n 'f4C..3 .t ' 'iV• TATION DESIGN .F- i { -. y .j f _ • E ?. f} ?? Z TORMWATER PUMP S . _ rx r r: PROJECT [ Venetian Sands Condominiu m -City of. Clearwater j , PROJECT# [ 455=02 ] DATE [June, 2005 ]. ENGINEER`.. [ ELM, ] WET WELL DIAMETER- = 3.00 FT "ON-OFF" DEPTH' 0.50 FT I ACTUAL VOLUME 26.4 GAL. TOP OF PUMP STATION - ELEV FT = 5.60 - INVERT INTO PUMP STATION - ELEV FT =" -2.90 (ALARM) -FREEBOARD. [ 0 ]FT ELEV FT =. -2.90 -0. 0.50 FT ELEV FT = -3.40 (PUMP ON) - STORAGE: 0.5 ]FT ELEV FT = -3.90 (PUMPS OFF) _1 2.00 FT ELEV FT = -5.90 (BOTTOM OF WET WELL) HEAD CALCULATIONS STATIG?HEAD -OUTLET ELEVATION PUMP "OFF" ELEVATION. TOTALSTATIC HEAD FRICTION* HEAD [ 23 ] FT OF [ @[ 28 ] GPM * [ * 2.31` FT/PSI = CHECKVELOCITY IN PIPE (2.0 TO-6.0 FT/S) HEAD= LOSS- DU E TO FITTINGS, ETC.. TOTAL FRICTION. HEAD PRESSURE HEAD @ TAP TOTAL DYNAMIC HEAD r r r..3 . liftsta'.xis, 5'FT _ -3.9 FT = 8.9 FT 1.5. ],'INCH DIAMETER 3.206 J PSI%100 FT 1.7 FT 5.1 FT/S 0.9 FT 2.6 FT 0.0 FT = 11.5 FT All Cast Iran Submersible Sump J and Effluent Pump MBCH-AXICAL• VERTICAL SWITCH FLOATSWITCd Mercury-free. lyterclrl-free.00° Allows oeeration angle operation. in small diameter sumps. 1/3 HP MOTOR. 11,50 RPM, 60 Hz, 115V. 10. Shaded pole design eliminates. starting switch or relay mechanism. Pressed in place and ail-filled for best chgnment and. heat transfer. II OVERLOAD SWITCH Built-in to protect against over current and over temperature conditions. I 1DIN ENSIONS I Jr ' DUAL. THRUST .......... SL z JE BEARINGS - Oil lubricated: enhance smooth -' _......._._..___ ?r s operation and extend pump late. T ` VOLUTE CASE 1 a ?fir TD H ., Cast lion 1-1/2" discharge. Open PERFORMANCE CURT' •? design allows ^ "r>,actrt• Lie,, P-r trtiru:_ ° unobstructed 20 :c :0 ir, .:.n I passage of 1/2" I solids. I - -.... - MECHANICAL SHAFT' SEAL. Carbon and ceramic faces. Bcdy is stationary: prevents string or trash iron ending on seat. i . l I POWER CCRD Quick-disconnect. watertighal fitting. MOTOR HOUSING Heavy cast iron for j efficient heat transfer. RECESSED IMPELL R Operates out of volute passage, allowing maxi- mum flow of liquids and solids up to 1/2 inch diameter. CAST MON BASE C665ir..Ca•.^... - ?'rIG K4105 1)'00 r IM0 Printed in U.S.A, YW r++ 'C'"ar'NKI t'entair. Pomp Group 25-- - -- I. .._ ..... :_•__.. ......... I «_.... ,.. ._..... j5t ._ .. i„ + .. .. _... . _.._L__,... ..._. _..__?:_ .:....._...... __ .= _.__......._. 5 10 15 20 25 ,o :5 4? 75 Cacacity Gallons P-r Minule PERFORMANCE- T_U=- 7, 7 i I ?Lh. 170•:-9 Sd5i d816::1 i571.13I53.'.'ILS4. j2'_ I' .. F. Myers. 1101 Myers Parkwav. rshiand, Ohio ia505-1259 .1191299-1144, 9AX:419i289-6654.'Nww.temyers:com Myers iCanadal, 269'idfium Drive. K,tctw--ner, On(ano N2G -iW/5 5791;48-5,170. PAX: 579/748-2553 T.b?t F'x'?,ki•''7' ?y r SSM331 Cast Iron Submersible Sump and Effluent Pump DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. H Oil-filled motor for maxil num :neat disioatior_ and continuous bearing lubrication. R Shaded pole motor elirninates starting 1 switches. It Recessed vorte.r. impeller provides free flow- through passage for solids and liquid with minimal radial loading for long bearing life. THE SSM33I IS ENGIN-=RED FOR MA qv y-.ARS OF MAINTENANCE-F REi OPERATION. s automatic models avaifa`;le with piggy-baclc float or vertical switch. (Both mercury Erse) = Pump can be operated manually by unplug- ging piggy-back switch and plugging pump directly into outlet (Automatic models). • Hea?r cast iron motor housing and Vclute case dissipate heat. allow motor to run cooler for extended life and res:st corrosion. PTT 10DUCT CAP S- T HE MYERS SSM33I. IS' A RUGGED, HEAVY DUTY CAST IRON 1/3 HP SUBMERSIBLE. PUMP DESIGNED FOR DEMANDING DRAINAGE 108S. The SSM33I's recessed, j ' _._.__.......__......_._.- . - vortex impeller provides a clear, unobstructed passage in Construction ?faterals I the volute case for superior solids handling. Its 1/2" solids Mator Housing. Volute C=e j ca=: ;ran. C,=:; 30. P.S•rM A48 handling capability allows it to be used in a wide variety of pump acs., j cas: ;:or Cr M A S-t 1 A4E1 drainage and effluent pumping applications. Heave duty ,. ass . y --?- ---------- cast iron construction ensures that the SSM33I will perform - rmpeue: racessca. thermoplas::c tor years to come in most installatfors. Contact your Myers power corr. Lr ,r 2r r.;, distributor, or the Myers Ohio sales office at 419/28.9-1144 for Ito s,YfS.1-'V- _ nore'de[ails. I _ 2.v.c`crrca. sea c•?rems- i i W? 7E iNN0VA770N T"..ADI::GtV Myers. iSO r C?u; Ragis.ered Qucuity S;rstern Pentair Pimp Grovip Cana-:ties Tc i 21 g pm ! 17 ipnn Heads rc - :. ,.,, ... ? _..__......... ___ Pump Covrn Range ?__..-__._... _....__. Float Switch 7;o io:... 170 ,o 254 :arr. Vertical switch 4 iii>> 7 ^ in Scuds Handlrrc G7DC.crn; .... .: 7 -MI Lcuids Hcndtinc trssh drain :vat.?r. 1 Intermittent iLCurd E7mC. up ;40:T M CI= i 1:3 HP shaded pcte L550 RPtvl F e'._'tTICCI i5V, 9,v am Dti 10. cr Hz. c2plable pH Range .._._........ .... 5 . a Dlscaa:ce. P7PT j 1•lr2In. 38.! -r.m Pd11LIM¢m Sumo Diameter l 12 :n 105 mm ETL Listing ( Class 1. Div. 2 G:cup D C: i as: 2.Div- 2 Group ?. G C!css 3. Div. t..2 y • Venetian Sands Condominium - Clearwater Beach DRAWDOWN WORKSHEET FOR SIDE UNDERDRAIN WATER QUALITY ELEVATION 1.39 FTNGVD POND BOTTOM ELEVATION = -1.00 FT NGVD WA'T'ER VOL AT QUALITY ELEV = 358 CF UNDERDRAIN CENTERLINE ELEV = -2.25 FT NGVD TOTAL HEAD = 3.64 FT INCREMENTAL HEAD STEP = 0.1 FT # STEPS TO BOP = 23.9 STEPS # STEPS TO ZERO HEAD = 36 STEPS INCREMENTAL VOL = 15 CF FLOW LENGTH THROUGH FILTER MEDIA = 2 FT HYDRAULIC CONDUCTIVITY(K) = 5 FT/HR UNIT PIPE LENGTH (L) = I FT TIME REQUIRED FOR UNIT PIPE = 31 HOURS ACTUAL PIPE LENGTH = 0.9 FEET ACTUAL DRAWDOWN TIME = 36 HOURS (Actual length' Actual time) _ (Unit length • Time for unit length) Note:. For detention with effluent filtration system, detention volume must be available again within 36 hours. ievat3vsi ot2 hiead:: ;ricc:;: ::.tear# ::Tata( voFU[ne : ::.. ft.. ... ::iS>::: ..-.L ........... ltolume ::... R..3 ::Ft?ttatbh:::: ..............i....... 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T,m:: 1.39 3.64 358 2 1.82 3.1774615 28.91490004 0 0.1 14.979079 28.13144627 0.532467 1.29 3.54 343.02092 2 1.77 3.0901686 27.34799249 0.532467 0.1 14.979079 26.58636195 0.563412 1.19 3.44 328.04184 2 1.72 3.0028757 25.8247314 1.09588 0.1 14.979079 25.08492407 0.597135 1.09 3.34 313.06276 2 1.67 2.9155828 24.34511675 1.693014 0.1 14.979079 23.62713265 0.633978 0.99 3.24 298.08368 2 1.62 2.8282899 22.90914855 2.326992 0.1 14.979079 22.21298768 0.674339 0.89 3.14 283.1046 2 1.57 2.740997 21.51682681 3.001331 0.1 14.979079 20.84248916 0.71868 0.79 3.04 268.12552 2 1.52 2.6537041 20.16815151 3.720011 0.1 14.979079 19.51563708 0.767542 0.69 2.94 253.14644 2 1.47 2.5664112 18.86312266 4.487553 0.1 14.979079 18.23243146 0.821562 0.59 2.84 238.16736 2 1.42 2.4791183 17.60174026 5.309116 0.1 14.979079 16.99287229 0.881492 0.49 2.74 223.18828 2 1.37 2.3918254 16.38400431 6.190608 0.1 14.979079 15.79695956 0.948225 0.39 2.64 208.20921 2 1.32 2.3045325 15.20991481 7.138833 0.1 14.979079 14.64469329 1.022833 0.29 2.54 193.23013 2 1.27 2.2172396 14.07947177 8.161666 0.1 14.979079 13.53607347 1.106604 0.19 2.44 178.25105 2 1.22 2.1299467 12.99267517 9.268271 0.1 14.979079 12.47110009 1.201103 0.09 2.34 163.27197 2 1.17 2.0426538 11.94952502 10.46937 0.1 14.979079 11.44977317 1.308242 -0.01 2.24 148.29289 2 1.12 1.9553609 10.95002132 11.77762 0.1 14.979079 10.47209269 1.430381 - -0.11 2.14 133.31381 2 1.07 1.868068 9.994164067 13.258 0.11 14.979079 9.538058667 1.570454 -0.21 2.04 118.33473 2 . 1.02 1.7807752 9.081953267 14.77845 0.1 14.979079 8.647671092 1.732152 -0.31 1.94 103.35565 2 0.97 1.6934823 8.213388917 16.5106 0.1 14.979079 7.800929967 1.920166 -0.41 1.84 88.376569 2 0.92 1.6061894 7.388471016 18.43077 0.1 14.979079 6.997835291 2.14053 -0.51 1.74 73.39749 2 0.87 1.5188965 6.607199566 20.5713 0.1 14.979079 6.238387065 2.401114 -0.61 1.64 58.41841 2 0.82 1.4316036 5.869574565 22.97241 0.1 ' I 14.979079 5.522585289 2.712331 -0.71 1.-54 43.439331 2 0.77 1.3443107 5.1755960131 1 25.68474 iV OTf, Jd Q1 Q?d iT???no' ?aG7di 47C l d (an?YiiratA Wt ?I bt 't?yT`l Underdm-side.XLS I (? led r'-1 STea A 6T o f 1 '. d 1 i 1/eetla Sands Condominiums F. Operation & Maintenance Instructions k x t? ¦,? and®n, moree & Associates, We. Civil ,& Environmental? Engineers - Planners - Surveyors June 30, 2005 Attn: Pandelis Voltsis • 31622 U8 19 North Palm Harbor, Florida 34684 Phone: (727),789.3010 Fax: (727),787-4394 Re: Venetian Sands Condominiums Owner's Instructions for Maintenance and Inspection of Stormwater Facilities Dear Mr. Voltsis: As discussed, here are the O&M Instructions. The stormwater management system consists of a stormwater inlets which pipe water to a vault located. under the parking lot. Water from the vault drains into a sand filter with an underdrain pipe. This underdrain pipe drains water out of the sand which acts as a filter to remove. pollutants. Grate inlets are located on top of the vault for access point into the vault and also for ease of a quick visual inspection by being able to see down into the vault. If water does not dry out in this vault within 36 hours after a rain storm, some maintenance will be required. It is recommended that the underdrain be flushed out with clean water. A cleanout is located at the west end of the vault. If this does not fix the problem, the system may need replaced with new sand and/or piping. It is recommended that you contact a professional engineer for a recommendation if this is the case. The pump station has an alarm on it if something breaks. If this occurs, contact Custom Pumps and Controls, Inc. who's phone # will be located on the control panel next to the lift station. It is also recommended you contact them to set up a regular maintenance schedule of the pumps to ensure a long pump life. They will provide Wendy's with a more detailed operation-and maintenance instructional manual. . Please also note that there may also be specific conditions of permits that may require additional maintenance activities above and. beyond those outlined above. Please be aware of all permit conditions as issued by regulatory agencies to ensure permit compliance. Sincerely, Landon, Moree & Associates-, Inc. John C. Landon, P.E. ???? 31622 US 19 North ¦vin Palm Harbor, Florida 34684 ¦LOI¦ Phone: (727) 789-5010 MEMO Landon Moree & Associates Inc. ! ! Fax: (727) 787-4394 WWW.LMAENGR.COM Civil & Environmental Engineers - Planners - Surveyors LANDON@LMAENGR.COM June 28, 2005 SWFWMD 7601 Highway 301 North Tampa, FL 33637-6759 Attention: Mr. Richard Alt, P.E. RE: VENETIAN SANDS CONDOMINIUM - LETTER OF INQUIRY Dear Mr. Alt: I have attached a plan for the proposed 4-unit Venetian Sands Condominium project on Clearwater Beach for your review. This project redevelops the 10-unit Nikki Hotel into a 4 unit condominium. The project currently discharges to the Gulf of Mexico via the street storm system without any treatment or attenuation. The vehicular use area for the project area that generates stormwater as well as the overall impervious area has decreased; consequently, it is our opinion, that a SWFWMD permit is not required. However, the City of Clearwater is forcing us to provide '/2" of water quality treatment with 24- hour recovery time as well as "payment in lieu of'- for 50% of the pre-development discharge. We are providing a stormwater vault for this purpose with a pumped recovery system discharging to the existing street - similar to what we have had previously approved for a Wendy's in St. Petersburg. Please advise if a SWFWMD ERP permit is required for this work. Sincerely, LANDON, MORES & ASSOCIATES, INC. i .? John C. Landon, P. E-.- i Y t 110- w i loo ,. e • 94 ? • ?? yam.,„ ' n; • y i?y?? ?_ - '? ?, , • ?* ? S1 1 4 I• f • SITE DA PA PARCEL ID#'S: 08-29-15-02592-002-0040 ZONING: TOURIST DISTRICT LAND USE: RFH GROSS SITE AREA: 5,725 SF (0.13 ACRES) EXISTING UNITS: 10, PROPOSED UNITS: 4 MAX. BUILDING HEIGHT: 80' PROP. BUILDING HEIGHT: 80' MAX F.A.R.= 1.0 (30 DWELLING UNITS/ACRE) PROP. F.A.R.= 4 UNITS (30 UNITS/ACRE) MAX I.S.R.= 0.95 PROP. I..S.R.= 0.87 BUILDING SETBACKS: FRONT - 10-15 FT. SIDE - REAR - EXISTING CONDITIONS: TOTAL IMPERVIOUS AREA* - BUILDING AREA VEHICULAR USE AREA TOTAL OPEN SPACE - PROPOSED CONDITIONS: TOTAL IMPERVIOUS AREA* - BUILDING AREA VEHICULAR USE AREA TOTAL OPEN SPACE - 10 FT. w.l'.A r T3 i-AL 1,977 20 FT. 4,805 SF (83.9%) i `) 71i y =)i1 3,079 SF (53.8%) 158 SF (2.8%) 4 ii. v 11 i?E. [su L61N(_, 920 SF (16.1 %) 4,950 SF (86.5%) 4,432 SF (77.4%) 439 SF (7.7%) 775 SF (13.5%) *OFF-SITE IMPERVIOUS AREA DECREASE FROM: 1,819 SF TO 985 SF (45.8% DECREASE) PARKING REQUIREMENTS: 1.5 SPACES PER UNIT @ 4 UNITS = 6 SPACES REQ. PARKING PROPOSED: 6 SPACES (INCLUDING 1 H/C) UTILITIES: WATER - CITY OF CLEARWATER FIRE PROTECTION CITY OF CLEARWATER SEWER - CITY OF CLEARWATER ELECTRICAL - PROGRESS ENERGY TELEPHONE - VERIZON FLOOD ZONE: THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE" EL. 11.0 AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP: 12103C 0102G DATED SEPTEMBER 3, 200,3 LAW OFFICES OF 0 • KIMPTON, BURKE & BOBENHAUSEN, P.A. WILLIAM J. KIMPTON ROBERT C. BURKE, JR. GALE M. BOBENHAUSEN FAX (727) 796-0909 EMail: bill.kimpton@kbblaw.net 28059 U.S. HIGHWAY 19 NORTH SUITE 100 CLEARWATER, FL 33761-2698 TELEPHONE (727) 791-0063 STATE OF FLORIDA COUNTY OF PINELLAS CERTIFICATE OF TITLE Personally appeared before me, the undersigned authority, WILLIAM J. KIMPTON, who, upon being duly sworn, deposes and says: 1. That he is a practicing Florida attorney with offices located at 28059 U.S. Highway 19 North, Suite 100, Clearwater, Florida 33761. 2. That he has examined the public records in the Office of the Clerk of Circuit Court for Pinellas County, and determined that as of the 24" day of June, 2005, the real estate described as Lot 4, Block "B", BARBOUR-MORROW SUBDIVISION, according to the map or plat thereof, as recorded in Plat Book 2.3, Page 45, of the Public Records of Pinellas County, Florida, is owned by PANDELIS ANDY VOLTSIS and NIKI VOLTSIS, husband and wife, as fee simple owners. William J. Kimpton Sworn to and subscribed before me this 24' day of June, 2005. a Public My Commission Expires: ?M\SSIOryF? .? V? a, 10, ?0 A9•• #DD185337 o? • Q i 9 l BOt,dedt? o? O ? 0,91 .1 ili nNN 0 Page 1 of 1 Wells, Wayne From: FrankCHughes@aol.com Sent: Sunday, August 28, 2005 5:44 PM To: Wells, Wayne Subject: Re: Draft DRC comments for FLD2005-07059, 427 Poinsettia Avenue Wayne we are not going to waste any more money on this site. We now understand that you will not allow anyone to build anything on a 50 foot lot. We are just going to continue operating it as a motel. Frank Hughes 8/28/2005 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 TO: G [.c, C- . FAX: a p' Z l 9-- - Phone: *- 3 Z - & 6 13 FAX: (727) 562-4865 FROM: e'(l, Phone: s 10 Z?fO 9- - DATE:_ RE: f'LD Zoo J'am- 0.7 V 9 927 Po MSc H,a.. ??. MESSAGE: c ? 8 NUMBER OF PAGES(INCLUDING THIS PAGE) ?_ , i A, • 0 Aug. 01 2005 04:26PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97899219 Aug.01 04:23PM 02'45 SND 07 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX 0435-7329). • Wells, Wayne From: Wells, Wayne Sent: Monday, August 01, 2005 4:30 PM To: 'frankchughes@aol.com' Subject: Draft DRC comments for FLD2005-07059, 427 Poinsettia Avenue Attached are the Draft DRC comments for the August 4, 2005, meeting at 1:30 pm t draft 8.4.05 dre action agenda... Clearwater July 12, 2005 H&G, Llc 151 Sailfish Dr Tarpon Springs, F134688 *CITY OF CLEORWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARWATER. C OM RE: FLD2005-07059 -- 427 POINSETTIA AVE -- Letter of Completeness Dear H&G, Llc : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-07059. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on August 04, 2005, 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. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than 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 727-562-4504 or Wayne.Wells@myclearwater.com. Sincerely yours, wa?w M. kv& Wayne Wells, AICP Planner III Letter of Completeness - FLD2005-07059 - 427 POINSETTIA AVE FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: 14 it C) L(..? FAX: Phone: f 3 L- (9 U(-3 r?- k A / l-S Phone• 3 X4'(2+ DATE:_ 7 MESSAGE: 1'-'W "OT- 0-70,S71 NUMBER OF PAGES(INCLUDING THIS PAGE) Z 11 Jul. 12 2005 03:05PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97899219 Jul.12 03:04PM 01'03 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). • Wells, Wayne From: Wells, Wayne Sent: Tuesday, July 12, 2005 2:10 PM To: 'frankchughes@aol.com' Subject: FLD2005-07059, 427 Poinsettia Avenue Letter of Completeness attached. Original being mailed. I' 'I letter of mpleteness 7.12.05 Clearwater U July 08, 2005 H&G, Llc 151 Sailfish Dr Tarpon Springs, F134688 0 CITY OF CLE4kRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARWATER. C OM RE: FLD2005-07059 -- 427 POINSETTIA AVE -- Letter of Incompleteness Dear H&G, Llc : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-07059. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. Based on 30 dwelling units per acre maximum and the lot size of 0.131 acre, only three dwelling units are allowed, whereas four dwelling units are proposed. There is no rounding up of density calculations. Revise to three dwelling units. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 4:00 pm on Monday, July 11, 2005 (one original and 14 copies of all revised application material). If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne.Wells@myclearwater.com. Sincerely yours, W 'r,L Wayne Wells Planner III Letter oflncompleteness - FLD2005-07059 - 427 POINSETTIA AVE FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: Luc FAX: 789. 92-11 Phone: !13Z-- U l0 13 FROM: Y";L_ 6V Phone: DATE:_ -7 I ? -0 S RE: Zo Or - 0 -7 3- MESSAGE: L^eNk!- 6k- NUMBER OF PAGES(INCLUDING THIS PAGE) 2- Jul. 08 2005 02:47PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97899219 Ju1.08 02:46PM 00'57 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). • • Wells, Wayne From: Wells, Wayne Sent: Friday, July 08, 2005 2:22 PM To: 'frankchughes@aol.com' Subject: FLD2005-07059 Attached is a Letter of Incompleteness. I will also fax. The original letter will be sent via post office. M MrdI4 letter of completeness 7.8.0. 1:30 pm Case Number: FLD2005-07059 -- 427 POINSETTIA AVE Owner(s): Pandelis A Voltsis ,?• O 427 Poinsettia Ave Clearwater, Fl 33767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: H&G, Llc 151 Sailfish Dr cs"?Jt Tarpon Springs, Fl 34688 TELEPHONE: 432-6613, FAX: 727-789-9219, E-MAIL: FRANKCHUGHES@AOL.COM Location: 0.131 acres located approximately 150 feet south of Papaya Street between Poinsettia Avenue and East Shore Drive Atlas Page: 267A Zoning District: T, Tourist Request: (1) Termination of Status of Nonconformity for density (eight overnight accommodation units existing to be converted to four dwelling units; where three dwelling units are permitted today), under the provisions of Section 6-109; and (2) Flexible Development approval to permit four attached dwellings with a reduction to lot area from 10,000 square feet to 5,725 square feet, a reduction to lot width from 100 feet to 50 feet, reductions to the front (west along Poinsettia Avenue) setback from 15 feet to nine feet (to building) and from 15 feet to three feet (to trash staging area), a reduction to the front (east along East Shore Drive) from 15 feet to nine feet (to building), a reduction to the side (north) setback from 10 feet to zero feet (to building), reductions to the side (south) setback from 10 feet to zero feet (to building) and from 10 feet to nine feet (to pavement), an increase to building height from 35 feet to 58.33 feet (to roof deck) with an additional three feet for perimeter parapets (from roof deck) and an additional xx feet for open pavilions (from roof deck) and to allow the building within sight visibility triangles, under the provisions of Section 2-803.B. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood Coral Resort Condominum Association(s): Clearwater, Fl 33767 483 E Shore Drive TELEPHONE: 727-446-3711, FAX: No Fax, E-MAIL: coral483@aol.com Neighborhood Clearwater Beach Association Association(s): Clearwater, F133767 100 Devon Dr TELEPHONE: 443-2168, FAX: No Fax, E-MAIL: papamurphy@aol.com Presenter: Wayne Wells, Planner III Attendees Included: City Staff: Wayne Wells, Neil Thompson, Scott Rice, Lenny Rickard, Bill Buzzell Applicant/Rep: John Landon, Joe Burdette, Ed Hooper, Frank Hughes Other: Aaron Sharockman The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 4, 2005 - Page 36 Prior to building permit: 1. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) 2. A separate right-of-way permit will be required for all work (including landscaping) within the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). 3. 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 reclaim water meters. (No meters shall be located within any impervious areas.) 4. Ductile iron pipe must be installed between any tap and water meter. Ductile iron pipe must be installed between any tap and backflow preventor device. At least one joint of ductile iron pipe shall be installed on the service side of any backflow preventor device. 5. Use of concrete thrust blocks is not permitted, use mechanical restraints only. 6. Backflow prevention device shall be per City of Clearwater Contract Specifications and Standards only - refer to Index #405 for approved backflow prevention devices. 7. Maintenance easements shall be executed and recorded w/Official Records Pinellas County prior to issuance of a building permit. Easements shall be perpetual and be binding upon successive property owners. 8. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . Prior to CDB: 1. Underground Vaults are not allowed as water quality facilities and are permittable only if specifically approved by the City Engineer. Provide justification for an underground vault. 2. In the event that an underground vault is approved, an oil and grease separator or comparable treatment system to capture automobile pollutants will be required. 3. Details and a cross-section of the vault must be submitted. Prior to Building Permit: 4. A vault maintenance schedule must be submitted to include an event following post-construction and at least on an annual basis thereafter. Fire: I . ***PLEASE NOTE*** REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION. This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. Please acknowledge PRIOR TO CDB. 2. Remove fire hydrant from fire sprinkler line. Hydrant must be on separate line. Please show correction on site plan PRIOR TO CDB. 3 . Show location of FDC on site plan PRIOR TO CDB. 4. Where underground water mains and hydrants are to be installed, they shall be installed completed, and in service prior to construction as per NFPA-241. Please acknowledge PRIOR TO CDB. 5 . Property to be protected by a fire sprinkler system as per NFPA-13. Please acknowedge intent to comply PRIOR TO CDB. Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: No Issues. Landscaping: Development Review Agenda - Thursday, August 4, 2005 - Page 37 0 1 . A Comprehensive Landscape Program (CLP) application has been sumitted, but it is unclear what landscaping requirements are being requested to be modified or waived. Advise or eliminate CLP application. 2 . Required landscaping must be contained on-site. Any landscaping in the rights-of-way will require approval and permitting from Engineering. 3 . Per Section 3-1204.H. Plants in the sight triangles must be installed in accordance with the requirements in Article 3, Division 9 to minimize traffic hazards. Revise. 4. Irrigation must meet the City Code per Section 3-1203.C. Adjust plans to show 100% coverage, rain sensor, automatic timer, etc. 5 . Landscape Plan does not show the sight triangles as described in Article 3, Division 9, on Poinsettia Avenue. Revise the plan to show these triangles at the driveway intersections. 6. Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. Curb on-site the edges of both driveways. 7 . Proposed trees south of proposed driveway on Poinsettia Avenue interfere with proposed utilities. Revise. 8 . Per Section 3-1202.13.1, Code requires trees must be 10' in height and 2 1/2" caliper at planting, ornamental trees can be 8' in height and 2" caliper and palms must be 10' clear and straight trunk at planting. Make changes in Legend on Sheet L1. Parks and Recreation: 1 . A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562-4824. Stormwater: 1 . 1. Stormwater management facility must recover by gravity or natural percolation. 2. Use of a pump recovery system will not be permitted. 3. If designer is concerned about the relative high elevation of the stormwater system on East Shore Drive, we would suggest that the storm system on Poinsettia Street be explored, as this may be a couple feet lower than the East Shore Drive system. 4. Provide additional grading on plans, including offsite topography, to provide assurance that project will not adversely impact adjacent properties. All of the above to be addressed prior to CDB. Solid Waste: 1 . That dumpster service no larger then 4 cubic yds be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy. Please contact Tom Glenn - 727-562-4930 Traffic Engineering: 1 . Provide typical angle in degrees for angled parking spaces. 2. Relocate column away from the parallel parking space for better manueverability. 3. Provide accessible routes from public sidewalk and handicap parking aisle to elevator without compelling user to walk or wheel behind parked vehicles. All of the above to be addressed prior to CDB. Planning: Development Review Agenda - Thursday, August 4, 2005 - Page 38 0 1 . Show required sight triangles for the driveway on Poinsettia Ave on Sheets 3/5 and L1. 2 . Show on Sheets 3/5 and L1 the location of the required sidewalk from the eastern stairwell. 3 . Provide reduced building elevations - four sides of building with proposed colors and materials to scale (8 V 2X 11) (black and white and color rendering, if possible). Provide at least one color version of the elevations to Planning for presentation purposes to the CDB; prefer all 15 copies of the elevations to be in color. 4. Any proposed signage must meet Code requirements. The Comprehensive Sign Program is not available for residential projects. 5 . Section B, Description of Requests, indicates the Termination request is for an existing 10 unit hotel. Occupational records for the City only indicates eight units. Revise. 6. Unclear as to the purpose on Sheet 3/5 of the "12' setback" dashed line. The required front setback is 15 feet. Unless there is a purpose for the "12' setback" dashed line, remove (alternative is to provide a "15' setback" dashed line). Staff will not support a reduction of either front setback, when coupled with the side setback reductions and the non-consolidation of lots, produces a building mass and strucure out of scale and character with the surrounding area, nor furthers the goals of the Marina Residential District of Beach by Design. 7 . Trash staging area is within, and blocks, the driveway. Revise. 8 . Staff will not support a site and building design with a zero side setback, nor will we support any side setback reduction. Due to Building Code requirements, the proposed setback produces a design with blank walls on the north and south sides of the building, inconsistent with many of the criteria under which this project is being reviewed. This site needs to be combined with adjacent parcels to provide a parcel size and width to accommodate an appropriate site and building design for this Marina Residential District of Beach by Design. The Marina Residential District calls for "significant lot consolidation." This is only one, small lot. 9 . Will not support the Termination of Status of Nonconformity for density, as the site and building design produced is inconsistent with many of the Flexible Development criteria and with Beach by Design, and is being reviewed in conjunction with the requests to reduce the lot area and lot width for attached dwellings. 10. Recommend providing two parking spaces per unit. 11 . Elevation sheets - Provide the scale at which these elevations are drawn to. Provide a dimension line with the height of the building from BFE to roof deck, the height of the proposed parapets (from roof deck), the height of the elevator/stair towers and the height of the open pavilions (from roof deck). Depict on the black and white elevations the proposed colors of the exterior surfaces. 12 . Proposal is that there is 12 feet, 8 inches floor to floor. Provide the justification for such floor to floor height and why it can't be closer to 10 feet floor to floor. 13 . Provide on Sheet 3/5 the building dimensions. 14. A Comprehensive Infill Redevelopment Project application form has been filed. However, it is unclear why, as the proposal only needs to fill out a "Flexible Development" application form to permit attached dwellings. Revise. Development Review Agenda - Thursday, August 4, 2005 - Page 39 15 . Provide DETAILED. AND SPECIFIC responses to the Flexible Development criteria for "attached dwellings" in the Tourist District as to HOW this proposal complies with the criteria: 1. Lot area and width: The reduction in lot area will not result in a building which is out of scale with existing buildings in the immediate vicinity of the parcel proposed for development; 2. Location: The use of the parcel proposed for development will not involve direct access to an arterial street; 3. Height: a. The increased height results in an improved site plan or improved design and appearance; b. The increased height is necessary to allow the improvement of off-street parking on the ground floor of the residential building; 4. Setbacks: a. The reduction in front setback contributes to a more active and dynamic street life; b. The reduction in front setback results in an improved site plan or improved design and appearance; c. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; d. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; 5. Off-street parking: a. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking -spaces per floor area than otherwise required or that the use of significant portions of the building for storage or other non-parking demand-generating purposes or that the nature of the individual dwelling units and their location is likely to lead to dependency on non-automobile modes of transportation; b. Off-street parking within the footprint of the residential building is designed and constructed to create a street level facade comparable to the architectural character and finishes of a residential building without parking on the ground level. 6. The design of all buildings complies with the Tourist District design guidelines in Division 5 of Article 3. 16. Section B - Description of Requests narrative - This area of the beach, the Marina Residential District, was recognized as having small lots with aging developments that are nonconforming to setbacks and parking and lack any cohesive styles or development (with little to no landscaping). The goal is to change this existing character, not replicate it. This project does not consolidate properties. This project does not guarantee nor facilitate that adjoining properties will redevelop .in a fashion consistent with this proposal's zero side setbacks. What is clear is that this is a "stand alone" project, and its "function" is an outgrowth of the size of the property and the desire to maximize the development on this small lot. 17. A Comprehensive Landscape Program (CLP) application has been submitted, but is unclear why. The application does not state what landscape requirements are being asked to waive or modify. There is no perimeter buffering required in the Tourist District, there is no interior landscaping required and the proposal provides the foundation landscaping. Remove the CLP application. 18 . General Applicability criteria #1 - Disagree that the bulk and massing of the building is being managed and broken down through architectural articulation of the facade. There is NO articulation that has been done to either side of the building, since it is proposed at a zero setback and the Building Code requires a blank wall. The public will see all four sides of the building, not just the east and west front sides of the building. There is NO vertical or horizontal stepping of the elevations on the north or south sides of the building. This project will not further the goals of the Marina Residential District, as there is NO significant lot consolidation in order to do any of the items listed. 19. General Applicability criteria #2 - Disagree with the ascertion that this will encourage like development on the adjacent properties. The Marina Residential District encourages significant lot consolidation in order to produce buildings of a high quality with vertical and horizontal stepping and architectural articulation, none of which is evident in this project. The difficulty encountered with implementing any of this in relation to adjacent properties is due to the fact that the project has been designed with a zero side setback and amounts to a self imposed hardship. Development Review Agenda - Thursday, August 4, 2005 - Page 40 20. General Applicability criteria #5 - Staff is unaware of any "multiple p• cts being developed on a similar scale." Detailed side fenestrations are not possible with this project due to the fact that it entails only one small lot and not "significant lot consolidation" as Beach by Design calls for, where such fenestration and architectural articulation through vertical and horizontal stepping would be possible. This project is inconsistent with the character envisioned in Beach by Design for this area. The murals on the side of the building are an attempt to make the otherwise blank wall appealing, the opposite of could be possible through significant lot consolidation and good architectural design. 21 . General Applicability criteria #6 - This proposal does not minimize visual effects due to the design of this project with zero side setbacks requiring large blank walls, but rather its design creates a visual effect of a bulky and massive building with little visual appeal. 22 . Comments on the responses to the Comprehensive Infill Redevelopment Project criteria (applicant needs to rather address the criteria for "attached dwellings" - - The hardship is self imposed with regard to the size of the property, as the project does not further the goal of the Marina Residential District by not being consolidated with additional adjacent properties. This "hardship" then lends itself to a site and building design that cannot meet setbacks in order to provide good design through building articulation with vertical and horizontal stepping. - The adjoining properties would probably see an increase in value through the construction of a single dwelling unit. - The design of the project on one small lot does not promote transitioning this area to residential uses by not furthering the goal of the Marina Residential District for significant lot consolidation. - Staff does not find the proposal compatible with the area. Other: No Comments Notes: To be placed on the 9/20/05 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 8/11/05. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, August 4, 2005 - Page 41 1:30 pm Case Number: FLD2005-07059 -- 427 POINSETTIA AVE Owner(s): Pandelis A Voltsis • VMH 427 Poinsettia Ave Clearwater, Fl 33767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email W64 .OS Dtc Representative: H&G, Llc Gwwowk 151 Sailfish Dr Tarpon Springs, Fl 34688 TELEPHONE: 432-6613, FAX: 727-789-9219, E-MAIL: FRANKCHUGHES@AOL.COM Location: 0.131 acres located approximately 150 feet south of Papaya Street between Poinsettia Avenue and East Shore Drive Atlas Page: 267A Zoning District: T, Tourist Request: (1) Termination of Status of Nonconformity for density (eight overnight accommodation units existing to be converted to four dwelling units; where three dwelling units are permitted today), under the provisions of Section 6-109; and (2) Flexible Development approval to permit four attached dwellings with a reduction to lot area from 10,000 square feet to 5,725 square feet, a reduction to lot width from 100 feet to 50 feet, reductions to the front (west along Poinsettia Avenue) setback from 15 feet to nine feet (to building) and from 15 feet to three feet (to trash staging area), a reduction to the front (east along East Shore Drive) from 15 feet to nine feet (to building), a reduction to the side (north) setback from 10 feet to zero feet (to building), reductions to the side (south) setback from 10 feet to zero feet (to building) and from 10 feet to nine feet (to pavement), an increase to building height from 35 feet to 58.33 feet (to roof deck) with an additional three feet for perimeter parapets (from roof deck) and an additional xx feet for open pavilions (from roof deck) and to allow the building within sight visibility triangles, under the provisions of Section 2-803.13. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood Coral Resort Condominum Association(s): Clearwater, F133767 483 E Shore Drive TELEPHONE: 727-446-3711, FAX: No Fax, E-MAIL: coral483@aol.com Neighborhood Clearwater Beach Association Association(s): Clearwater, F133767 100 Devon Dr TELEPHONE: 443-2168, FAX: No Fax, E-MAIL: papamurphy@aol.com Presenter: Wayne Wells, Planner III Attendees Included: City Staff: Wayne Wells, Neil Thompson, Scott Rice, Ann Blackburn Applicant/Rep: John Landon, The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 4, 2005 - Page 37 0 0 1 . Prior to building permit: 1. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) 2. A separate right-of-way permit will be required for all work (including landscaping) within the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). 3. 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 reclaim water meters. (No meters shall be located within any impervious areas.) 4. Ductile iron pipe must be installed between any tap and water meter. Ductile iron pipe must be installed between any tap and backflow preventor device. At least one joint of ductile iron pipe shall be installed on the service side of any backflow preventor device. 5. Use of concrete thrust blocks is not permitted, use mechanical restraints only. 6. Backflow prevention device shall be per City of Clearwater Contract Specifications and Standards only - refer to Index #405 for approved backflow prevention devices. 7. Maintenance easements shall be executed and recorded w/Official Records Pinellas County prior to issuance of a building permit. Easements shall be perpetual and be binding upon successive property owners. 8. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . Prior to CDB: 1. Underground Vaults are not allowed as water quality facilities and are permittable only if specifically approved by the City Engineer. Provide justification for an underground vault. 2. In the event that an underground vault is approved, an oil and grease separator or comparable treatment system to capture automobile pollutants will be required. 3. Details and a cross-section of the vault must be submitted. Prior to Building Permit: 4. A vault maintenance schedule must be submitted to include an event following post-construction and at least on an annual basis thereafter. Fire: 1 , ***PLEASE NOTE*** REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION. This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. Please acknowledge PRIOR TO CDB. 2 . Remove fire hydrant from fire sprinkler line. Hydrant must be on separate line. Please show correction on site plan PRIOR TO CDB. 3 . Show location of FDC on site plan PRIOR TO CDB. 4. Where underground water mains and hydrants are to be installed, they shall be installed completed, and in service prior to construction as per NFPA-241. Please acknowledge PRIOR TO CDB. 5 . Property to be protected by a fire sprinkler system as per NFPA-13. Please acknowedge intent to comply PRIOR TO CDB. Harbor Master: No issues. Legal: 1 . No issues. Land Resources: 1 . No Issues. Landscaping: Development Review Agenda - Thursday, August 4, 2005 - Page 38 1 . A Comprehensive Landscape Program (CLP) application has been submitted, but it is unclear what landscaping requirements are being requested to be modified or waived. Advise or eliminate CLP application. 2. Required landscaping must be contained on-site. Any landscaping in the rights-of-way will require approval and permitting from Engineering. 3 . Per Section 3-1204.H. Plants in the sight triangles must be installed in accordance with the requirements in Article 3, Division 9 to minimize traffic hazards. Revise. 4. Irrigation must meet the City Code per Section 3-1203.C. Adjust plans to show 100% coverage, rain sensor, automatic timer, etc. 5 . Landscape Plan does not show the sight triangles as described in Article 3, Division 9, on Poinsettia Avenue. Revise the plan to show these triangles at the driveway intersections. 6. Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. Curb on-site the edges of both driveways. 7 . Proposed trees south of proposed driveway on Poinsettia Avenue interfere with proposed utilities. Revise. 8 . Per Section 3-1202.13.1, Code requires trees must be 10' in height and 2 1/2" caliper at planting, ornamental trees can be 8' in height and 2" caliper and palms must be 10' clear and straight trunk at planting. Make changes in Legend on Sheet L1. Parks and Recreation: I . A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562-4824. Stormwater: 1 . 1. Stormwater management facility must recover by gravity or natural percolation. 2. Use of a pump recovery system will not be permitted. 3. If designer is concerned about the relative high elevation of the stormwater system on East Shore Drive, we would suggest that the storm system on Poinsettia Street be explored, as this may be a couple feet lower than the East Shore Drive system. 4. Provide additional grading on plans, including offsite topography, to provide assurance that project will not adversely impact adjacent properties. All of the above to be addressed prior to CDB. Solid Waste: 1 . That dumpster service no larger then 4 cubic yds be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy. Please contact Tom Glenn - 727-562-4930 Traffic Engineering: 1 . Provide typical angle in degrees for angled parking spaces. 2. Relocate column away from the parallel parking space for better manueverability. 3. Provide accessible routes from public sidewalk and handicap parking aisle to elevator without compelling user to walk or wheel behind parked vehicles. All of the above to be addressed prior to CDB. Planning: Development Review Agenda - Thursday, August 4, 2005 - Page 39 ~ I . Show required sight angles for the driveway on Poinsettia Ave on Sheets 3/5 and L1. 2. Show on Sheets 3/5 and L1 the location of the required sidewalk from the eastern stairwell. 3. Provide reduced building elevations - four sides of building with proposed colors and materials to scale (8 % X 11) (black and white and color rendering, if possible). Provide at least one color version of the elevations to Planning for presentation purposes to the CDB; prefer all 15 copies of the elevations to be in color. 4. Any proposed signage must meet Code requirements. The Comprehensive Sign Program is not available for residential projects. 5 . Section B, Description of Requests, indicates the Termination request is for an existing 10 unit hotel. Occupational records for the City only indicates eight units. Revise. 6. Unclear as to the purpose on Sheet 3/5 of the "12' setback" dashed line. The required front setback is 15 feet. Unless there is a purpose for the "12' setback" dashed line, remove (alternative is to provide a "15' setback" dashed line). Staff will not support a reduction of either front setback, when coupled with the side setback reductions and the non-consolidation of lots, produces a building mass and strucure out of scale and character with the surrounding area, nor furthers the goals of the Marina Residential District of Beach by Design. 7 . Trash staging area is within, and blocks, the driveway. Revise. 8 . Staff will not support a site and building design with a zero side setback, nor will we support any side setback reduction. Due to Building Code requirements, the proposed setback produces a design with blank walls on the north and south sides of the building, inconsistent with many of the criteria under which this project is being reviewed. This site needs to be combined with adjacent parcels to provide a parcel size and width to accommodate an appropriate site and building design for this Marina Residential District of Beach by Design. The Marina Residential District calls for "significant lot consolidation." This is.only one, small lot. 9 . Will not support the Termination of Status of Nonconformity for density, as the site and building design produced is inconsistent with many of the Flexible Development criteria and with Beach by Design, and is being reviewed in conjunction with the requests to reduce the lot area and lot width for attached dwellings. 10. Recommend providing two parking spaces per unit. 11 . Elevation sheets - Provide the scale at which these elevations are drawn to. Provide a dimension line with the height of the building from BFE to roof deck, the height of the proposed parapets (from roof deck), the height of the elevator/stair towers and the height of the open pavilions (from roof deck). Depict on the black and white elevations the proposed colors of the exterior surfaces. 12 . Proposal is that there is 12 feet, 8 inches floor to floor. Provide the justification for such floor to floor height and why it can't be closer to 10 feet floor to floor. 13 . Provide on Sheet 3/5 the building dimensions. 14. A Comprehensive Infill Redevelopment Project application form has been filed. However, it is unclear why, as the proposal only needs to fill out a "Flexible Development" application form to permit attached dwellings. Revise. Development Review Agenda - Thursday, August 4, 2005 - Page 40 L 15 . Provide DETAILED ND SPECIFIC responses to the Flexible Development criteria for "attached dwellings" in the Tourist District as to HOW this proposal complies with the criteria: 1. Lot area and width: The reduction in lot area will not result in a building which is out of scale with existing buildings in the immediate vicinity of the parcel proposed for development; 2. Location: The use of the parcel proposed for development will not involve direct access to an arterial street; 3. Height: . a. The increased height results in an improved site plan or improved design and appearance; b. The increased height is necessary to allow the improvement of off-street parking on the ground floor of the residential building; 4. Setbacks: a. The reduction in front setback contributes to a more active and dynamic street life; b. The reduction in front setback results in an improved site plan or improved design and appearance; c. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; d. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; 5. Off-street parking: a. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building for storage or other non-parking demand-generating purposes or that the nature of the individual dwelling units and their location is likely to lead to dependency on non-automobile modes of transportation; b. Off-street parking within the footprint of the residential building is designed and constructed to create a street level facade comparable to the architectural character and finishes of a residential building without parking on the ground level. 6. The design of all buildings complies with the Tourist District design guidelines in Division 5 of Article 3. 16. Section B - Description of Requests narrative - This area of the beach, the Marina Residential District, was recognized as having small lots with aging developments that are nonconforming to setbacks and parking and lack any cohesive styles or development (with little to no landscaping). The goal is to change this existing character, not replicate it. This project does not consolidate properties. This project does not guarantee nor facilitate that adjoining properties will redevelop in a fashion consistent with this proposal's zero side setbacks. What is clear is that this is a "stand alone" project, and its "function" is an outgrowth of the size of the property and the desire to maximize the development on this small lot. 17 . A Comprehensive Landscape Program (CLP) application has been submitted, but is unclear why. The application does not state what landscape requirements are being asked to waive or modify. There is no perimeter buffering required in the Tourist District, there is no interior landscaping required and the proposal provides the foundation landscaping. Remove the CLP application. 18 . General Applicability criteria #1 - Disagree that the bulk and massing of the building is being managed and broken down through architectural articulation of the facade. There is NO articulation that has been done to either side of the building, since it is proposed at a zero setback and the Building Code requires a blank wall. The public will see all four sides of the building, not just the east and west front sides of the building. There is NO vertical or horizontal stepping of the elevations on the north or south sides of the building. This project will not further the goals of the Marina Residential District, as there is NO significant lot consolidation in order to do any of the items listed. 19. General Applicability criteria #2 - Disagree with the ascertion that this will encourage like development on the adjacent properties. The Marina Residential District encourages significant lot consolidation in order to produce buildings of a high quality with vertical and horizontal stepping and architectural articulation, none of which is evident in this project. The difficulty encountered with implementing any of this in relation to adjacent properties is due to the fact that the project has been. designed with a zero side setback and amounts to a self imposed hardship. Development Review Agenda - Thursday, August 4, 2005 - Page 41 20. General Applicability criteria #5 - Staff is unaware of any "multiple pr=ojects being developed on a similar scale." Detailed side fenestrations are not possible with this project due to the fact that it entails only one small lot and not "significant lot consolidation" as Beach by Design calls for, where such fenestration and architectural articulation through vertical and horizontal stepping would be possible. This project is inconsistent with the character envisioned in Beach by Design for this area. The murals on the side of the building are an attempt to make the otherwise blank wall appealing, the opposite of could be possible through significant lot consolidation and good architectural design. 21 . General Applicability criteria #6 - This proposal does not minimize visual effects due to the design of this project with zero side setbacks requiring large blank walls, but rather its design creates a visual effect of a bulky and massive building with little visual appeal. 22 . Comments on the responses to the Comprehensive Infill Redevelopment Project criteria (applicant needs to rather address the criteria for "attached dwellings" - - The hardship is self imposed with regard to the size of the property, as the project does not further the goal of the Marina Residential District by not being consolidated with additional adjacent properties. This "hardship" then lends itself to a site and building design that cannot meet setbacks in order to provide good design through building articulation with vertical and horizontal stepping. - The adjoining properties would probably see an increase in value through the construction of a single dwelling unit. - The design of the project on one small lot does not promote transitioning this area to residential uses by not furthering the goal of the Marina Residential District for significant lot consolidation. - Staff does not find the proposal compatible with the area. Other: No Comments Notes: To be placed on the 9/20/05 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 8/11/05. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, August 4, 2005 - Page 42 i Community Response Team Planning Dept. Cases - DRC Case No.Meeting Date: 8)11(5 Location: ?0 I ??-?1C? ?) r b'! ? Current Use: ? Active Code Enforcement Case no yes: ? Address number es (no) (vacant land) ? Landscaping (yes) ? Overgrown (yes) no ? Debris (yes) ? Inoperative vehicle(s) (yes) no ? Building(s) (good) (aia (poor) (vacant land) ? Fencing (none) oo) (dilapidated) (broken and/or missing pieces) ? Paint (good) (fair) oa) (garish) ? Grass Parking (yes) no) ? Residential Parking Violations (yes) n?) ? Signage (none) ok (not ok) (billboard) ? Parking @0) (striped) (handicapped) (needs repaving) ;erl Dumpster (enclosed) (not enclosed) ? Outdoor storage (yes) (Q Comments/Status Report (attach any pertinent documents): Date:7b ( Reviewed by: N'k V1 QC, Telephone: 4'7c-)r7 Revised 03-29-01; 02-04-03 10 , Division of Corporations Page 1 of 2 171 { Zi?7f7Zi1 Jt?7 i`(?. "?:bl'.?.c Tj{??i , 1?ylT/r/$ fie T'..:?..-..- { Florida Limited Liability H & G L.L.C. PRINCIPAL ADDRESS 151 SAIL FISH AVE TARPON SPRINGS FL 34688 MAILING ADDRESS 151 SAIL FISH AVE TARPON SPRINGS FL 34688 Document Number L04000067372 State FL Last Event AMENDMENT Total Contribution 0.00 FEI Number 412154157 Status ACTIVE Event Date Filed 01/05/2005 Date Filed 09/13/2004 Effective Date 09/06/2004 Event Effective Date NONE Registered Agent Name & Address HUGHES, FRANK C IV 151 SAILFISH AVE TARPON SPRINGS FL 34688 Manaizer/Member Detail Titl Add e ress Name & HUGHES, FRANK C IV 151 SAILFISH AVE MGRM TARPON SPRINGS FL 34688 http://www.sunbiz.org/scripts/cordet.exe?a1=DETFIL&n1=LO4000067372&n2=NAMFVVD... 7/8/2005 14Division of Corporations Page 2 of 2 Annual Reports Report Year IF- Filed Date zoos 05/05/2005 Previous Filing Return to List ( Next Filing View Events No Name History Information Document Images Listed below are the images available for this filing. 05/05/2005 -- ANNUAL REPORT 01/05/2005 -- Amendment 09/13/2004 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT 'Corporations Inquy F Corporations t3elp http://www.sunbiz.org/scripts/cordet.exe?a1=DETFIL&nl =LO4000067372&n2=NAMFVID... 7/8/2005 11 0 0 CITY OF CLEARWATER z?a i`yPLANNING AND DEVELOPMENT SERVICES -. MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 PHONE (727) 562-4567 FAX (727) 562-4576 CASE SUMMARY OCL9067531 427 POINSETTIA AVE NICKY MOTEL APARTMENTS 62-02-075554-85, Lic: 02864, Bus phone: (727) 442-8009 PEOPLE Role: Business Owner NICKY MOTEL APARTMENTS PHONE: (727) 442-8009 427 POINSETTIA AVE FAX: No Fax CLEARWATER, FL 33767-2025 FEES C% "? Assessed Amount Amount Paid Balance Due ' LICENSE FEE - RENEWAL $255.95 $255.95 $0.00 Total $255.95 $255.95 $0.00 0= PATIONAL LICENSE 9".2- 0 Category Quantity 091000 RENTAL UNITS 8 ACTIVITIES Date 1 Date 2 Date 3 Issue License - RENEWAL 9/2/1998 FY 98-99 license Issue License - RENEWAL 9/27/2000 Issue License 9/23/1997 Issue License - RENEWAL .Issue License - RENEWAL 8/23/2001 01-02 Renewal Notice 7/25/1997 7/97 BATCH Renewal Notice 7/28/1998 - 7/98 BATCH Renewal Notice 7/21/1999 7/99 BATCH Renewal Notice 7/18/2000 7/00 BATCH # Employees 0 Done Disp By DONE DAH DONE Roberta Gluski DONE Janet McMahan DONE RRP r:\Forms\I nfoS u m ma ry. rpt 000%7531 427 POINSETTIA AVE Renewal Notice 7/01 BATCH Renewal Notice FY 02/03 BATCH Issue License - RENEWAL 2002-2003 Renewal Notice 03/04 `spae License - RENEWAL 2003-2004 Renewal Notice 04/05 Issue License - RENEWAL 2004-2005 • • 7/25/2001 7/27/2002 8/20/2002 7/11/2003 8/20/2003 7/26/2004 8/18/2004 DONE DONE r:\Forms\I nfoSu mmary. rpt Pinellas County Property App0r Information: 08 29 15 16434 002 06 Page 2 of 5 08 / 29 / 15 / 02592 / 002 / 0040 08-Jul-2005 Jim Smith, CFA Pinellas County Property Appraiser 11:23:49 Ownership Information Non-Residential Property Address, Use, and Sales UOLTSIS, PANDELIS A OBK: 10435 OPG: 1374 UOLTSIS, NIKI 427 POINSETTIA AUE CLEARWATER FL 33767-2025 EVAC: A EUAC Comparable sales value as Prop Addr: 427 POI NSETTIA ST of Jan 1, 2004, based on Census Tract: 260.02 sales from 2002 - 2003: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 3 /1,999 10,435/1,374 160,000 (U) I 1940: Book 023 Pgs 045- 0 /1,979 4,922/ 171 160,000 (0) I 0000: Book Pgs - 0 /1,978 4,76812,007 130,000 (0) I 0000: Book Pgs - 0 /1,976 4,489/1,813 95,000 (0) I 2004 Value EXEMPTIONS Just/Market: 425,000 Homestead: YES Ownership % 1.000 UAL ADDED OVER CAP Govt Exem: NO Use %: .260 Assessed/Cap: 370,200 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 345,200 Agricultural: 0 2004 Tax Information District: Cu Seawall: Frontage: Clearwater View: 04 Millage: 22.9694 Land Size Unit Land Land Land Front x Depth Price Units Meth 04 Taxes: 7,929.04 1) 50 x 115 32.00 5,785.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2004 taxes will be : 5) 0 x 0 .00 .00 9,187.76 6) 0 x 0 .00 .00 Without any exemptions, 2004 taxes will be 9,762.00 Short Legal BARBOUR-MORROW SUB BLK B, LO T 4 Description Building Information http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 7/8/2005 . Pinellas County Property Apper Information: 08 29 15 16434 002 0 Page 3 of 5 08 / 29 / 15 / 02592 / oat / 0040 :01 08-Jul-2005 Jim Smith, CFA Pinellas County Property Appraiser 11:23:46 Commercial Card 01 of i Improvement Type: Motel/Hotel < 4 St Property Address: 427 POINSETTIA ST Prop Use: 313 Land Use: 39 S-trucTural E1_omE3nTs Foundation Spread/Mono Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Built Up/Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Wall/Floor Furnace Fixtures 30 Bath Tile Floor + Half Wall Electric Average Shape Factor Rectangle Quality Average Year Built 11950 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aromas Description Factor Area Description Factor Area 1) Base Area 1.00 3,077 7) .00 0 2) Upper Stry Base Area .90 1,271 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial ExTra FsaTursS Description Dimensions Price Units Value RCD Year 1) ASPHALT 2000SF 1.50 21000 3,000 3,000 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 3,000 Map With Property Address (non-vacant) Fiwl ? T Pq M L----%i http://pao.co.pinellas. fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 7/8/2005 Pinellas County Property App r Information: 08 29 15 16434 002 0 Page 4 of 5 E (i 5 I Tlk E AY MAND V 4S4 il?EJTIA S 443 OINSETTIA EAST .AY S7 SNORE 447 ANGALAY EAST ,SHORE AVE x EAST SNORE t?AA1% AY ,AP.A'PbkP Y 5 t EAST i t .~ HARE M0 A OIIN" TIA ` 0INSET TIA ST EAST; SHORF o 423 ' ` EAST' OItJS?TTiA SHORE r 425 `' MAN D A L A Y AVE r .......................................... r 423 t EAS f3IN5TTIA SHORV AN OALAY E .............................. ._....... , tE , CANS- TIA _ , ,. • Y EAS or SHORIr AVE ; IANt LAY U3T , ` ? AVE SORE L J l 397 ! F? 4 SNC1R t 114 U EAST ` AVE Al` SHORE 0 EAS 411 A-ft 387 0IINSET TIA SHOP r MANDALA.Y ? ST ? 4tJ3r 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=l &c=1 &r=.16&s=4&t3=1 &u=0&p... 7/8/2005 ` i t, As Cc tuit:y groper y A pp, ar T his€madon: 0K . 9 5 10 G 14 LAQ 01 'age of 5 Parcel I f o r .a tion , r~ ~ v .r- f • O I W ITNAfI.P~w~. SITS PLAN ,AN z~o.~. o,~osq E ~5 EA SE # T CA CASE TYPE DRC DATE _ k o S' CDB DATE r' SIGNATURE~a~~J~a DATE I PLAN INDEX re ~ re or. 1. COVER SHEET ~~n, PROJECT 1,!~7~en 2. EXISTING CONDITIONS iti ~ LOCATION 11}.. ' 7~r wi i~~ S. FINAL SITE PLAN 11~ ~aym nl-'SC: ~vy ~ i ~ 1 i 4. STORMWA TER DETAILS x' i ';U~ ~ ...J F ~h t' a~ ~ } ~ ~ ~ i~ y r~ . 1 ~~mirr:~~:,. i. ~ f ~,d •;2r' d• E ;/Da :P4+41 1 ~ I 5. DETAILS 1 t I i : • ~ 5 I i I,>, I i;~,_..titi ,A -r! YYn .rapes e:::::_~ ...~,~._.....4 ClauWalar ,.~.(~'.~ud. _ 0/ ~ l~~ ~ I . s , ,y. I re are i - S/ TE DATA ~y . ( j.. f -.1. ~a PARCEL ID#'S: 08-29-15-02592-002-0040 ZONING: TOURIST DISTRICT LAND USE; RFH ~ Dvvan Or GROSS SITE AREA: 5,725 SF {0.13 ACRES) ~ , . ~ EXISTING UNITS: 10, PROPOSED UNITS: 4 . , a li 1, ~ BUILDING HEIGHT CALCULATIONS; ROOF LEVEL (58'-4" ABOVE FLOOD ELEV.) PARAPIT (61'-4" ABOVE FLOOD ELEV.) STAIR TOWER 70'-4" ABOVE- FLOOD ELEV. ~~.I+ i r ( ) ` MAX F.A.R.= 1.0 30 DWELLING UNITS~ACRE) an an oree ssoc a es nc, I~ ~11C, ~ PROP. F.A.R.= 4 UNITS (30 UNITS/ACRE) -t~, MAX LS.R.= 0.95 ~ . PROP. LS.R.= 0.87 BUILDING SETBACKS: FRONT - 10-15 FT. I ~k~ - ~ SIDE - 10 FT. ~ rr~'" w 1 y. j ,py, w~ . 'd„~ ~ `k7"~ REAR - 20 FT. 31622 U.S,19 NORTH PAL~~1 HARBOR, FLORIDA 34684 EXISTING CONDITIONS: , ~ x ~ a ~ ~ 4. ~ ~ ~ Phone (727)789-501~~ ~ FAX (727)787-4394 ~ ~ e a }k,r ~ ' "~i~rt'~r~' Iw• WEB; UVIIVW:LMAE TOTAL IMPERVIOUS AREAS - 4,805 SF (83.9%) 1 _ / BUILDING AREA 3 079 SF (53.8%) VEHICULAR USE AREA 158 SF (2.8%) TOTAL OPEN SPACE - 920 SF (16.1 , ~ ~ ~ ~ PR ''ECT PROPOSED CONDITIONS• ' ~ ,.LOCATION :ri - ~ ~ .r f. ~ .TOTAL IMPERVIOUS AREAS - 4,950 SF (86.5%) ~ r ~ , a ~ ~ r . BUILDING AREA 4,432 SF {77.4%) y, r~ m ! ~ ~ ~ dl: `e J4t~~ ~ VEHICULAR USE AREA 439 SF (7.7%) t;~. 4 _ . ~ Y~,~. ti TOTAL OPEN SPACE - 775 SF (13.5%) x ~ ~ ~13~ „N~ ,1, r~~ j~. ^y~_ r, .`L , ~~y? r~i , DOFF-SITE IMPERVIOUS AREA DECREASE FROM: 1,819 SF TO 985 SF (45.8% DECREASE) ~ ~ 1 11 F 1: ~k~~fN .y I~ ~1'~,?B.. ~ ~ 'til, t a'• ' ' ~j: y Nj .x + i' 1 7 J ~ r. p. '7~ ~ r ~ a a •1 i , t ( .1. PARKING REQUIREMENTS: 1.5 SPACES PER UNIT ~ 4 UNITS = 6 SPACES REQ. j;~~y ~ ~ ' f:, i' PARKING PROPOSED: 6 SPACES (INCLUDING 1 H/C) ~ ~ ~ r,r a.. I1 , P 6V: UTILITIES: WATER -CITY OF CLEARWATER FIRE PROTECTION -CITY OF CLEARWATER SEWER -CITY OF CLEARWATER ELECTRICAL -PROGRESS ENERGY TELEPHONE - VERIZON FLOOD ZONE: THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE" EL. 11.0 AS DEPICTED ON FEMA FLOOD INSURANCE A SURVEY OF; LOT 4 BLOCK B BARBOUR- MORROW SUBDIVISION, AS RECORDED IN RATE MAP: 12103C 0102G DATED SEPTEMBER 3, 2003 PLAT BOOK 23, PAGE 45, OF THE PUBLIC RECORDS OF PERMIT TYPE NUM6ER APPRDVED . PINELLAS COUNTY, FLORIDA, • CITY OF CLEARWATER • SWFWMD EXEMPTION TREE PERMIT NPDES REVISIONS REVISION DATE COMMENTS ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE INI M MUM STANDARDS SET FORTH IN THE CITY OF CLEARWATER LAND DEVELOPMENT ZONING AND OR RE / LATED ORDINANCES AND SPECIFICATIONS AS APPLICABLE. NOTE TO C COPYRIGHT 2005 ONTRACTOR: TREE BARRICADES & EROSION .CONTROL MEASURES ALL RIGHTS RESERVER ABOVE-GROUND OR UNDER-GROUND UTILITIES MAY BE IN THE AREA OF REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN Tendon, Moree & Aseaoistes, Inc. INTACT THROUGHOUT CONSTRl1CTI~N FtvcRnnrur,~~nlr Inlrn np rnu I loc rn THIS PROJECT -PROCEED wiTH r_AUTrnN - CAI I "CI INCUTN~ CTDT~ ~F inn In 1W WIN I MILVI\L I %j E',,E ne copying thls document In anymoanor MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH " ut the oxpressed consent of LANDON, ONE CALL (1-800-432-4770) AND THE UTILITY OWNER(S) BEFORE de ASOCIssed INC. hall 6e prosecuted MAY INCLUDE CITATIONS AND OR PERMIT REVOCATIO / N AS PROVIDED BY e hrll extent of the law. THE CITY OF CLEARWATER LAND DEVELOPMENT CODE. BEGINNING WORK, PROVIDE OWNER WITH CODE NUMBER OF PROJECT. -DO NOT COPY OR REPRODUCE- T. 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A~6.&..,w~Y~~~Ld~{ • ~ ~.,.:em.~isSt ~ sR' r'r : I ,~~.;r~, ,,t... , ~ ~ ~ , ~ .v ~ ~ ,1 f. r;4 , azo~c °Iis W o` n •J~ ~n DEMOLITION NOTE: PRIOR TO ANY DEMOLI110N, CONTRACTOR MUST NOTIFY THE PINELLAS COUNTY ENVIRONMENTAL MANAGEMENT `o F ~ DEPARTMENT IN WRITING AT LEAST 10 WORKING DAYS PRIOR TO DEMOLITION, THE CONTRACTOR CAN DOWNLOAD THE ~ ZH o¢ e W ~ a NOTIFICATION FORM `AND OBTAIN ADDITIONAL INFORMATION FROM THE FOLLOWING WEB SITE: DEMOLITION NOTE www,pinellascounty.org/environ/asbestos/asbhome.htm OR CAN CONTACT THE DEPARTMENT AT: ENVIRONMENTAL O H o MANAGEMENT, AIR QUALITY DIVISION 300 SOUTH GARDEN AVENUE CLEARWATER, FL 33756 (727) 464-4422 A COPY OF THE ASBESTOS SURVEY IS TO BE MAILED ALONG WITH THE NOTIFICATION FORM. ALSO, AN ASBESTOS SURVEY IS CONTRACTOR TO DEMOLISH AND REMOVE ALL INFRASTRUCTURE z z a, REQUIRED TO REMAIN ON THE JOB SITE DURING THE ENTIRE DURATION OF THE DEMOLITION. WITHIN THIS SITE. BUILDING DEMOLITION TO 8E IN ACCORDANCE WITH PINELLAS COUNTY AND THE CITY OF CLEARWATER, Z a 01n W J J N o~ v Ma STORMWATER POLLUTION PREVENTION NOTES N NOTES - , r,,;:. NOTES; 1. The contractor shall at a minimum implement the stormwater pollu4lon prevention measures as ahc neasures as shown In thla plan set ~ ~y ~ , ~ ~r, ~ ~ ` u~,, on ponds, control structures, tree ' m,. ~ ~ tD ~ GRAPHIC SCALE 1.) CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO REMOVING These measures moy Include, but not limited to, the construction of retention/detention ponds, contra ANY ABOVE OR BELOW GROUND UTILITIES. borrlcodes, and silt fences. ~a o s to 20 40 2. SAW CUT EXISiING EDGE OF PAVE N 2. In addition to the measures shown in thin Ian set the contractor shall take all necessar and r~ ME T PRIOR TO REMOVAL OF ANY CURB P Y P OR PAVEMENT, to reduce erasion and aedlmentation to both on-site and off-site surfoce waters, lakes, and wetlands acessary and practical measures in order r: ~ ~ sa, and wetlands. These measures may " include, but not Ilmited to, hay bales at stormwater inlets, floating turbidity barriers, hay bale dlkea, gay bale dikes, stabilization of steeps 3.) CONTRACTOR SHALL INSTALL HAYBALES OVER ALL EXISTING 0'N-SITE INLETS, grades with sodding ar seeding/mulching, site entrance/e><It control stabilization with gravel, temporar, ( IN FEET) berms, travel, temporary sediment basins and ~ 1 ~t . ' ~ l~ ~ 6~ ~ r i inch = 10 ft, ~ 4.) EROSION CONTROL SHALL REMAIN THROUGH THE ENTIRE CONSTRUCTION PROCESS. OO,,,,` 3. In addition to the measures shown in thts elan set. tha nentrertnr shnll tnka nil naraaanr~ rand nn araaanr~ and nrnrflnnl manr~urac In nrdar :l y.~~ _wf~~~~'~ 4.) ALL EXISTING ON-SITE TREES TO BE REMOVED. to reduce airborn transportation of sediments.r These measures may include, but not Ilmited~to, site limited to, site watering and additional silt fence Installation, 4,) ALL EXISTING ON-SITE TREES TO BE REMOVED. 4. The contractor shall at a minimum inspect the above referenced measures at least once a week a once a week or within 24 hours after COPYRIGHT 2005 0,25 inches of rainfall. An inspection report shall be completed for each Inspection. An permit viol o ALL RIGHTS RESERVED corrective measures taken shall be noted This report h Any shall l be given to Landon, Morse & Assoc., Inc, Any permit violation shall be noted and S D & Assoc., Inc, after construction H [Anpna,~,copyng ndon, Moree & Associates, Inc. completion, this document in any manner without the CLEARWATER BEACH FLORIDA d consent of LANDON, MOREE & ASSOCIATES, INC r 5, The cost of implementing the above measures are to be included within the contactors contract w l be prosecuted to the full extent of the low. ,tors contract with the developer. E -DO f NOTCOPY OR REPRODUCE - RANGE 15 154ST SECTION ! EXIS TING C ONDI TIONS T OF5 1 ASPHALT ASPHALT GRAPHIC SCALE OR OR 10 0 5 10 20 4D CONCRETE CONCRETE 5% 39; r- 1i ' IN FEET ASPHA ( ) ASPHALT ASPHALT linch = 10 ft, 0 12" DURASLOT 12" DURASLOT MIN. WITH 6" SLOT MIN, MIN. WITH 6" SLOT MIN, CONCRETE CONCRETE 6" MIN, 6" MIN, I NOTES: I 1) CONTRACTOR TO INSTALL PER ADS INSTALLATION PROCEDURES, W 2) CONTACT ADS FOR INSTALLATION MANUALS AND ORDERING INFORMATION. Z J o: W W W z' Z SECT/~N A-A SECTION B-B I N.T.S, N,T,S. W a ~ L W ~n ~ ~ e' o; ~ 2 EXISTING BUILDING I ~W>-N-OZUI ct: W W ~ i FF = 5.54 II a ~ Q ~ ~ ~ ~ I ~ ~h I~ h~ , I I O O h/ >Y/ ~ ~ ^ I ~ ~ I W ~ „ W W Z I I°~ I I Z J I ~ z h ~ J v ~ ~ O ~ ~ W PROPOSED 5 FT. ~ N ~ ~ ~ I I w Q I OPEN GRATE ~ ~ MAINTENANCE EASEMENT EXISTING BUILDING 11LDING I~"' ~ 3 INLE INV, 3.05 ~ ~ ~ ~ Q ~ s~ 4 PVC (C-900) PROPOSED DUMPSIER FF = 5.75 x.75 ~ I I I I I i ~ W iv CONNECT INTO TAGING LOCATION ON PROPOSED 0 FT. ~ m ~ ~ Q INTERNAL SPRINKUOi 18 FT. WIDE DRIVE AISLE SIDE SETBACK ? h 00 I I W rn = ~ _ I 3 ~ -------=""--•.r ti ~ ,r FCM 4" N I o o c~ • FI 5 8 h yea P ~ ~ M ~ ok ~ ~e 1113 LF OF ADS TRENq{ DRAIN I fl WEST N 89 50 51 E (M 11 .74 P e 15,51 M ~ ~e~ ~ ~ ~ y 0 O.OfE INSTALL PER ADS ~ W SPEgFiCATIONS FOR I ~p ~ ~ 6h ~ ~ -u~F• ~ a 5 ~ 8,00 .f m ~ vd~ 6A , T g e oo w, ~ x` ~ H-~29 EEL LOADING 3 r ~ ~ s ~ ~ i ~ 5, I p, s~. r r 0~ r i lP "f ' h+ i,~~ i ~ i ~ ~ nt r~1 U' r , ~r W v ~~^tv~'' ~ w- r , ~ are k I p ~1 tt t ~ I .,~4~.~a,,! ; ~.~Iq~, s ` h ~y ~ n , ~ x,10 0' r' 'r I ' I I e~ ~'j '.i PROP, FD ° ~ r ~ ~ • ~ ~ ~ ~ ~ 12,0 1 U' OF AD TRENCH DRA!!'.. , , , f ° ,0 I I 4 c ~ NE WAY" I ~ ~ ' r <<:,rr sso ~ e" ~ / @ 0.0% INSTALL PER ADS SIGN , ~ ,F a a ' ' ~ ' 5 ~ 1 ,0 SIGHT VISIBILITY ~ t, "DO NOT ~ TRIANGLE ~ `r~ D I,~» ~ ~ ~ ENTER" SIGN I I SP FICATIONS FOR ~ I ~ r ~ : H-2 WHEEL LOADING ,,4 ~ 24,0', ~ ~ ~ r, ~ o ~~f ~ o$~ ~ PROP. TYPE "F" GRATE INLET ~ r ~ ~ ' W - ~ g 0 ~ " a ~ ~ I ~ ADA SIDEWALK RAMPS ~ O PER FDOT INDEX X304 (TYP,) PER FDOT INDEX X233 yea b, ~ ~ GRATE. EL, ~ ti ~ ~j ~ r~:aHv I h , TOP ¦ 5.1 ~ 5~e ~ ~`'S.78 s.eD ° INV. ¦ 3.33(N ' s~eo U) I 4 ~ ~ ~ ~ ~ s ,5.~0 - STORMWATER ~s ~ QB rn INV, 2,18 (E - VAULT SY5TEM ' 20 4e~ 20~ ~B4 ~ ~ k. ~ ± ~ ~ ~ ;J' ` ~ ° 77 LF 15"HOPE 03,8% '"i Q (SEE SHEET 4j I ~ I d' PARKING GARAGE,' k B ~R , e Z M ' 4 (6 SPACES 4 UNITS).: E39 ST, ,SAN - 4 ~ U W D 5~ 20 lF 1b"HDPE 014,6% ~ W ' ~ 15 0', ,~3 ~ 18 0 ~ ~ 5.50 i'n ~ PROP. 24" ~ J 0 LL ~ 0 • ~ o TOP 8AR WTI I ~ f I , 0 G a ~ y Rt-1 STOP SIGN.• Z ~ ~N N 6~ ~ ~ry 0~ ~ry ~ry Qy~T r T., ~ ~e ,:.i ~ r~- "PVC WA ~ ~ ~ ,;;r,, , r ~N ~ Q O L,I I o a ,r, ~ ~ u SERVICE ~m~ 25 0' : ~ ~a PR7?. FH~ r~ . 1` ~ I O ~ ~a l i,~ f MPST ELEV. I a 0 ~ ~ r r , , ` LOBBY 0 w ~ , g~a ~ bso F,F.=5,82 0' e ta, .,f .r,' CONNECT INTO~EXISTiNG STUB OUT AND V a ~ _ _ _ ~ INSTALL A CLEANOUT. SINCE 1HE LOCAi10N » _ Qe q so ~ N e ~ M OF THE STUB OUT IS UNKNOWN, CONTRACTOR TO r'~ ~ Q 8 PVC (C 900 `l- ¢ WEST (P) e, 89' 61 16 W (M) .e 1`15'.T4'(P).1 5,50 y~' ~ a FlRE UNE' 4 VC SPRINKLER FIP 1 2" ~ Ik~ ELEVATION, CONDITION AND LOCATION OF 1 - W I- EXISTING SANITARY SEWER STUB OUT ~ - -L~NE-(0-99p3---------- PRIOR,TO CONSTRUCTION, I W ~ PROP, SAN, C.O, h' Z J ROP, 4 DCVA PROPOSED 0 FL ¦ h' PROP. SAN. C,0 ~ I l ~ SIDE SETBACK INV. 2,64 INV. ~ 2.35 I I I J - I m_ I PROP, 2" DOMESTIC ~ ~ ~ ~ ETER W BFP 31 LF 8"PVC SEWER LATERAL +Q1.0% W D: o . ~ - I PROPOSED 5 FT. ADJUST SEWER UNE AS NEGESSARY ~ p ~ (OFF 3 WM) ~ I 3 II W Q. ~ N MAINTENANCE EASEMENT 10 CONNECT INTO EXIST. STUB OUT ~ U ~ ~ a o I ~ ~ ~ II ~ z ~ EXISTING ASPHALT PROP. TYPE 'F" GRATE INLET I W ~S tc) 0 ~ 0 PER FDOT INDEX X233 SIGHT VISIBILITY I I I h o I I r vls eluTY f (n ~ h 0 0 TOP ¦ 5.1 TRIANGLE I-~ I h' h' INV. ¦ 3.33(N TRIANGLE I I~~ 1~ ~ I I X - - - W INV, ¦ 219 (N CD / I I I ~ II I ¦ I I ~ I ~ ~ 5 I EXISTING BUILDING I I I I I ~W I FF = 6.27 I I I I ~Z(A v~ ~ y~•0 ~n I I I I W W I • ~ ~ ~e~ o!a-~ I I I I ~ ~N oa i I I I ~ a~ NOTES: I ~~sz zo, 1. A CLEARANCE OF 7.5 FT. IN FRONT AND 7.5 FT. TO THE SIDES AND I ~ II z 4 FT. TO THE REAR OF THE FIRE HYDRANT MUST BE MAINTAINED, II I I ~ ~ w 2. FDC TO BE FREESTANDING AT LEAST 15 FT, FROM THE BUILDING AND I WITHIN 40 FT. OF A HYDRANT. EXFHA ~ ~ i~ c I 3. A CLEARANCE OF 7.5 FT. IN FRONT AND 7.5 FT. TO THE SIDES OF FIRE . DEPARTMENT CONNECTION (FDC)SHALL BE MAINTAINED. II I I 4. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY SIGNAGE ~ { ~ Vi`e``'; THAT STATES "NO PARKING, FIRE DEPARTMENT CONNECTION" AND I II I I ~ ~ w lq , SHALL BE DESIGNED IN ACCORDANCE WITH FDOT STANDARDS FOR I II I ~ « ~.,s I INFORMATION SIGNAGE. 1 ~ , r h1 L~ a ~ j , 5. FIRE PUMP TO BE DESIGNED BY OTHERS. I it ~ ~,9] y?.~ ~,Si~` ~y ~fi~f ~Y,,rtj?~ ~ I~~-3 ",~i~'~~4~ E ,ti~~~i~' ~ ~U~~ ~~A" ~ ,1,/ . ~i ° h~ib4 ~FISA iii q~ 1~9 ~ 'i t Gtl ~4 ~ J~ O ~ 6. ROOF DRAINS TO CONNECT INTO TYPE "F" GRATE INLETS. l7.1. ~ ~ 7 CICTV O~CN['AIT ATTCAi11AT1AA1 r1PA1 II P11"'l lf`?IT Tn n~- nnn.nnr~w na I f. Fir r i r-GMor-111 nI Ir-NUnnvrv r«~tulRtmtlvl IU of rMUVIUtU CT PAYMENT IN LIEU OF". I ii I I I I 8. SEE LANDSCAPE PLANS FOR LOCATION AND MATERIAL FOR ALL COPYRIGHT 2005 LANDSCAPE PLANTINGS. TALL RIGHTS RESERVED 9. BRICK PAVERS TO BE USED FOR PARKING AREA AND DRIVE AISLE , Moree & Associates, Inc. LEAnjwne this document !n any manner without the CLEARWATER BEACH FLORIDA FROM SIDEWALK To SIDEWALK. ent of LANDON, MOREE & ASSOCIATES, INC. r rosecuted to the fall extent of the low. NOT COPY ORREPRODUCE -SECTION TOWNSHIP 29 SOUTH RANGE 15 ~~AST 1 FINAL SITE PLAN r oF3 , ~ ~ L. . SCALE 1 =4 ' ' << ' ~ ; 12 THICK STEEL REINFORCED CONCRETE WALLS. '4 TO STRUCTURAL ENGINEERS P ' ' ~ ~ ' ' . < ; LAN FOR ' , ' PR. FOOT INDEX 233 TYPE "F" STEEL GRATE DETALED SPEgFlCA110NS, ' ; . < ' ' . ' ' ~ , < .l iS2~,THICI~ STEEL. REINFORCC~~pp'CONCREIEI~I'dP ~ ' ~ < ,l ' ' ' ~ G, , TO BE FLU WITH PAVEMENT ELEVAIIQN. ' ~ ~ ' ~ ' ' R~FER,TO STRUCTUITAL~ENOINEER~ PLAN ' 1 ' ' ' ` ' ; < ' ~ 'f; c t ~ FOR QETAILED SPE;q~IC,ATIONS, ' , ' , , ,,1~ l~' ' ' , GRATES SHALL BE REMOVABLE FOR MAINTENAN ~ ~ , ' < t!• ONTROL PANEL I , L ,r, ' y r 1' ~ . PURPOSES. (TYP,) ,G, ~ - 3.5 ,a , ~ 'F i 1 ' 'fG'. SECTI - I,E.¦95. ONBB 36" WETWELL WITH TWO 1 3 HP YERS SUBMERSIBLE PUM S. ' ' SCALE 1"~1' HORIZONTAL. 1"~1' VERTICAL I' ~ SEE DETAIL • .1 . c I UNDERDRAIN CLEANOUT "PVC 1, ' .E.®-Z,S .E.¦-2.5 I.E.¦95.0 " 1/2 PVC DISCHARGE PIPE vaul.T AREA ~ UNOERDRAIN AREA " . ` 2 LF 6 PVC UNDERDRAIN I.E.¦4.0 PIPE 0 OfL SEE DETAIL < , e . , PLACE A WATERTIGHT SEALER •AROUND ALL PIPES 4 I GOING INTO CHAMBER TO PREVENT GROUND WATER OM LEACHING INTO CHAMBER. REFER TO STRUCTURAL C, STORMWATER VAULT AREA ENGINEERS PLAN FOR DETAILED SPECIFlCA110NS. c' <Z ~ ~ ' 15" HOPE I,E.e-0.7 , ' . LAY BRICKS ON TOP OF LJNER AS NECESSAR o: w > - rn - o z N TO HOLD LINER IN PLACE , , ~ PLACE WATER STOPS AT ALL COLD JOINTS BELOW AN h N S" HDPE I,E.¦-O.7 LEVAi10N OF 3.5 TO PREVENT GROUND WATER FROM . IMPERMEABLE LINER MCF 12//1 . ~ ~ 0 0 ACHING INTO CHAMBER. REFER TO STRUCNRAL ENGINEERS PLAN FOR DETAILED SPEgFlCAiIONS. 30 mtl OR EWIYALENT ' ~ ~ h ~ ; ~ I o I'~'<~ ~1'~• ' I d NOTE: PLEASE REFER TO STRUCTURAL ENGINEERS PLAN ~ ~ ~ • ' . 4 , '4~1 I -1.5 V 1 G < J, FOR DETAILED INFORMATION ON THE DESIGN OF VAULT, VAULT ~ ' , ' , ` ~ : ' , ; , ~ , 1.5' 3.G' <I' ' ,ti '1' , "PERFORATED PVC WI1H DRAIN GUARD > ~ > w SHALL BE DESIGNED TO ACCOMODATE AN H-20 WHEEL LOAD, ~ • ~ I v . 1, < 1 1 'y p ~ 't 'L , ~ 1 G 'I ~ ~ ~ 't' • .4 .4 ~ ' Ic ' ' + . , i , l~ . L ~ K ~ ~ ` , < < , ' ` 12',1NI~K S'IEEI. RgNFpR~~pD CON ETE BO~T~M'' . ~ < ' ' . < 4, ' , ~ ' FILTER MATERIAL TAMCO 20/30 SILICA OR EQUIVALENT ~ ~ , ' a r ` ' 'SLAB, DEFER', iO ,STRU~TIlRAL ENgS YPLA~I , ~ ' ' ` ' ~ ~ c 1H UNIFORMITY COEFFICIENT OF 1.5 OR gtEATER & ' ,1 ~ ~ F`OR DE1'AlLEO<SPEgFlCAl10MS, ' r~G. ' ' ' t i , , < y, , ' ' < ' EFFECTIVE gZAIN SIZE OF 0.20 TO 0.55 MM DIAMETER L'''~ ~ L • < ' I ' < 1. ' ~<G 4 cG' c i' < a ,r G c < ~ ~ Icl < SCALE 1 =4 - -4,0 STATION DETAIL o m CONTROL PANEL O W SERVICE DISCONNECT Z rr^^ CONTACT CUSTOM PUMPS & CONTROLS INC. v1 M 813 886 625,e FOR ORDERING INFORMATION " Q - . U.S, FOUND Y ~ ~ BPS-36 ALUMINUM ~ O ~ HATCH COVER \ J = u. ~ . ' ~ W/ 24" x 36" ACCESS Z`. N NOTE. THE BOTTORi OF All ELECTRIC SERVICES AND D STAINLESS STEEL-~- DOOR rr ~ 10.0'. ~ Cp CONTR OL PANEL MUST BE ABOVE ELEVATION 11.0 CABLE RACK i a O V Z 2" PVC VENT ~ ~ ~ N a r O ~Z TOP ELEV. = 5.6 T 0 15.0' ~ ~ V n. W 1211 STAINLESS STEEL RESILIENOTEMOUNT LIFT CABLES SEALING SYSTEM 811 ' 1-1/2" Bail Valve Tru Unlon Schedule 80 PVC TWO (2) 2" CONDUITS 1-1/2" Check Valve TWO (2) 2" Schedule 80 PVC CONDUIT HUBS , t, ! , r! ~ , ' i~ , •~t' ' • ~ • ! ! a , ! ~ ! ~ 1~" TWICK 5 'REIN f~NC~EIE!'TtlP' ~ ! ! ~ 5 !r ,y ~ ~ •l,,SIeA6~'REFER T. 'S WC AL',ENt~N~ER~'PLAN~',;.l,l.~, } ~ a; v ~ ¦ • , ~ ' ' + • FOR 4BxAILED~ $~?~q! CA110t~S. „ ' ~ ~ . ° ' SCALE 1 ¦10 HORIZONT 1 ¦1 VERTICAL ' AL, ! - 3.5 ~W ~ " O WZ ~ obi ! LIFT STATION ANTIFLOATATION CALCULATION: 11 5' INV, ELEV, _ -2.9 8 PVC w y . ~zC ~n 1-1/2" SCHEDULE ~ W ~j `o °n° ASSUMING THE LIFTS lATION IS COMPLETELY SUBMERGED IN WATEE D IN WATER 80 PVC PIPING m ~i oN y xv ! AND HAS 2 OF WATER SITTING IN THE BOTTOM, THE VOLUME OF )CLIME OF PUMP ON ELEV, _ -3.4 ~ ~ y E x AIR IN THE LIFT STATION IS 3.141591.5" 29.5 = 67 CUBIC FEET. 181C FEET. PUMPS TO ALTERNATE ON EACH ~ a~ START UP CYCLE o Z y c THE BUOYA T ~ N FORCE OF THE LIFT STATION IS 62.4 LBS CF 67 •/CF ~ 67 CF BASIN LASS J ~ ~t°CU a° ~ = 4,200 LBS Z °z o~ . ~ 1~~~~~i y ~n THE V OLUME OF CONCRETE REQUIRED TO RESIST THIS BOUYANT F( IOUYANT FORCE PUMPS OFF ELEV, _ -3.9 ' i~' ~3' ; 4u'~ ' k~~~ ~ °d O" IS 4,200 LBS 150 LBS CF = 28 CF, as . ~ 18 i+b '~s 1811 ~ ~ . ; THE VOLUME OF CONCRETE PROVIDED AROUND THE UFT STATION I STATION IS ~ ~a 4 L 32 CF THEREFORE TH LIF 50.0 ~ E T STATION WILL HAVE ADEQUATE BALIA iATE BALLAST. : ' ' ; ' ~ , Myers Madel . r ' ' ~ ` a 1/3 HP, 1/60/115V 1 '''q',',;.;.4 u~. ~ %'~,~y `I ' ;C~ICRETE BALLASj Duplex Installatlan , CO~JCRETE AU.AST ~ 1~ ~a~ ~ ~ ~ 11 TO •~E POURED AROUND TO BE POU~ED ARO ~ 11 ~ ~ rq 18 80'i`TOM OF EN RE . ~ 18 C~ ` ~ ' TL, •~OTTO,~ OF ENTIRE + ii: ~ ~az° c ' UFi STATION ' LIFT STATION ~ b• ~ ~ ~ ~ 15" HDPE • 15 HDPE BOTTOM ' ' ''..4''...~, 'r ;4 • ~ ' ' ' ~ t ~ r;` ELEV, _ -5,9 + - LE,¦-0.7 4 { iii r, . ~ I „~s+ , nc I to 36 1.0 COPYRIGHT 2005 't t' • 12 THICK STEEL N~alcb',OONCR ' eoTOM ' 40u ANTI-FLOATATION RING ` SLAB„ R 170, UCTURAL ENGIN 5 KAN'1 TALL RIGHTS RESERVED EfEtt 0ET LED; gp dFlCATIONM,rr s Landon, Moree & Associates, Inc. % H Anyone copying this document In any manner without the 4'i 'j +e t 't expressed consent of LANDON, MOREE & ASSOCIATES, INC eholl be prosecuted to the lull extent of the law, -2,O -DO NOT COPY OR REPRODUCE- S TORM WA TER DE TA IL S E T OF5 0 4pob ~04~ ~o~~~~~c~ o o ~ 1, All elevations refer to NAVD 88. 29. Place expansion Joints where 4" and 6" concrete abut. 2. The location & elevation of existing utilities are approximate 30. Saw cut existing edge-of-pavement prior to pavement tie-In, as shown and it is the contractors responsibility to determine 31. All desi n and construction must conform to the minimum standards the exact location and elevation of the utilities prior to set own i Clty of Clearwater land development regulations construction (n their vicinity. and or orc~nances. 3. The contractor shall notify the utility companies in the area „ 48 hours before be innin construction. 32. All water pipe 3 or less to conform to the requirements of ASTM 9 9 02241-89, SDR 21, 4. All underground utilit(es must ba installed before base & surface course are constructed. 33. All sanitary sewer manhole rim elevations to match asphalt pavement, POLYBUTYLENE 3/4" GATE VALVE IN ROADWAY- ai in act throw hout 34, S eclal care is to be taken so trees remain unharmed durin NOTESi 5. Required tree barricades must rem nit o maintain tree p g 1. WATER MAINS TD BE ON NORTH or EAST SIDE OF W TUBING 0 construction, Encroachment into or fa lure t construction. R.D. APPROX, 4 FT. BACK OF CURB barricades will result in enforcement action which may include 35. Any areas subject to eros(on (i.e, grassed swales, UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER citations and/or permit revocation, ditches, detention 2, SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SE area ambankmente) must be stabilized with solid sod or other E 3/4" CORP. TA 3' .C.V.D. 3' /4" CORP. TAP 6. All practicable and necessary effort shall be taken during su(table alternative seed and mulch are not acceptable in these areas. SHEET NO. 3), THESE SERVICES TO BE CONSISTANT WITHIN THE SUBDIVISION, DRIVEWAYS construction to central and prevent erosion and transport SHALL NOT BE BUILT OVER METERS of sedi ant to surface drains and to lakes and also to s ndon Mores & Associates Inc. with one m 36. Contractor shall furnl h La ~ 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.) conform with permit conditions. complete set of AS-Built plans upon completion of construction. UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT AFTER SUCCESSFUL COMPLETION OF THE 7. Ali pipe lengths are plus or minus and are measured to 37. All fire hydrants shall comply with the requirements of NFPA 24: TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, center of structures. Inatallat(on of private fire service mains and their appurtenances and with references to NFPA 13 and AWWA Manual 14 per NFPA 1: 4, TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES, .0. .O: I 8. Conflicts between water, storm and underdrain systems to Chapter 6-5 water supply (NFPA Flre Prevention Code), 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4 PVC MAINS, SADDLE IS be resolved by adjusting water Tines as necessary, REQUIRED FOR 2 SERVICE CONNECTIONS TO 6 and LARGER PVC MAINS. LARGEST SERVICE 38. Sanitary sewers, force mains and storm sewers should always cross CONNECTION TO A 4' MAIN IS 1 1/2' and LARGEST TO ANY MAIN IS i?'. 9. All existing Information as provided by survey data prepared under water mains. Sanitary sewers, force mains, storm sewers, and 6. MINIMUM DISTANCE $ETWEEN SERVICE TAPS TO BE NOT LESS THAN 3fi', by EVANS Land Surveying. water mains shall be fold to provide a minimum vertical distance of 18 Inches between the invert of the upper pipe and the crown 10. The contractor shall use extreme caution when connecting of the lower pipe whenever possible. Threaded Corporation Stop Curb Sto proposed sanitary sewer and water mains to existing mains 39. Where sanitary sewers, force mains and storm sewers must cross MUELLER H15008 p IN. ONE JOINT D,I. or structures, Any damages caused shall be the Contractors a water main with lase than 18 inches vertical distance, both the or a roved a ual MUELLER H14350 with Lock Wing and responsibility. sewer and the water main shall be constructed of ductile iron pipe pp ~ q Cor~presslon Inlet or approved equal PIPE OR P,V,C, PIPE TOP ' fIE~ Z'-0"x9'-0" FOR 4" DIP at the cross(n . DIP (s not regwired for storm sewers If it fs (Tap at 45 Angle) 11. Plans are not valid for construction unless sl Hari and sealed ( ) 9 ( gg not available In the size proposed). 5ufflclent fen the of DIP must W/UNIFLANGE. y b o Professional En inset Re istered in Florida. y 9 9 be used to provide a minimum separation of 10 ~eet between any two Joints. All fonts on the water main within 20 feet of the 12. Any discrepancies between the engineering plans, architectural croae(n must f;e leak free and mechanlcall restrained. Saddle If Re wired plena, ar City of Clearwater Munlc(pal Codes shall be brought g y q to the engineers attention prior to construction. 40. All crossings shall be arranged so that the sewer pipe Joints and See Note S the water moan pipe Joints are aquldistant from the point of Water Service Tubing 13. The Contractor shall remove all abandoned utility lines, pipes, crossing (pipes centered on the crossing). ` ~ DrisCOplpe 5100 or Endot/Yardley structures and other sub-terraneon objects to a minimum 41. Where a new pipe conflicts with an existing p(pe, the new pipe shall 'x Blue Jet, SDR 9, 3408 Polyethylene FURNISHED BY P,C,W,S, depth of four (4) feet below grade, or as otherwise directed be constructed of DIP .and the crossing shall be arranged to meet Saddle shall have double ~ by the engineer. the requirements above. stainless steel straps .S,Y. GATE VALVE (2 REQD.) ~ W ~ H (/J H ~ Z N 42. A minimum 10 foot horizontal separation shall be maintained with epoxy Coated 14. All areas of exposed earth resulting from construction between any type of sewer and water ma(n in parallel Installations duetlle Iron body D.C.V.D. -?I activities shall be sodded as directed by the engineer. whenever possible. Water Maln 3/4" TAPS ON SIDE OF O.S. ~ O O Beading and mulch(ng shall be appl(ed only where specifically called for (n the plans and specifications, or where 43. In cases where it is not posafble to maintain o 10 foot horizontal & Y, GATE VALVES-BO LANGED JOINTS ~ ~ ~ specifically directed by the engineer. separation, the water main must be laid (n a sidparate trench or on an undisturbed earth shelf located on one s e of the sewer FACE SAME DIREC110N, ~ h 15. City of Clearwater Utilities Services Branch shall not own or or force main of such an elevation that the bottom of the water .I, PIPE a, ~ ~ z° ~ o d i~ ~ .S? maintain water and/or sewer Imes or facilities on-site, main (s at least 18 inches above the top of the sewer. V! p 7 p 16, All work & clear zones to conform with FOOT Index 700, 44. Where It Is not possible to maintain a vertical distance of 18 Inches In parallel installations, the water main shall be constructed of DIP . INISH GRADE ~ 12" l.? 6" TO 12° 17. Silt fence to be Installed around all areas of proposed and the newer or the force main shall be constructed of DIP (if ~ Q ~ ~ construction. available in the size proposed) with a minimum vertical d(atance of 6 (nches, Joints on the water main shall be located as f r apart 18. All sidewalks to be a minimum 3000 si concrete and 4" as posafble from the Joints on the sewer or force main lpstaggered ' „ ~ C Y J thick except of driveway crossin s where they shall be 6" Joints), ' re(nforced w 6"x6"xNo. 10 w,w~.. / 45. All sanitary sewer mains, laterals and force mains shall have a " CONC, SLAB W/6"x6" N0.10 VNRE MESH o~ ; ~ 3 19. All right-of-way installations will comply with the State of minimum of 36 inches of cover, n.t.s, Florida Utilities Accommodations Guide, 46. All on site PVC gravity sanitary sewer pipe shall be made of material 'ul a or 3 3/4" CORPORATION q q v 3 havin a cell classification of 12454 B 12454 C or 13354 B as °i „ (12" BELOW BOTTOM OF SLAB) Y , 20. All proposed onsite work must comply w(th City of Clearwater defined In ASTM D-1784 and conform Ito the re uirements of SDR Subdivision Regulations and Minimum Testing Frequency q ,e ,i ' 1Y1 ~ ;,p„', Re uirements, 26, Elostomeric gasket Joints shall be utilized. q 47. Ali on site ductile iron pipe shall be class 52 and shall receive t 'a~''' 45' MECH, JOINT ELBOW, BELL-BELL , ! ' ' ' ~ W/RETAINER GLANDS 60TH ENDS. 21. Contractor to verify elevation of existing structures before Interior and exterior bit;minoua coating In accordance with ANSI A Back of Curb 4,, , I • , '''Y beginning any construction activity. 21.6, A 21.6, or A 21.5 , Max. 15' - Mln. 4' or • 48, Pointe of connection for the sanitary sewer lines are to be coot- 18' Mln~ Edge of PaveMent CONC, THRUST BLOCK TO BE POURED ~ ~ ° 22. Disturbed area within the right-of-way will be compacted to 100% dinated with the building plumbing plane. Sanitary service connection IN UNDISTURBED SOIL MIN. ONE JOINT D.I. PIP of maximum density and sodded, locations shown on these plans are approximate. 24' Max. OR P.V.C. PIPE W/UNIFLANGE _ 49. Compaction for ipe backfill shall cam I with AASHTO T-99 100% . Distance Varies Valve Box 23, All draino a structures must be constructed er Florida P p y ( ) 1 LIMITS OF B,F.P,D. ASSY. De artment of Trans ortation Road Design Standards, All 50. Installation Involvin concrete and os halt drivewa In ood condl ion drama a structures must have a minimum inside area of g p y' g t 10 square feet. must be accomplished by jack and bore or pushing. No jetting will be allowed. ' 24. NI manhole and inlet access covers and frames must be 51. Type of sod used to restore owner-maintained area in right-of-way constructed per "Supplementary Details for Manhole and Inlets" shall be coordinated with owner. SIDE VIEW Index No. 201 of the Florida Dept. of Transportation ood Desi n Standards, Jan, 1984 Edition or latest edition . ~ c 9 ( 52. Do not disturb existing underdro(n or storm systems. Underdrains or storms t`ema damaged during construction shall be repaired at E 25, All b ckfill over any pipe storm sewer, water line, sanitary Contrac ors expense, sewer that is to be (Hato ed under roadways ar within the `o 53, No state road- shall be closed without the written ermission of FOOT. I ~ Q embankment, etc. of the roadwayy (s to be compacted par P I De t, of Trans ortation ecifications, Section 125-8, 1991 At least 48 hour advance coordlnatlon (s required, N Mech. Joint Valve NOTE: Z! ~ Edtion (or latest edition P 54. Any portion of a state road that sustains excessive construction ONLY APPROVED -DEVICE MUST BE INSTALLED' LEVEL ~ ~ 26, To prevent any fugitive duet from leaving the site, water trucks related damage, In the opinion of FOOT shall. be repaired at will spray water on all unpaved temporary roadway surfaces contractor expense in a manner specified. by uOT, Kennedy Guardian No, K-81A -PAINT WITH TWO COATS OF BLUE PAINT Q ~ V wo necessa to control duet. Areas not subject to truck traffic, Muller Cent~.arlan` No, A-423 • such asryoadway ahouldere, shall be covered w(th hay, filter 55. Safe pedestrian traffic Is to be mainta(~ed at; all times.. -ALL BELOW GROUND D.I, PIPE AND FITTINGS y J fabric or ermanent ve station such as sod or seed and U.S. Pipe Metropolitan P 9 ( 56. No stockpiling of material h roadway or on sid~;~alk, All .dirt and mulchy to reduce dust, debr(s will be removed from. job site daily. Roads and sidewalk to SHALL BE POLYETHLENE WRAPPED. ~ o0 be swept dally as part of daily clean up. NOTESi -RESTRAIN PER P.C,W.S. SPECIFICATIONS. =u. 27. Locator wire to be installed above waterline per City of ~ Restraining Joint (TypJ Clearwater requirements. 57, Notffy property owners regarding sprinkler s :errs, plants and mall 1. Stear~er Connection to Face Street vi boxes that will be disturbed during constructlc:r'prlor to start(ng P, All Flre Hydrants to have 5 1/4' Valve Seat 28. Signs and barricades shall be accordance with the US Dept of work. 3, Flre Hydrants Shall be Placed at Street Corners Transportations Manual on Uniform Traffic Control Devices" and or In the R.O.W, Adjacent to Slde Lot Lines Q ~ ~a? the Florida Dept, of Transportation's Roadways and Traffic Design Whenever Possible. DOUBLE CHECK VALVE ~ Z ~ NN Standards" Indexes 600 through 665 (latest adltion), 4, See Sheet 3 for Typical Connections & Fittings, . ASSEMBLY NON-ME°~`ERED FIRE ~ ~ =moo . U a HANDICAPPED SIGNS LINES 4°, fi° & 8° Z a SEE INDEX N0. 119 N.T.S. W ~ CONC. WALK RAMP DOWN * RAMP DOWN ~k CONC. WALK IN X 0. 09 SEE I EX N0. 109 1'-O" SEE DE N 1 ` I , ~ STANDARD PRE-PAINTED ' fl . ~f DISABLED PARKING SIGN !~l „ ~ WHITE BORDER ~ + ON 1/8 THICK SHEET I & SYMBOL ~ t° ALUMINUM BLUE BACKGROUND ! p h ,i I ~ z I. don:, ,N~ i~ , ~ PARKING BY y : 6 WIDE TRAFFIC BLUE BLACK BORDER i ~ DISABLED ~ SERVICE CONT STRIPE (TYPICAL) , CONNECTION DETAIL 6 ' TRAFFIC WHITE; ± & LETTERS PERMIT N. N,T,S. a o o o ~ ~ 1 WHITE BACKGROUND ONLY ~N ro i F, 1 ' T I ao ~ o I ' 6" WIDE TRAFFIC WHITE BLACK BORDER 255 FINE ~ ~ ~ Top View o W ~m Approved Backflow ~ ~ Z N a ~ I ~ ~ STRIPE (TYPICAL) & LERERS F.S. 318,14 6 STROKE o WHI A ~ , Ford Meter Flange Prevention Devid~langed) a t7 ~ ~ o (TYPICAL) ~ TE B CKGROUND cleanout W ~ on ~ " ~ z~ Ford Angle s ' Valve(Flanged) Flow ~ o H = =n ,,0 ~ ! ALL LETTERS I' s i 1" SERIES "C" ~ ~ 6 ; 36' roln, o ~ W N ~a rt ~ ~ ~ 2" HOT DIPPED GALVANIZED d ~ ' o. Brass Nipple a ~ ~ ! Meter b Z N x° (Flanged) ~ ~ o~ 5'-0" 1 P ~ ' ~ STANDARD WEIGHT STEEL PIPE I I 3 i ~ ~ t' I~ t„ C• G' . ' ~ ray ;r . f Vl ~ ~ ~ J ~ N ' w . 4, ' , I I ' Y ' ' ` 1 ` Il lr~r t~•~'t,~'' ' ;y~ w ~ w lZ' 7y jv I z 6' 6 Service Lateral j ~ ~ o ~ III- a: , a; III _ 8"X2' 6" CONCRETE MASS. V Mii " 'Q 'a FINISH TOP OF MASS LEVEL Maln 2 (TYPICAL) ~ ~ I~. ~Maln TYPICAL SINGLE DEVICH 1/2' and 2' MODELS _ w~°^~~~ 12'-0" 5'-0" 12'-0" - N WITH A SLIGHT RAISED WASH SECTION NOTEi * . ~ ~ ~ I~ APPROXIMATELY 1 2" ABOVE . ~ ~ / - , ~ IP , =LEVEL OF TURF/SOD. Device roust be Instolled level ~ ~ ~~rt°i ' G' I I d' ,i HADICAP PARKING STAND RD ~a~'-~ ~a~ A APPROVED RF, DEVICES 8E APPROVED DOUBLE-CHECK VALVES Q,~~~ ~ ~ e s„~ ts1 Hersey-Basco Model FRP ]I Hersey-8eeco Model FDC es, ~ ~5~ ~ ~ ~ t Z N.T.S. Wntts Model 909 or 009 Watts Model 709 or 007 l ~ J f Conbraco 40200 Canbraco 40100 a ~ j~ ~ ~ ~ ni r Y ~`y` ' a~ ~k 4 ~ ° Not Needed if Sidewalk is t~ ~ ~ , . Flus 't " h w~ h Pavement f3 ° r.+;! ~a o~i~ HADICAP PARKING SIGN COPYRIGHT 2005 N.T.S. S ALL RIGHTS RESERVED H DETAILS EAngne , Moree & Associates, Inc. thle document In any manner without the E ent of LANDON, MOREE & ASSOCIATES, INC rosecuted to the full extent of the low. NOT COPY OR REPRODUCE- T OF5 i3M3S.8 - - - _ I ' I r 1- 12" CONDUIT U DER J j ~ PAVEMEN ,TYP ~i wi Wi ~ W~ l b w I ,,`O jJ j i U ~i I I I ~ ~ d LL 1 ti h I ~ I ~ ~ i 3i i I I I I I ll 1G~1.~ Jl ®.l~l ~`~s~ r I ~ ~ w - ~ 17 TJ I l i ~ E- design group lnternatloncl,lnc. W j ~ ~ ' 1 AM 2 CUT W I i ~ I LANDSCAPE ARCHITECTS I ! z I ~ ~ ; i I ~ ~ 8 LMV ' I J ' I ~ ~OPENI GRATE LAND PLANNERS j ~ ~ Q 10 CP 1 PDM i ' ~ I ' ~ INLET' URBAN DESIGNERS ' W ! ' Q ! 2011 CLEVELAND ST. SUITE E ~ ~ ~ 3 ~ I w ! . 3 ! ~ TAMPA, FLORIDA 33606 Nw ~ i ~ I I ~ i I ~W FI. Reg. Lic. # 254 ' j ~ ~ ~ 4° CAST IRON ~ i- I I I . ~ I I I I ~ SEWER PIPE j CM 4" i' j , ~ j , 813 258-4504 ph. ' ' 813 258-4604 fx. ~o,`° FIR GAS METER I h. i St. Au,~ustine ~ v z ~ ' WEST ~Pi N 89~ 50' 51" E iM~ 115.74' IPI 115.51' (M) i ~ A ~ ~ I Sad, ~ ~ ~ , ;,l ' i I i~ I W ~ wm I i ~ I I ~ I Q w ~ j i i ~I ~ I ! I ~ ; I W ~ Wz L1 ~ I ~ ; i 1 ti a I ' I I \ i I I ~l J ' i I ~N . .I I~ I I ti i I uv m I I za a I j ~ I ~ ~ I ~ ~ 1 ; ~ I ~ ~ ~ I ¢ .I I I a~ I r I ' . I I , 1 ~ ~ f 'bZ j i + ~ I ~ I ~ ; ' ~ ! ; o ~IFUTUR SIDEWALK I I I = jw ~ ~ ~j 2CUT ~ + I ~ ~ I ' II ~ O I r L I I ' I f I~ 31 CP ~~~~J~ j i F- I I ~ I i Q ~2 HRS m i ' PARKING GARAGE ~ i ~ 3 } 13 ~ HRS ' - j ~ i i (6 SPACES, 4 UNITSI I ' i m N HRS ' ' I ' ~ - I ~ j ' I I w j~ M~ y i 1 ~ 2 RUTi' RUT ' ` ~ I I ~ ~ I i j W I ~h• , ' ~ cn~~5 : ~ i ,r ' ' ~ oAH I ~ I _ ~ ~ U jl _ ~ ' ' ~ ~ I ' p - I U ~ ~ ' ~ ' ~ I - - - i I ~ ~ ~m~ 31 CP •''i m ~ ~ 52 ~ i m z. ~ p ~ ~ ~ _ C I~ ~ ; I I I ~ _ I i ~ i 'lb'M-J` _ _ I ~ { I ~t.~Augustine j - ~ - - ~ i ' I ' ' I i ~ I I ~ ~ I - - Sod, tYP• ~ ~ j l I 1-112" CONDUIT UNDER z I ~ ~ I PAVEMENT, TYP 0 i SIGHT RISIBILITY ~ I ~ + `L MPST ELEV. ~ ~ Q I ~p ' / ~ LOBBY 0 I j`h~ i i !TRIANGLE - p ~ I LIGHTING PLAN ~ - I I i I I ~ - I I I O, j ' ~ I LIGHTING NOTES: ~ Q ~ j 1; i WEST ~P) S 893~y 51' 16' W IM) 115.74' lP) 115.50' IMI ~,ti SIDEWALK 1/z" ~ a ~ j ` ; ~ i I I n ~ I ~ I ~ J I j ; j ! ; ~ RDS FIXTURE UPLIGHTING -HID 100W-AWW FLOOD LIGHT ~ ~ ~ j " ;I 120V, WITH INTERNAL ADJUSTABLE GLARE SHETLD FROM Z I ; i ~ ; L51-GREENLEE LIGHTING 1-972-066-1133PH I 10 TJ r. ' ' 5 ,hRS II ~ I I ~ 14 LMV j 1 PDM 6 HR o ' ! I ~ i i ® RDS FIXTURE SPOT UPLIGHTING -HID 175W SPOT LIGHT V ~ ~ ~ I . 120V, WITH INTERNAL ADJUSTABLE GLARE SHETLD - DSL-FROM ~ I- I ~ 6 GP 1 PD ~ i I ~ ~ ~ LSI-GREENLEE LIGHTING 1-972-066-1133PH ~ ~ Q U ~ ~ ~ 11 CP 7 II ~ I l j) I ® JUNCTION BOX PROVIDED BY CONTRACTOR ' i ' 17 AD ~ ~i i j 1 j TO SWITCHED CONENCTION ON MAIN PANEL z WITH INTERNAL TIMER I I n~ I p,. 4~. 4~. 0.• I ~ ' '~0h i' I ADJUST LIGHTS IN-FIELD TO HIGHLIGHT BUIL ~ ~ W o, I ~ , DING J ~ i I AND LANDSCAPE -USE SPOTS OT HIGHLIGHT ~ ~ U I ~ I MEDJOOL DATE PALMS & BUILDING AND FLOODS FOR THE SEAS GRAPE TREES t,~ ~ i~ ~ ~ J UTILITIES NOTE: 3.ANY TREE LOSSES INCURRED DURING VENETIAN SANDS CONDOMI 0 M I N I M Total Site Sod: ~ Z~ 4 U r~'• rJiJl ALL UTILITIES TO REMAIN IN PLACE EXCEPT AS CONSTRUCTION AND FOR A PERIOD OF UP TO SIX CLEARWATER, FLORIDA STENOTAPHRUM , ~ 1 ~ 11 400 SOD St Augustine-'Palmetto' contractortorerifyquantity ~~~Y~~ ~ INDICATED ON THE DRAWINGS. CONTACT"ONE secundatum CALL" AT 1-800-432-4770 AT LEAST48 HOURS (6) MONTHS OF THE DATE OF COMPLETION MAY BE PLANT LIST Total Site Irrigation: Date: 6129105 PRIOR TO EXCAVATION FOR VERIFICATION OF SUBJECT TO REPLACEMENT BASED UPON THE Scale: n_ ~ O~ nal, inc. 813-258-4504 40o sF Turf System sF Revision: EXISTING UTILITY LOCATIONS. NOT ALL UTILITIES "ADDITION PENALTY" FORMULA AS DESCRIBED IN Terra Tectonics design group international, inc. ARE MEMBERS OF THE "ONE CALL" SYSTEM; SECTION 25.735.5 FURTHER, TRIMMING OF LIMBS FOR: LMA ENGINEERS No. Dale: Description: 1988 SF Shrub System SF THEREFORE, DIRECT CONTACT WITH THE UTILITY 10" IN DIAMETER AND LARGER, NOT SUBMITTED Date s/zsrzoo5 Project No. Ofi41 300 LF Loop Main LF COMPANY MAY BE REQUIRED. ON PLANS, WILL REQUIRE SEPARATE APPROVAL GC TO CONNECT TO 314" AND PERMITS. anti bo~Common~ame sotanica~t~ame Specification tpecification WATER METERs -one 2 ea each side Trees MULCH NOTE: 4.ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED ~ ,n1m Pdonidia Palm ADONIDIAmertillii s~htab 3Wnk ht c.t- 3 trunk cluster 65 gallon Miscellaneous Plant Materials: A LAYER OF MULCH TO A MINIMUM DEPTH OF BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE THREE (3) INCHES SHOULD BE PROVIDED IN SHALL BE PRUNED BY AN ISA-CERTIFIED ARBORIST, a rtuT India Hawmome-o-ee RHAPHEOOLEPSIS sxs'spread 3'c PLANT BEDS AND AROUND INDIVIDUAL TREES IN umbellate 18 CY PINE BARK MULCH c,y, I'x5'spread 3' ct standard 1 Bags Pre-Emergent Herbicide EA Job No. TURFGRASS AREAS. IN ACCORDANCE WITH THE INTERNATIONAL a cur seaGraPerree COCOLOBAubifera ~o'x~o•s•at6+ ARBORISTASSOCIATION (ISA) PRUNING STANDARDS, 0'x10' 6' c.t B+B 2 Bags Fertili~r: 16-0-8 50 Ib. bag AND ANSI 300 PRUNING STANDARDS 4PDM MedjoolDatePalm PHOENIXtladilitlifero 30'CT-Che~ry ` TREE PROTECTION NOTE: 10' CT-Cherry Lake Tree Farm 1 Bags Fertili~r. 6-6-6 501b. bag 2.21 CY Planting soil cubicYards Drawn by: Checked by. 1. PROTECTIVE BARRIERS AND THE USE OF 5. ALL EXOTIC INVASIVE SPECIES PAS DETERMINED BY 13 TOTAL#OFTRffSPROVID~ OTHER MEASURES TO PREVENT TREE DAMAGE THE STATE OF FLORIDA, I.E., BRAZILIAN PEPPER sn~~n6 JT JT (PESTICIDE APPLICATIONS, ROOT PRUNING, (SHINTUS TERIBINTHIFOLIA), PUNK TREES INTENSIVE MULCHING, ETC. TO REDUCE SOIL (MALELEUCA LUCADENDRON) AND CHINESE TALLOW es cP cocopwm CHRYSOBALANUSicacao za"htx18"spr. '.4" ht x 18" spr. 3 gal. 30" o.c. COMPACTION WILL BE REQUIRED AS NECESSARY. (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION 36 HRS Hibiscus-'redhoP HIBISCUS'rosasinensis' 3o^ntxva"sPr. OF SITE DEVELOPMENT. •~d-"°r .0" ht x 18" spr. 3 gal. 36" o.c. WHERE NECESARY DUE TO THEIR PROXIMITY TO 45 AD YellowNlamanda ~~~~A t4^ntx~z"sPr. 2.SITE CLEARING AND TREE REMOVAL ARE NOT TO PROTECTED PLANT MATERIAL, HAND REMOVAL oethaNp'brown bud' 4" ht x 12" spr. 3 gal. 30" o.c. Sheet OCCUR PRIOR TO APPROVAL AND INSPECTION OF ~?~LL BE REQUIRED. SHOULD THIS REMOVAL BE TO troundcovers&vnes PROTECTIVE BARRICADES. OR BEFORE THE A IlCl3~CC TIJAT A ~ATCAITIAI cno ~onc~n~~ z~ r~ conteaerete jasmine to"ht2a"sprea 0" ht24"spread - no stakes 1 gallon 24" 'C L I PROJECT'S BUILDING PERMITS HAVE BEEN ISSUED. V I~• I-% r v ~I • v • ~~•vJ~v~~ 1%.) o` CREATED, THE AREA MUST BE RESTABILIZED 22 HMV Purple Trailing Lantana uNrnNAmoneuiensis 8"nt12"sp2adi ht 12" spreading 1 gallon PLANTING PLAN WITH SUITABLE MATERIAL AND SODDED. LIGHTING PLAN Of 3 Sheets NOZZLE SELECTION CHART FOR SPRINKLERS SHRUB SPRAYS & BUBBLER HEADS SYMBOL SPEC.# PSI GPM RADIUS PATTERN A 15'-F 30 4 15' FULL B 15'-270 30 3 15' THREE QUARTER I C 15'-270 30 2.6 15' TWO THIRD D 15'-H 30 2 15' HALF SLEEVE UNDER PAVEMENT AS SHOWN, TYP. E 15'-120 30 1.4 15' ONE THIRD F 15'-Q 30 1 15' QUARTER G 4'-EST 30 0.6 4' x 15' END STRIP i r CONNECT MAIN H 4'-CST 30 1.2 4' x 30' CENTER STRIP TO 314" ETER I 9'-SST 30 1.2 9' x 18' SIDE STRIP PVC SCH 40 MAIN, TYP. J 4'-SST 30 1.45 4'x30' SIDE STRIP ~ IU' ~ ~ ~ 1" PVC SCH 40 MAIN, TYP. 1" PVC SCH b b J K 12'-F 30 2.1 12' FULL ~l i~a, d1~.1\i U ~ ~ ~ w W ~ b~ ~ L 12'-270 30 1.5 12' THREE QUARTER ~ Q h M 12'-240 30 1.3 12' TWO THIRD ~1~+ (L~®~~~~ w 3 3 Dri ~ pm psi N 12'-H 30 1.1 12' HALF design group internatfoncl, Inc. - P w~ 8.5 30 W _ 0 12'-120 30 0.9 12' ONE THIRD ' z ~ P 12'-Q 30 0.6 12' QUARTER LANDSCAPE ARCHITECTS m si . w P p CONNE CONNED T CAIN ~ ~ ~ LAND PLANNERS Q SB-360 30 0.62 2 FULL STREAM BUBBLER ~o.0 3o Dri 2 P TO 314 I pm psi TO 314' I~~TER ~ OPEN GRATE R SB-180 30 0.32 2' HALF STREAM BUBBLER URBAN DESIGNERS .4 30 444 s -ft a ~ ~ INLET S SB-90 30 0.25 2.5' QTR. STREAM BUBBLER m psi W Q TURF ROTORS 2011 CLEVELAND ST. SUITE E t W 3 AA PGP-ADJ-LA-7 40 3.1 32' ADJ. FULL TAMPA, FLORIDA 33606 Dri 1 Dn 1 p 3 p U) ~ BB PGP-ADJ-LA-6 40 3.9 34' ADJ. FULL FI. Reg. LIC. # 254 47 S ft 4" CAST IRON CC PGP-ADJ-LA-9 40 4.9 43' ADJ. FULL 813 258-4504 ph. q S ra p Y SEWER PIPE DD I-25-ADS-4 40 3.8 40' ADJ. FULL 813 258-4604 fix. GAS METER F M 4 ~ b° IR ~ 4, 33 - - 'r~ U ~ EE 1-25-ADS-7 40 7 47' ADJ. FULL ~ J FF 1-25-ADS-B 40 7.7 47' ADJ. FULL IP) N 89 58' 51' E IM) 115.74' (P) 115.51' (M) _ _ J _ _ . - WEST Asa I I ~ ~ GG I-40-ADS-40 50 7 45' ADJ. FULL Dri 1 - - I i ~ w HH 1-40-ADS-41 50 8 46' ADJ. FULL p ~ Iti ~ I ~1 p°' Q II 1-40-ADS-43 50 14 58' ADJ. FULL 6sry-ft ; I i I , I ~ 3 JJ I-60-ADS-7 40 6.5 50' ADJ. FULL I KK 1-60-ADS-13 40 10 56' ADJ. FULL I ;I I m. I I ~ LL1 ~ LL I-60-ADS-18 40 15 59' ADJ. FULL L£ I I i I i ~ rn ' SLEEVE UNDER PAVEME T t°£ ' ~ I A' ~ ~ ' TYP. AS SHOWN, , -I ~ ' s•5 I I £°L 1 i I ~ ' ~ I m I o ~ ~ ,~'UTUR SIDEWALK ~ W ~ I I = LLI - - - - - - ~ ; - - ' ~ I ~ I _ _ _ 11. 1 ~ it ~ _ , ~ Z W o sT Dri 2 ~ ~ P w ; ' l• ; 1 3 Q ~ ~ I r 3 P Q ~ ;,1 i 12 S -ft PARKING GARAGE ' ; 1 ~ 2 I N a w ~ ~ I ;I 1 (6 SPACES, 4 UNITS) I N ail i i ~ U F- fill it I "'M i W 1';1 1 . SLEEVE UNDER PAVEMENT ~ p o 1. ; I 9 b Ili M ch 1;11 ' AS SHOWN, TYP. ~ I ; 1 IRRIGATION SYSTEM A O (f z ~ P VEMENT 52 SLEEVE UNDER A ~ _ AS SHOWN j l ; l ' ~ . - - - ;o - ~ i ' Valves 1 and 2 Z o - 9°L ~ i~ j ' SIGHT VISIBIEITY ~ z `L MPST ELEV. i h ~ ' U Q - - LOBBY ~ h~ b~ - i b° TRIANGLE ~ Q 0 b° ' OC ~ ~ 33 ~ ~ (MI ~ IRRIGATION SYSTEM B ~ Q WEST IPI S 89 51 16 W (Ml 115.74 (Pl 115.5 P ~ Asa be ti SIDEWAL I/2 ~ z ~ J Valves 3 and 4 CONTROLER -COORDINATE Dn 2 Dn 2 Dn 2 p + P p ` ° U _ W WITH G.C. 120V 20 AMP Z _ p _ 4 s -ft ~ 100 s ft SERVICE REQUIRE 160 s ft 3 a a q ; o Q SLEEVE-UNDER PAVEMENT - W~ -AS SHOWN TYP. Q ~ Z~ i q ~ - W w b ~ti b~ D ti ~ h h@ h~ Dl , ~ b a~ ~ ~ ~ i _ > U ~ q sou- (+N• ~ I~~~ i) .v. tlJ Il y `q +~I - _ _ _ . ~ DRIP IRRIGATION P.O.C.: GENERAL CONTRACTOR TO VERIFY 3l4" EX. IRRIGATION METER IS LOCATED ~ ,~'2 ~ . : h Terra Tectonics design group, Inc. 813 258-4504 TAMPA, FLORIDA ON SITE. G.C. TO PROVIDE BACKFLOW PREVENTER AS REQUIRED BY LOCAL ~ ~r' ~ ' y Irri ation Le end: Q 6" POP-UP FOR TURF AREAS. (6P) 4" POP-UPS NOT ALLOWED 9 9 ORDINANCE. IRRIGATION CONTRACTOR TO VERIFY THAT PSI AND GPM OF METER ~.r CONTROLLER: ARE ADEQUATE FOR SYSTEM. CONTACT LANDSCAPE ARCHITECT IF oar: 6129105 - - N CONTROLLER. O 12" POP-UP FOR SHRUB & GROUND COVER BEDS ADJACENT TO WALKS. PROVIDE (2) HUNTER PRO C, 2 STATIO Scale, 1 "=10' THERE IS A DISCREPANCY BETWEEN THE PLAN AND EXISTING Revision: WI ELESS "RAIN-CLICK" FOR AUTOMATIC RAIN SHUTOFF, AND ADJACENT TO CURBS AND SIDEWALKS (12P) PROVIDE A HUNTER R CONDITION. No. ale: pescription: INSTALL PER MANUFACTURER'S RECOMMENDATIONS. GENERAL LY DI CONNECT TO O RISERS WITH NOZZLES FOR SHRUB & GROUNDCOVER BEDS ADJACENT TO CONTRACTOR TO PROVIDE 117 V. AC POWER SUPP S VALVE SEQUENCE CONTROLLER LOCATION. COORDINATE LOCATION WITH OWNER'S BUILDINGS, GPM CONSTRUCTION REPRESENTATIVE -MAY BE MOUNTED INSIDE OF PSI REQUIRED AT NOZZLE MECHANICAL ROOM. ROTORS NOTE: ALL MAINLINE AND LATERAL LINES SHALL BE INSTALLED IN REMOTE CONTROL VALVES: HUNTER - ICV 1" VALUES. PLANTING AREAS AND SLEEVED UNDER PAVING AREAS AND ARE ONLY Job Nc. IN LOCATIONS AS SHOWN ON _ INDICATES PVC SCH 40 SLEEVE SIZED TWO PIPE SIZES LARGER DIAGRAMATICALLY LOCATED ON THIS PLAN. PLAN. ALL VALVES SHALL BE INSTALLED IN AMETEK VP 10 VALVE (INSIDE DIAMETER) THAN LATERAL LINE "WET PIPE" INDICATED ON PLAN. BOXES WITH MATCHING COVERS. PLACE VALVE BOX ON BRICKS. NOTE; Drawn by: Checked by: LOCATE VALVES MIN 2' FROM ALL SIDEWALK EDGES OR WHEN DIGGING NEAR EXISTING TREES, FIELD ADJUST HEADS, LINES AND Jig JT BUILDING EDGES. VALVE BOXES SHALL BE MOUNTED FLUSH WITH PVC SCH 40 MAINLINE-1.0" (LOCATE IN PLANTING AREAS NOT UNDER TRENCHES TO AVOID CUTTING ROOTS 12" AND GREATER IN DIAMETER.. FINAL GRADE. PAVEMENT EXCEPT IN SLEEVES, AS SHOWN ON PLAN) y NOTE: IRRIGATION CONTRACTOR SHALL SIZE PIPE SIZES NOT TO EXCEED 5 FPS SPRAY SPRINKLERS: HUNTER INSTITUTIONAL SPRAY SPRINKLERS. REFER TO E P TERAL I E: INDICAT S UC LA L N FEET-PER-SECOND OF FLOW RATE. PSI AND GPM AT ALL HEADS SHALL Sheet CLASS 200 = y4" LINE OR SMALLER LINE CLASS 160 = 1"+ NOZZLE SELECTION CHART AS A GUIDE FOR PROPER NOZZLE PATTERN MATCH MANUFACTURERS DESIGN SPECIFICATIONS AS CALLED FOR ON PLANS PER FIELD REQUIREMENTS. NOZZLE SELECTIONS SHOWN ON PLANS ARE DETERMINED BY HEAD TYPE ON CHART. , TO BE USED AS A GUIDE ONLY. INSTALL BODY TYPES AS FOLLOWS: INDICATES 3" WIRE SLEEVE SCH. 40 PVC BURIED 24" MINIMUM IRRIGATION PLAN Of Sheets WIDTH PER PLANS GENERAL LANDSCAPE NOTES AND SPECIFCATONS 25.FERT1l.IZE TREES, SHRUBS AND GROUNDCOVERS WfTH NURSERYMEN'S "SURE-GRO° 12-d- IRRIGATION NOTES 12 BY BROADCASTING EVENLY THROUGHOUT THE PUWRNG AAFA WITH A PROPERLY 1.IMPLEMEMATION OF THIS PLAN AND SPECIFCATIONS SHALL CONFORM TO THE HIGHEST CALBRATED SPREADER PER MANUFACTURER'S RECOMMENDED APPLICATION RATE. 1.IRRIGARON CONTRACTOR SHALL VISIT THE SfTE TO VERIFY ALL CONDiRONS AND SITE CQNIRACTOR SHALL PRUNE EXCESS BRANCHING REMOVEAELLEU~~ROCK FROMTREEMASSAND STANDARDS OF THE TRADE AND TO ALL PREVAILING ORDINANCES AND CODES.THE THOROUGHLY WATER PLANT MATERIALS AFTER FERTILI7JNG. NURSERYMEN'SURE-GRO DIMENSIONS AS SHOWN ON THE PLANS PRIOfl TO SUBMISSION OF BID. THE PLANS ARE FROM PLANTIN6ISThIA~NDS SHAPEASDIRECTEDBY 1AN0.5CAPEARCHITECT ~ RUBBERTREEIIE SPECIFCATONS COMAINED HEREIN SHALL SUPPLEMEM THE WRITTEN SPECIFICATIONS. CORD (407) 589-8951 SCHEMATIC AND THE CONTRACTOR SHAD. DETERMINE ANY AND ALL NECESSARY TREE OR SHRUB ROOTBALL SEE SEE PLANTING DETAILS CROWN ISLANDS GUYWIRE SIZES: GALV. VYIRE TIE G T012" TO ALLOW #12 1530 GAL TREES MATERIALS AND LABOR NEEDED TO MEET THE INTOM OF THE DRAWINGS. IRRIGATION 2. PRIOR TO SUBMISSION OF BID, THE LANDSCAPE CONTRACTOR 5HA11 VISIT THE SITE 26APPLY "XL 2G" GRANULAR HERBICIDE {COMAINS SURRAN) PER MANUFACTURER'S CONTRACTOR SHALL BE RESPONSIBLE FOR PRDNDING ANOOR COORDINATING PRIOR TO FORPOSRIVE DRAINAGE #a-FlELDSTOCKTREES IMPORTED BARK SURVEYORS FLAGGING MULCH TYPICAL FILL TO 2-1P2" BELOW TAPE - EA YNRE AND FULLY INFORM HIMSELF OF THE CONDTRONS UNDER WHICH THE WORK IS TO BE pIRECRONS TO ALL PIAM BED AREAS PRIOR TO MULCHING.USE APROPERLY BEGINNING OF INSTALLATION OF IRRIGATION SYSTEM,WRH GENERAL CONTRACTOR, IN ACCOMPLISHED. CALIBRATED GRANULAR APPLICATOR AND DO NOT APPLY CHEMICAL DIRECiLY ONTO REGARDS TO TYPE AND LOCATION OF WATER SOURCE ~ TOPOFCURB 3'-0'OPEIXRIMEIEROFWELL FINISH GRADE ~I I I 2"3" of REMOVE BURLAP PROM 3. THE WORK INCLUDES SOIL PREPARATION, FlNISH GRADING, SUPPLYING AND PLANTING (EAVES OF PLANTS. PINEBARKMULCH 2JARIGATION CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL IRRIGATION SYSTEM 3°~a^opEARTHSaUCER 16P NAILS ATPERIMfEROFWELL OF TREES, SHRUBS, GROUNDCOVERS, AND SOD OF THE SPECIES, SIZES AND QUALITY AS 27ALL PLANT BEDS AND TREE RINGS SHALL BE MULCWED WAH A 3° DEPRi LAYER OF PINE FOR 100% OVERLAP COVERAGE OF ALL LANDSCAPE AND TURF AREAS AS INDICATED ON U _ _I NOTPLANTU OOFWRAPPE~EES ~ ~ SHOWN ON THE DRAWINGS ANOOR AS SPECIFlED HEREIN. FURTHER, THE WORK SHALL BARK MULCH,UNLESS SPECFlED DIFFERENTLY ON PLANS.DEPTFI SHALL BE MEASURED THE LANDSCAPE AND BLflIGARON PLANS (SEE WRITTEN SPECIFCATONS). ~ _ _ NON-PT2'7(4" II=I~I~-IIII I=1III ~ W DUCKBILLANCHORS,TIP. INCLUDE THE THIRTY DAY (3D) DAY MAINTENANCE OF ALL LANDSCAPE AND S005EED AFTER COMPACTDN. REMOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY "LUCK- ur IIII=~~~ ~ w 0 tii?%~SIY°. . AREAS AFTER FNAL ACCEPTANCE BY THE PROJECT ARCHITECT AND OWNER'S ~ ~ -L~~- ~t~~• I - =1111- .IIII= ~ o a ~ =IIII- ~ \ ~ BACKFILLSHALLBE?13SOIL REPRESEMATNE. IN' MULCH ALONG EDGES. 3.1HE CONTRACTOR SHALL VERIFY IXISRNG GPMPSIFflOM THE PROPOSED WATER SOURCE F ~ ~,_I~I = AND IF NEEDED,'THE CONTRACTOR SHALLADJUSi AND BALANCE THE PROPOSED ZONES ~ z _ 2l3NARVESOILSBACIQILL _ _ _ REMOVE BURLAP PROM TOP 113 im ' IXCAVATEO FROM PLANTING PR 28.Bm ONES SHAD. HAVE WELL DEFlNED TRENCH EDGES TO COMAIN MULCH. HEDGE ONES AS NECESSARY TO MEET ACTUAL GPMC'SIREQUIREMEMS.THE CONTRACTOR SHALL ~ a +13 PREPAREDFIANTING501L 4. THE LANDSCAPE CONRRACTOR SHALL PROVIDE A LUMP SUM BID PRICE FOR A FULLY N LAYOUT.TREES OR EEDED FOR FULL 100% COVERAGE IF SCHEMATIC PLAN LOCATIONS 0 PUDDLEANDSEiT1.E 113PREP~ 213 NATIVE SOIL OR FILL I I I I I=IIII=IIII- OF RDOreau.CUP WIRE BASKET AND 113 PREPARED PLANTING SOIL 113 PREPARED PLANTING SOILS ~inNr~uNOwanP1PEDD0iRNEE°s 2T1MES AIITOMARC,100% OVERLAP COVERAGE,UNDERGROUND IRRIGATION SYSIEM.THE SHALL BE LAID OIJT WfTH STRINGUNE IN THE FlELD PER PLA ALSO ADD HEADS AS N ~ SHRUBS SHOWN IN A LINE ON THE PLAN SHALL HAVE THE TRUNKSCANOPIES IN PROPER ARE INSUFFICIENT. 2TIMES BACIffILLMIX IRRIGATION SYSTEM DESIGN, SPECIFlCATiONS AND INSTALLATION SHALL CONFORM TO AUGNMEM UPON VISUAL INSPECTION AFTER INSTALLATON. GROUNDCOVER AND SHRUB CONTAINERVOLUME THE STANDARDS OF THE "IRRIGATION ASSOCIATION",1911 N. f-0RT MYERS DRNE BEDS SHALL BE PLANTED ON TRIANGULAR SPACING WiTH PLANS INSTALLED AND FACED 4.000RDITJATE OPERATON OF THE TIME-0LOCK FOR PROPER ZONE SEQUENCING AND LIVE OAKS SHALL BE PROVIDED BYA'ROOTS PLUS GROWER SUCH AS STEWARTS THE FARM - BROOKSVILLE, FLORIDA ~ ~ ~ ~ #1009,AALINGTON,VA 22209,AND TO THE STANDARDS OF THE °FLORIDA IRRIGATION FOR OPTMUM GROWTH IMO THE BED. OPTIMUM WATERING TIMEVERIFY TIMC--CLOCK LOCATION AND STAFTUSTOP TIMES OF SOCIETY°.IRRiGAT10N SOURCE SHALL BE SHOWN ON THE IRRIGATION PLANS, THE OPERAl10N WITH OWNER.TiME-CLOCK SW+LLBE LOCATED ON AN EXTERIOR WALLIN A CONTAINER STAKING DETAIL IRRIGATION CONTRACTOR SHALL PROVIDE AN RPZ BACKFLOW PREVENTION DEVICE PER 29TREES, PALMS AND SHRUBS SHALL BE FLAMED SO AS TO MAIMAIN ADEQUATE LOCKING WALL-MOUNTED UNiT PFA IFGEND.THE GENERAL CONTRACTOR'S ELECTRICIAN TYPICAL PLANTER ISLAND DETAIL TREE GUYING DETAIL design group internOtfonal,inc. LOCAL GOVERNING CODES AND ORDINANCES. S~ ACCORDINGLY. SUBMfT PLAN PER E EDGE OF WALKS AND ALONG BUILDING WADS. CURVILINEAR 8ED ShW1. PROVDE 120V, 20AMP POWL:R SUPPLY TO THE TIMG-CLOCK COORDINATE WRfffEN SPECIFICATIONS TO ARCHTECT FOR APPROVAL CLEARANCE FROM TH NOSCALE FORTYPICN.USE I 2 NO SCALE ~ NO SCALE FOR TREES36LANDLARGFR LANDSCAPE ARCHITECTS ONES STUV1 BE ACCURATELY SCALED FROM PLANS AND WD-0UT IN THE FIELD.IF ELECTRICAL SUPPLY REQUIREMEMS WITH THE GENERAL CONTRACTOR. FlELD CONDRIONS ARE DIFFEREM FROM PLANS, IMMEDIATELY NOTIFY THE LANDSCAPE LAND PLANNERS 5.711E LANDSCAPE CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE ARCHITECT OR ON~TfE RFPRESEMATNE FOR FIELD ADJUSIMEM OF MATERIALS. S.PIPING ON PLANS IS DIAGRAMARCALLY ROUTED FOR GRAPHIC (:LARITY,ACTl1AL WORK, PRIOR TO COMMENCEMENT OF HIS OPEIULRONS ON-SITE COPIES OF THE PERMITS PLACEMENT SHALL BE LOCATED WTHIN PROPERTY BOUNDARY AND IN °GFlEENSPACE' URBAN DESIGNERS SHALL BE SFM TO THE ARCHITECT AND OWNER'S CONSTRUCTION RFPRFSEMATNE IF 30.THE LANDSCAPE ARCHITECT RESFJTVES THE RIGM Tb MAKE MINOR ADJUSTMEMS, IN THE AREAS ADJACEM TO PAVING OR STRUCTURES AS PER INDUSTRY STANDARDS, INSTALL 10cMADSCORRUGATEDDRAINPIPE 2011 CLEVELAND ST° SUITE E BEFORE PLANTING TREES PALMS OR SPECIMEN DENS REQUESTED. FlELD,TO THE LOCATIONS DF TREES, PALMS, SHRUBS AND GROUNDCOVFAS,WffHOUT COORDINATE INSTALLATON WiTH PIANRNG PLAN 50 CONFlJCTS WfTH PROPOSED PRUNE IXCES IF GROUNDWATER IS IXCESSNE OR SOILS ARE PRUNFROMTREEMASSAND HEAVY CLAY MARL CONGLOMERATE FILL WAS TAMPA, FLORIDA 33606 CHARGE FROM THE LANDSCAPE CONTRACTOR. REVISIONS CAN BE MADE FOR AF~THEfIC IACARONS OF TRFJ:S,PALMS AND SHRUBS WILL BE AVOIDED. PLACE PIPING IN FROMTF 6.THE LANDSCAPE AND IRRIGATION CONTRACTOR SHALL BE PROPERLY LICENSED AND SHAPEASI OR HEALTH, SAFETY WELFARE REASONS OR REQUEST FROM OWNER. TRENCH ADJACEM TO CURBING OR EDGE OF PAVEMEM WHERE POSSIBLE. LAN0.SCAP USED TO BRING SIZE UP TO FIMSHEA GRADE SHAPEASDIRECTEDBY RUBBERTREETIE TREE ORSHRUBR00113ALL g° # LAN0.SCAPEARCHITECT ~ GALV.IMRETIE 8113R258L9509 2h9 see qa~ for ancenter spaci ng INSURED.SFP WRffIEN SPECIFCATONS. GU GUYVNRESRES: UUU (s~P~e9~7) 31.SODDING IS REQUIRED IN ALL UNPAVED AREAS WffHN THE SiTE BOUNDARIES UNLESS 6,CQMRACTOR SHALL REFERENCE THE LANDSCAPE PLANS AND SPECIFICATIONS TO #12 -f5, A9 • FIELD; 7.ALL WORK IN THE RIGM OF WAY AREAS SHALL CONFORM TO THE STANDARDS AND PRIINELEGGYLEADERs #s~IFEID~~Ki~REES SURVEYORSFIAGGING 813 258-9609 px. TAPE- FA LMRE W SPECIFCATONS OF THE LOCALANDOR STATE HIGHWAY JURISDICTION. OTHER WISE SHOWN OR NOTED.ALL SOD AREAS SHALL BE PLANTED WRH ST. DETERMINE WHERE IRRIGATION HEADS SHALL BE INSTALLED ON flISEAS.HEIGMS OF ~INIT)SIIAPEASDIRECTED AUGUSTINE "FLARATAM",SAND GROWN,SOUD-SOD TYPE AS SPECIFlED ON PLANS. SOD ALL RISERS SHALL BE ADJUSTED AFTER LANDSCAPE INSTALLATION IS COMPLETE. BYLANISCAPEARCHITEC7 3",4.OFFARII PERIME 3•-~4'OFFARIHSAUCFRAT FINISH GRADE ~ ~ a PERIMETER OF WELL ~ W A";;,,' ,~HIGHGROUND SHALL BE FREE FROM PESTS AND WEEDS, LAID IN STAGGERED ROWS WRH NO GAPS, RISERS SHALL BE PAINTED BLACK K7RI PROFESSIONAL QUALITY Fl.AT ENAMEL SPRAY 3^oFMULCH B. CONSTRUCTION EQUIPMFM IS NOT ALLOWED ON SiTE UNRL A HABITAT MANAGEMEM AND ROILED, FERIA ~n AND WATERED IMMEDIATELY AFTER IN5TALIARON. SOD SHALL. PRIM. ADJUST SPRINKLER ARC, RADII, AND TRUECTORY AFTER LANDSCAPE WATERTABLE LANDSCAPE PERMR IS IN HAND, (IF REQUIRED BY LOCAL ORDINANCE. NOT BE WD ON TOP OF WEEDS, SOCKS, ROCKS ETC. PRIOR TO SODDING OR SEEDING, 3' WATERING BASIN INSTALLATION IS COMPLETED TO ASSURE 100% OVERLAP COVERAGE.ALL RISERS SHALL N \ W x ~ 4°ADS PIPE SOLID PIPE TO ~ ~ ~ ~ % OUTFALLSUCHASSTOfiM JfI ~ 9. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL URLRY LOCATIONS STING AND TAFAT SOIL MTH °ROUND-ilP° PLAN KIU,ER AT A RAT( OF 2 OZ PER GALLON OR AS BE STAKED Wf1H A GAIN. STAINLESS STEEL EMi STAKE AND SECURED BY TWO FINISH GRADE ~ PER MANUFACNRFAS INSTRUCTiONS.ALL DEBRIS SHAD. BE REMOVED PRIOR TO LAYING STAINLESS STEEL CLAMPS. NO RISER SHALL BE INSTALLED ADJACEM TO ANY ~ o \ SEWERORRETENDONPOND ~ CRl1SHGRANfLEORSLAG ~ DUCKBILLANCHORS,TYP. DRAINTORETENTIONPONDORLOWARFA ~ ~ MATNEORI LSINSTMALLUNDER PROPOSED), RELATED PAVING, ELEVATIONS, WATER AND ELECTRICAL SUPPLY, ETC. SOD. SOD RE-fENRON SLOPF~ AND BOTTOMS WITH ARGENTINE BAHIA SOLID SOD, PEDESTRIAN WALKWAY.12° POP-UP HEADS SHALL RE USm IN GROUNDCOVER BEDS ~ BACKFILLSHALLBE213SDIL OFSTTEALTERNATNEISTOPUNCHTHROUGH 27IME5 ROOTBALLANDAROUND REMOVE BURLAP FROM ~ im~w ~ F-- IXCAVATIDFROMPLANTINOPR THECLAYCONTAINMENTIAYERANDDRAIN ENDOPAOSDRAINPIPE PRIOR TO START OF WORK NOTIFY THE GENERAL CONTRACTOR AND THE PEGGING SOD ON SLOPES 3:1 AND GREATER. SOD ROLLS SHALL BE LAID HORIZOMAL TO 'BACIffILL SLIALLBE?13SOIL ADJACEMTO WALKWAYS AND IN PARKING ISLANDS (TYP.) IXCAVATEDIROMpIANRNGPIT TOPiLl30FR ~ AND113PREPANEDPlAN11NGS01L ARCHfiECTAWNER'S AGEM IN WRTRNG OF UNSATISFACTORY CONDRIONS PRIOR TO PREVAILING SLOPE TO MINIMIZE EROSION. !d \l ,aU ' FlLLORNATNESOILS NOTPIANTLINOWRI TOP1130FROOTBALLDO ~AND113PRFPAREDPIANTINGS0IL INfOSANDLAYFRBENEATH CONTAINERDIA. NOTPIANfUNOWRAPPEDTREES 2T1MES REMOVE BURLAP FROM TOP1130F START OF WORK. STAITT OF WORK WILL INDICATE ACCEPTANCE OF CONpTRONS AND FULL 7,QONfRACiOR SHALL DETERMINE LOCATIONS OF ALL UNDERGROUND IJRLTTIES AND RESPONSIBILITY FOR COMPLETED WORK REMOVE POT CONTAINERDUL ROOTBALLCUPWIREBASKETAND REMOVE TOP 113 DO NOT PLANT Note; ? 32ANY AREAS SU&IECT TO EROSION (E.G. GRASS SWALES, RETENTON AREA IMPROVEMENTS PRIOR TO START OF WORK ONSfTE. COORDINATE WITH THE GENERAL :nwtscan~o~n, CONTAINERAND EMBANKMENTS) MUST BE 5TABIIJZED BY SOLID-SOD. (:ONTRACTOR AND SfTE LIGHTING CONTRACTOR FOR INSTALLATON OF PROPOSED BURLAP UNO WRAPPED TREES This detail shall apply for all poorly drained sites. The implemerdation of this V 10.VFAIFY ALL UNDFAGRDUND AND ABOVC-GROUND IJRLITY LOCATIONS PRIOR TO ANY UGHRNG AND ELECTRICAL CONDUTTS.THE IRRIGATION CONTRACTOR SHALL BE SET ROOTBALL REUITNE TO SLOPE GRADE detail shall be the Trnsponsibil'rty of the contractor upon assessmeTd DO NOTSET LOWERTHAN FINISHED GTWDE of the exisNg T;rte conditions: The contractor shall notify The engineer 'dthesa goody drained sail condfions are found during cclLStrLldion. O EXCAVATION.IF UNDERGROUND. CONSTRUCTION, IJTILfRES OR OBSTRUCTIONS ARE 33.LANDSCAPE CONTRACTOR SHALL RE RESPONSIBLE FOR SRE EROSION REPAIRS IF SRE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANV DAMAGE CAUSED BY HIS WOAKTHE ENCOUNTERED DURING THE IXCAVARON OF PLANTING AREAS OR PiTS, IMMEDIATFIY IS FNAL-GRADED BY GENLAAL CONTRACTOR FOR SODDING AND A DELAY OF SODDING , INFORM THE OWNER'S CONSTRUCTION REPRFSEMATNE.ALTFANATE LOCATIONS FOR THE IRRIGATION CONTRACTOR SHALL BEAR SOLE RESPONSIBILfiI' FOR ANY AND ALL DAMAGE ACTMiI' BY LANDSCAPE CONTRACTOR IS DE-TEHMINFD TO HAVE CAUSED EROSION DAMAGE THAT RESULTS FROM HIS ACTMTIES DUE TO IMPROPER VERIFICARON OF IJRLTRES SHRUB BED PLANTING DETAI L PLAN MATiAIAL(S) WILL BE SELECTED BY THE ARCHITECT OR AGENT. SUCH CHANGES TO FNAL GRADE. ANDOR OPERATOR FAROR DURING IXCAVATIONS. SEE RELATED CML PLANS FOR 4, 5 TYPICAL SLOPE PLANTING DETAIL TREE GUYING DETAIL IN LOCATION SHALL BE MADE BY THE CONTRACTOR WiRiOIIT ADDRIONAL COMPENSATION. v ADDiRONAL INFORMATION. No SCALE 5 NG SCALE 6 NO SCALE FOR TREES 3B LAND LARGER I _ 11.THE LANDSCAPE CONTRACTOR SHAM. BEAR SOLE RESPONSIBILITY FOR ANY AND ALL TURF AREAS WRH 16-4-8 FERTiLIZFA AT THE RATE OF 1D LBS OF V,I-" DAMAGES THAT RESULT FROM HIS ACIMTIES DUE TO IMPROPER VERIFlCATION OF NITROGEN PER 1000 S.F.OF TURF AREA. WATER AFTER FERTILIZATION TO THOROUGHLY B.IRRIGARON CONTRACTOR SHALL OBTAIN ANY AND ALL PERMRS REQUIRED BY GOVERNING REMOVEOUTERANDLOWER Z IIRLiRF~ ANDOR OPERATOR ERROR DURING IXCAVARONS.SEE RELATED CML PLANS SATURATE THE SOIL. AGENCIES. SUBMR COPIES OF PERMTS TO OWNER'S CONSTRUCTION REPRFSENTATNE. FOR ADDRIONAL INFORMATION AND COORDINATE ON-SfTE WRH THE GENERAL IRRIGATION COMRACTOR SHALL BE PROPERLY LICENSED AND INSURED. FRONDSBEFORETYING ~ O 'WITH ORGANIC TWINE CONTRACTOR AND OTHER TRADES PRIOR TO START OF WORK 35•THE IRRIGATION SYSTEM SHALL BE FULLY OPERATING FOR A PERIOD OF TWENTY-FOUR - HOURS PRIOR TO START OF PLANING OPEPoLRONS.THE LANDSCAPE CONTRACTOR SHALL gAD,IUST SPRNKLER ARC, RADII, AND TRAJECTORY AFTFA LANDSCAPE INSTALLATION IS 12ALL EXISRNG TREES SHALL BE INSPECTED BY THE LANDSCAPE CONTRACTOR TO THE gE RESPONSIBLE FOR PROVIDING ANY ADDTRONAL HAND-WATERING AS NECESSARY FOR COMpLLTED TO INSURE 100% OVERLAP COVERAGE, INSTALL PROPER NOZZLE AS FELD TRIM INNER FRONDSAROUNDBUD = Y~~r~~r;'v~r 3°CYPRESSMULCH,TYP. TORELFASEPRESSUREONBUD ~ All TREE-S, SHRUBS, GROUNDCOVFAS AND TURF AREAS PRIOR TO FNAL ACCEPTANCE. CONDmONS REQUIRE FOR OVERLAP COVERAGE RAISE OR LOWER SPRINKLER HEADS AS DETERMINE THE DCTENT OF TRIMMING AND PRUNING REQUIRED TO "SHAPE-UP° TREES. REQUIRm. ~ ~,r DURING INSTALLATION W a-»i i~r P,~~~ CUTAFTER90DAYS ~ t~ TRFE SEYOND r , REMOVE DEAD BRANCHES AND FROND,AND PRUNE BFUWCHES HANGING OR GROWING BF10W 36THE JOB SfTE SHALL BE KEPT ORDERLY AND REASONABLY CLEAN ON A DAILY BASIS pREVAiDNGUNND BFT.THIS WORK SHALL BE DEEMED PART OF THE LANDSCAPE CONTRACTORS CONTRACT - ~ ; I i ~ PLANTED OUTSIDE 5-LAYERS OF BURLAP 0 ~ ~ V : V h A v I) -`'`4'~ FfEDGE LINE, TP. 7 W O 1 n I,~~~~~1" I 5f 2X4X3'WOODBATIENS m > FOR SEANCES FOR THIS PROJECT SRE. DURING CONSTRUCTION OPERATIONS. UPON COMPLERON,THE LANDSCAPE CONTRACTOR 10.WHERE MAINLINE OR LATERAL ONES ARE COVERED BY PANNG,A SCHEDULE 40 PVC SHALL REMOVE ALL DEBRIS AND WASTE GENERATED BY HIS OPERATONS ON-SfTE, SLEEVE SHALL BE INSTALLED MRi THE SPECIFlED LATERAL LINE AND STUBBED UP RUBBERTNEETIE W7THIN2'OFT~( ' GCTOFILL 2~'~ I ~ 1' BANDEDTOTRUNKWIIH p 0 WITHIN2'CURBPTIO'PP. SOD AREA,- Yu i~~~ I SPECIFlEDPLANIINGMU( 1"STEEL BANDS Z 2 Q INCLUDING THE CLEANING OF WALKS AND PAVING AS NECESSARY. WiTH END CAPS AS SHOWN IN DETAIL SLEEVE SIZE SHALL BE 7W0 TIMES LARGER s CURB 13.SfTE CONTRACTOR SHALL PROVDE THE LANDSCAPE CONTRACTOR W4Ri A FlNISH GITADE (I.D,}THAN THE SIZE OF THE LATERAL LINE °WE~'-PIPE° SIZE INDICATED ON THE ' ~ rxz' Srwo=s ~ I~ ~ ~ WATER$TAMP TO ~ ~Ni REMDVEAIRPOCIO=rS 2X4X1MBRACES(3MIN.) F W OF (PLUS OR MINl1S)ONE TENTH OF ONE FOOT. GRADE SHALL BE CLEAR OF DEBRIS AND D CAPE NTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY ~ 3"DFMULCH ~ I i ~ ~ 7.5CM-tOCM~ ~ x WEED GROWiH.FlNISH GRADES ADJACEM TO PAVING SHALL RE TWO INCHES (2~BELOW 37.THE LAN S CO PLANS. ~ 4"-8"FARTHSAUCFR 3GALLDNHEDGI TOP DF CUR&S,WALKS OR PAVING IN ORDER TO COMAIN SOD OR MULCH AS SPECIFlED. MEASURES TO PROTECT THE CONiRACTOR'S INSTALLED ANf3UR ON$TTE MATERIALS FROM c ATPERIMETER TYPICAL IRA 3GALLONHEDGEMATERIAL- ~ ~ ~ I PROPQLTYUNE EARTH SAUCER AT ~ i , ,r ANDSOD,IYP. SfTE COMRACTO ~ THEFT PRIOR TO FINAL ACCEPTANCE BY OWNER. FINISHGRADE NFAOpIp R SHALL IXCAVATE ANY LIMESTONE BASE MATERIAL OR 0TH 11ALL MAINLINES SHALL BE BURIED A MINIMUM OF 10" BELOW FlNISH GRADE. MAINLINE m,EA~DPaC~FE1E0NNT- \ SLOPE TOSVJALE PERIMETEROFWELL O O ~ N MATERIALS NOT CONDUCNE TO PROPER PLANT GROWN FROM All PLANTING AREAS. PLANT SHAM BE GUARANTEED FOR ONE (1) YEAR AFTER FNAL SHALL BE BURIED A MINIMUM OF 24" AT ROAD CROSSINGS. ALL LATERAL ONES 1 WHERE INDICATED,THE SiTE CONTRACTOR SHALL PROVDE BERMS,MOUNDING OR CROWNS ACCEPTANCE. ALL TREES PLANTS AN40R GRASSING NOT FOUND IN A HEALTHY GROWING SHALL BE BURIED A MINIMUM DEPTH OF 12' BELOW FlNISH GRADE. INSTALL MAINLINE a ~ W Q _ _ ~ ~F ~ ~ V TO PARKING ISLANDS OF INDIGENOUSNIAN F SOIL COMPACTED TO TWENTi'-ENE ~ CONDTRON AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE IN SAME TRENCH AS LATERAL LINES WHERE POSSIBLE. ~ PERCEM.CROWN PARKNG ISLANDS TO A MAXIMUM OF 12'TO THE CIMER FOR AND REPLACED WffHIN TEN 10 DAYS AFTER WftffTEN NOTICE. ALL PUWf ~ ~'PLACESTAKEOUTSIDE DRAINAGE WiTH A SLOPE NOT TO IXCEED 3:1. IF THE EXISTiNG GRADE WfMIN THE M B F(THE SAME KIND AND 5~ AS SPECIFlED IN THE PLANT 12ALL POP-0P SPRINKLER HEADS SHAD. BE INSTALLED ON l2' OR 3'4" X 18" SPEARS of PUNTING PIT I7(0 U C~~ / ~ BACKFILLSHALLBE 0 (D0511NG GENERALCONIRACrORSHALL 213 SOIL IXCAVATED xmESSCOxrNweno®m DRIPLINE OF AN D(ISRNG TREE SHOWN TO REMAIN IS MODIFlED BY SD( INCHES {6") REPLACE ENTS SHALL E 0 RL730VEALLUMERDCK SOILS REMOVE BURLAP FROM SUBGRADE FROM PLANTING TOP U3 OF ROOTBALL DO 211MES PROM PLANTING PIT 2 TIMES ARFAS BffORE LANDSCAPE AND 113 PREPARED OR MORE THEN THE SRE CONTRACTOR SHALL PROVIDE TREE WELLS OR RETAINING USLTHE REPLACEMENTS ShlAll. BE FURD.!ISHED,AND INSTALLED AS HEREIN SPECIFlED FLD( PIPE CONNECTION. FL17C PIPE CEMEM SHALL BE USED ON ALL CONNECTIONS REMOVEBURIAPFROMTDP113oFR0oiBALL BETWEEN FLDOBLE PVC AND RIGID PVC. Cup WIRE BASta:TANOISEMOVeroptrJ WALLS AS REQUIRED FOR THE PRESERVATION OF IXISi1NG TREES TO REMAIN. SEE AT NO ADDfRONAL COST TO THE OWNEn.THE IRRIGATON SYSTEM SHALL. BE Do NOTpIANTUNOWRAPpEDTREEs CONTRACTORSFWICOMMENCE NOTPIANTUNOWTTAPPEDTREES PLANTINGSOIL ROOTBALL DIA. PlANI1NG,TYP. CONTAINER DIA ADDRIONAL SPECIFlCA110NS AND DETAIL FOR TREE BARRICADES. GUARANTEED FOR ONE (1) YEAR AFTER`.FlNAL ACCEPTANCE FROM DEFECTS IN MATERIALS AND WORKMANSHIP. SEE WRRTEN SPECIFlCATONS. BALL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING RAINBIRD "SNAP-TTTE' DO NOTCANDLESTICK PALMS UNLESS Z 14.N0 GRADE CHANGE SHALL OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND ^AS-BUILD OF THE LANDSCAPE AND IRRIGATION PLANS SHALL BE MADE BY THE WIRE SPLICE KRS AND SEALANT. SPECIFICALLY DIRECTED BY LANDSCAPE ARCHITECT O LNL 2/.i THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED, THE T-0OTPRIM OF !-ANDSCAPE AND IRRIGATION CONTRACTOR.THE °AS-BUILT° SHALL BE UP-0ATED DAILY AND SHALL BE KEPT ON~fTE AT ALL RMES DURING THE CONSTRUCTION PERIOD.ANY 14.WIRE SHALL BE UF-&OD VOLT DIRECT BURIAL 14 GAUGE WIRE INSTALLED DIRECTLY IN CONTAI NER TREE STAKING DETAI L -w URIITIES Q.E STORM, SANffARY, POWFRUNES, WATER, SEWER, ETC.) AS WF1L AS AND ALL DEVUITIONS FROM THE ORIGINAL CONSTRUCTION DOCUMEMS SHALL BE DULY THE PIPE TRENCH, BUNDLED AND TAPED EVERY TEN FEET ALONG THE MAINLINE WITH Q THE UMfTS OF TRENCHING OR FlLL MATERIAL IS NOT PERMITTED TO ENCROACH WITHIN P N AN " ED° ~ V TYPICAL HEDGE PLANTING DETAIL PALM TREE PLANTINGKDETAIL U AND ACCU(ATELY RECOHDED.A REPRODUCIBLE OF EACH "AS-BUILD SHAH. BE FRONDED EXPANSION LOOPS ROVIDED AT EACH UALVE."WHRE" COLOR FOR COMMO D R No SCALE FoRtREES15GAUONSI~O THE ABOVE STATED UMRS. BY THE LANDSCAPE AND IRRIGATION CONTRACTOR TO THE OWNER'S CONSTRUCTION COLOR FOR CONTROL WIRES. AT TIME OFINSPECRON,WIRE THAT DOES NOT CONT-0RM 8 v ~ F- NOSCALE FORTREES36LANDLARGER ~ Q REPRESEMATNE AND TO 'THE ARCHITECT PRIOR TO FNAL ACCEPTANCE AND PAYMEM OF TO SPECIFl(:/1TiONS SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. i6.REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN IMACi RETAINAGE ~ 4° A" _ ~ z ~ THROUGHOUT CONSTRUCRON. FJVCROACHMFNT IMO OR FAILURE TO MAIMAIN THESE 15.BEFORE SPPoNKLEfl HEADS ARE SET, THE CONTRACTOR SHA11.OPF1J CONTROL VALVES AND ~ 914'HOSEBIBWRHIPOF314"HOSE o ~ ~ BPJLRICADFD WILL RESULT IN ENFORCEMEM' ACTION WHICH MAY INCLUDE CITATIONS gO,AT THE RME OF FNAL ACCEPTANCE,THE LANDSCAPE CONTRACTOR SHALL PftONDE THE RUSH THE ONES THOROUGHLY WiTH A FULL HEAD OF WATER TO 8E SURE THERE IS NO ANDOR PERMfT REVOCATION. OWNER WiTFi A MAINTENANCE MANUAL COMAINING INSTRUCTIONS FOR THE PROPER CARE FOREIGN MATTER IN THE UNFS.THE CONTRACTOR SHALL TEST THE ONES FOR FlNISN GaINE PLASTIC VALVE BOX ~ OF ALL MATERIALS SPECIFIC TO THE JO& INCLUDE IRRIGATON RMECLOCK OPERATING LEAKAGE BY MAIMAINING A FULL HEAD OF PRESSURE (100 PSn FOR ONE HOUR WTM 1$ • • • WfTH COVER • • FINISH GRADE rr ' 16ALL STORNMlAIiJL RUNOFF MUST BE DIRECTED TO THE RETENTION AREAS. DIRECRONS AND MANUFACTURER'S LITERATURE TO OWNER'S RFPRESEM'A1NE. CAPPED ENDS AFTER ONES ARE COMPLETE. ' 6'POWIPS%WY ~ ~ ~ V CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESEMATNE HOW TO PROPERLY OPERATE ; ; ; ; ; • 17.PIAM MATERIAL SHALL BE GRADED RORIDA N0.10R BETTER AS Ol1TIJNFD UNDER THE THE TIMC-CLOCKTHE OWNER SHALL RE RESPONSIBLE FOR THE PROPER MAINTENANCE AND i6AT ANY TiME DURING THE INSTALATiON OF THE IRRIGATION SYSTEM gY THE +7~T~ • • - a ~~~//J~ "GRADES AND STANDARDS FOR NURSERY PLANTS', PAITTS LAND II, STATE OF FLORIDA, WATERING OF THE LANDSCAPING AND TURF THIRTY (3D) DAYS AFlER ACCEPTANCE CAiJTRACTOR,'ME OWNER,AIiCHffECT AND OR LANDSCAPE ARCHITECT MAY VISR THE ao~vEU • DEPAITTMEM OF AGRICULTURE AND SHALL CONFORM TO AAN STANDARDS FOR NURSERY SNE TO MAKE OFFICIAL INSPECTIONS. UPON REQUEST,THE CONTRACTOR WILL BE rare~re o 1 9ll"ELL-PVC SCHEDULE 40 STOCK (AN512GD.1 1980) 41.1HE SUBCONTRACTOR SHALL SUBMR TO THE ARCHRECT FOR APPROVAL, PRIOR TO START REOUIRm TO UNCOVER SPECIFlED WORK AS DIRECTED BY THE INSPECTOR WfTHOl1T prNCTxasxEawrs®+ \1`~/r/// \\lll CONIROL{MRE b 12'POP-UPSPRAYHFJID OF WORK,THE FOLLOWING: COMPENSARON.SHDUID THE MATiILW,WORKMANSHIP OR ML~TIOD OF INSTAIJARON ) 18.N0 SU&5T1TUT10NS SHALL BE MADE WITHOUT THE IXPLICfT WRITTEN PERMISSION OF NOT MEET THE STANDARDS SPECIFIED HEREIN, THE CONTRACTOR SHALL IMMEDIATELY THE LANDSCAPE ARgiTTECi. PLANS SHALL BE BID BY ALL BIDDERS AS SHOWN. SUBMfT MANUFACNRER'S CUT-SWEET'S FOR IRRIGATION (X)MPONEMS WITH ALL SPRINKLER REPLACE THE WORK AT HIS OWN IXPENSE, raraL ~1J, sue. ~ ~ ~ WRITTEN VERIFlCARON OF ANY PLAN! MATi:RIAL(S}THAT MAY BE UNAVAILABLE AS HFADS,LWC PIPE, VALVES, VALVE BOXES, PUMP,CONIAOIIER,AND MISCFILANEOUS ,~.r~A~ C~ SPECIFlED, TO THE' LANDSCAPE ARCHfTECT FITTINGS INCLUDED.INDICATE MATERIAL SPECIFlCATION,TYPE,MODEL NUMBER AND wCUTERALUNE i Ilk ,r.. . w MANUFACTURER. 17.THE OWNER OR HIS DESIGNATED REPRESFMATIVE WILL RESPOND WITHIN TEN (10) DAYS TO SPRINKLERS ~ - L.. C tl ~ ~ 19.000RDINATE THE INSTALLATION OF TREES AND PLANTS SO AS TO NOT OLTSCURE THE AFTER NORFlCAiION BY THE CONRRACTOR OF COMPLETION FOR THE PURPOSE OF STiE VISIBILITY TRIANGLE AT INTEASECRONS AND THE VISIBIl1T1' OF DIRECTIONAL MAKING A FINAL INSPECTION OF THE SYSTEM. IF FINAL ACCEPTANCE LS NOT GNEN SCHFJZULE80wCNIPPLE ~ (~J -A ~`r'( _ ~ O ~ V % wCTr'E ~ MAIN LINEFITnNG r" ~ ' ~ ( ~ , : J IRPoGARON PLAN AT T = 20'DEUNFARNG ALL HEAD LOCATONS WiTH TYPE OF w~um,u.uxe SIGNS pR UGM'S. FlEID ADJUST TREE AND PALM LOCATIONS AS REQUIRED TO AVOID SPRAY OR ROTOR NOZZLE INDICATED, MAINLINE AND LATERAL LINE WITH PINE SIZES, AT THIS INSPECTION, A °PUNCH-LIST' OF UNSATISFACTORY REMS WILL BE PREPARED 175TREEFELL 0" w rr?: - CONFLICT VNTH LIGHT POLES, ETC. THE OWNFA SFWU_ PROPERLY MAIMAIN TREES AND VALVE SIZE AND LOCATION, SCH.40 SLEEVE LOCATIONS, BACKFLOW DEVICE SIZE AND FOR COMPLETION BY THE IRRIGATON CONTRACTOR. AT SUCH RME AS ALL `PUNCH- PIAM MATERIALS AFTER FNAL ACCEPTANCE IN ORDER TD MAIMAIN UNOBSTRUCTED LOCATION, ETC. SHOP DRAWING TO BE PROVIDED 8Y (X)MAACTOR IF NOT INCLUDED IN UST" REMS HAVE BEEN COMPLETED AND APPROVED BY THE OWNER OR HIS DESIGNATED MAINSUPPLYUNE v4 1'I r '~'~(sT• I S,~ r r;+ urscHaoFlfxwc VISIBILITY FOR PEDESTRIANS AND VFJi1CLES. LANDSCAPE ARCHRECTS DESIGN PACKAGE FOR BID. RIPRESEMATNE,THE CONTRACTOR SHALL BE NORFlED IN WRRTNG OF FINAL (LENGTHAS REOUIRFLn IRRIGATION CONTROL VALVE ACCEPTANCE. FINAL ACCEPTANCE BY THE OWNER WILL NOT BE GNEN UNRL ALL 20.IN THE EVEN OF A VARIATION BETWEEN THE PLAN LIST AND THE ACTUAL NUMBER OF MANUFACTURER'S CUT-SHEETS FOR All LANDSCAPE MATERW- APPLICATIONS AND SOIL REQUIRED SUBMTITALS AND 'AS-BUILT° DRAWINGS HAVE BEEN TURNED OVER TO THE TnsTREErEUs PLANTS SHOWN OR NOTED ON THE PLANS, THE PLANS SHALL CONTROL LANDSCAPE OIL EQUIRED FOR PROPOSED owNER AND LANDSCAPE ARDHTTEDT. P RAY H EAD - 0 N P 0 LY P I P E D ET SAMPLE TEST RESULTS. CONTRACTOR SHALL AMENDS ASR A L I ARCHITECT SHALL BE NORFlED OF ANY DISCREPANCY DURING 81D PROCESS IN PLANDNGS. O 11 WRfDNG. 18.THE IRRIGATION CANTRACTOR SHALL KEEP ONE RECORD SET OF BLUEUNE PRIMS OF NO SCALE INSTALLATiONDETAIL - 11 12'L POP SPRAY HEAD - ON POLY PIPE 12 NON-PRESSURE REGULATING Dffie: 6129105 Scale: n=~ OL NO SCALE INSTALLATION DETAIL NO SCALE INSTALLATION DETAIL Revision; LANDSCAPE AND IRRIGATION SCHEDULE OF CONSTRUCTION EVFNTS.SCHEDULE SHALL BE THE SPRINKLER SYSTEM IN GOOD CANDIRON AT THE SfTE AND MARK ON THF~v1 THE No. Date; Oesaiption: 21.PLANTS AND TREES SHALL. BE ET PL MB AT THE E EAT WHICH THEY HAVE COMPREHENSNE AND ALL-INCLUSNE OF THE COMA.4CTOR'S SCOPE OF WORK AND SHALL IXACT "RECORD'. THE CONTRACTOR SHAD. MAKE A DAILY RECORD OF ALL WORK S U SAM GRAD INSTALLED DURING EACH DAY, PLANS SHALL INDICATE THE EXACT LOCATION OF CHECK I BEEN GROWN, BEST SIDE FACING PRIME VISIBILITY AND THOROUGHLY WATERED-IN TO RE COORDINATED WiTH THE GENERAL CONTRACTOR'S SCHEDULE VALVES, GATE VALVES, WIRE LOCATIONS, HEAD LAYOUT, AUTOMATIC VALVE580XES, FJJMINATE AIR POCKETS. IF SfiE CONDRiONS ARE l1NFAVORABLE TO VIGOROUS REPRESEMATNE PHOTOGRAPHS OF ALL TREE MATERIALS SHOWING PROPOSED QUALITY ~ PLAN GROWTH,THE LANDSCAPE ARCHITECT SHALL BE NORFlED PRIOR TO SUBMffRNG FOR VALVE BOXES SHAl1 BE SHOWN BY THE TRIANGULAR SYSTEM OF MEASUREMENTS FROM 81D AND COMMENCING CONSTRUCTION, THE CONDTRONS ALTE CONSIDERED ACCEPTED BY AND SIZE UPON RC-QUEST. S EASILY IDENRFIED PERMANEMFEATURES,SUCH AS BUILDINGS, CURBS, WALKS, ETC. PlASTICVALVEBOX CONTRACTOR IF WRITTEN NORRCATION IS NOT RECENED BY OWNER OR LANDSCAPE DRAWINGS SHALL SHOW APPROVED SUBSTITUTIONS, IF ANY, OF MATERV+L I VdTtf COVER R ARCHfTECT BEFORE COMMENCEMEM OF INSTALLATION OF THE MATERIALS. THE SUBMffTAL SFIALL BE IN AN 8-12' X iP f-0RMAT AND SHALL BE PROVIDED VIDE REE F1.ECTRICSOU7J01DVALVE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER DRAINAGE FOR RING BINDERS WITH SEPARATE BECKONS FOR EACH AREA ~OF WORK PRO FNE (5) INCLUDING MANUFACTURER'S NAME AND CATALOGUE- NUMBER. UPON COMPLETION, ALL COPIES FOR APPROVAL INFORMATION NOTED ON THE PRINTS SHAIJ. BE TRANSFERRED TO A REPRODUCIBLE FlNISH GRADE ALL TREES AND PLAN MATERIALS. TREED SEf 700 HIGH OR LOW MAY BE REJECTED, MYLAR BY THE CONTRACTOR. DRAWINGS SLLALI..BE TO SCALE AND ALL INFORMATION VERIFY PROPOSED FlNISH GRADES AND SET TREES ACCORDINGLY. SEE DETAILS FOR PLAMING,STAKING AND GUYING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE THE PROJECT NAME AND LOCATION SHALL BE LABELED ON THE FROM OF EACH BINDER SHALL BE RECORDED IN AN ORDERLY AND LEGIBLE MANNER.ON OR BEFORE FINAL 3!4°HOSEBIBWf1H10'OF314"HOSE FOR PROPERLY SECURING ALLiAEF.S,PALMS AND LARGE SHRUBS IMMEDIATELY AFTER WfRi THE CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER US1ED ON THE INSIDE INSPECTiON,THE IRRIGATION CONRACTOR SHALL DELIVER ONE (1) REPRODUCIBLE DD^ELL-PVCSCHEDULE4D PLANTING. ALL GIIY WIRES SHALL DE FLAGGED AND ALL STAKES SHAD. BE DRNEN FlRST PAGE WiTH THE INDIX. MYLAR AND TWO (2) SETS OF BLUFIINE PRINTS of THE "RECORD" DRAWINGS TO THE LANDSCAPE ARCHITECT AND OWNER'S AGEM. THE DELIVERY OF THE PRINTS SHALL NOT FLUSH WRH SURROUNDING GRADE FOR PUBLIC SAFELY. 42.THE LANDSCAPE CONTRACTOR SHALL MAIMAIN THE LANDSCAPE,TURF AND IRRIGATION RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED Job No. 22.PLANi1NG SOiL FOR ALL TREES AND SHRUBS SHALL CONSIST OF 60% PEAT 2(t% SYSTEM FDR A THIRTY DAY (30) ESTABUSHMEM PERIOD AFTER SUBSTANTIAL INFORMATION THAT MAY HAVE BEEN OMTTLED, RRTANNAGE SHALL BE RELEASE TO THE ' COMPLETON AND FINAL ACCEPTANCE LANDSCAPE CONTRACTOR SFWJ_ PROVIDE ALL CQMR/LCTOR AFTER THE RECORD DOCUMEMS HAVE BEEN SATISFACTORILY RECENED BY CoNRLOI LtE COMPOST, AND 20% WOOD PRODUCT FOR AERATION. FLAMING MIX SHALL HAVE A pH OF LABOR, EQUIPMEM, AND MATERIALS TO NECESSARY TO PROPERLY MAIMAIN THE SfTE'S 6.0-6.5/MIX 25% PLANRNG SOIL WfM 75% ONSTTE SOIL FOR PLANRNG SOIL THE OWNER AND ALL OTHER ASPECTS OF HIS CONTRACT HAVE BEEN MET. ,1., LANDSCAPE AND TURF AREAS BY MOLMNG,EDGING,WEEDING,WATERING,CONTROL OF BACKFILLTEST SOIL OVER THE ENRRE SffE AFTER FILL OPERATIONS FOR PROPER pH paTS,pERTTIJZNG,AND PRUNING AS NEEDED ON A WEEKLY BASIS.CIFAN UP ALL TOSPRINIaERS AND DRAINAGE.AMEND SOIL AS NECESSARY i-0R PLAN MATERIAL REOl11REMFNTS PER CLIPPINGS AND PAVED SURFACE AREAS AFTER DAILY MAINTENANCE. CHEMICAL SPRAYS SCHEDUU:BDPVCNIpPLE SOIL TEST RESULTS. BACKFILL ALL TREES AND SHRUBS AT THE FOLLOWING RATE: SHALL NOT BE USED FOR WF~DING. USE HAND TABOR TO REMOVE ALL WEEDS. MONITOR MAIN uNE FNl1NG Drawn by: Checked by; THE IRRIGATION SYSTEM FOR PROPER APPLICATION OF WATER TO ALL LANDSCAPE AND MAINSUPPLYLINE JT JT TAEF~ 3.5° CAL AND GREATER =1 CUBIC YARD EACH TURF AREAS. SPRINKLER HEADS SHALL BE OPERATED, INSPECTED, AND ADJUSTED AS TREES 1° - 3' CAUJO GAL =UL CUBIC YARD EACH NEEDED FOR PROPER COVERAGE IMMEDIATELY AFTER EVERY MOWING OPERATION. GALLON COMAINER SIZE =1/4 CUBIC YARD EACH SUPPLEMEM IRRIGATION SYSTEM BY HAND WATERING FOR PROPER ESTABUSHMEM. GALLON COMAINER SIZE = 35 PRAMS PER CUBIC YARD ADJUST COMAOIlER TO APPLY ONE INCH OF WATER PER WEEK TO ALL LANDSCAPE AND GAl1AN COMAINFJ? SIZE = 65 PLANTS PER CUBIC YARD TURF AREAS. CONT(TACiOR'S PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO ROOTED CUTTiNGS'4" POTS = 6" DEPTH OF ANNUAL BED MIX SAFEGUARD THE GENERAL PUBLIC FROM ALL ON~RE MAIMENANCE ACTMIIES. ALL IRRIGATION CONTROL VA V LE 23.ROOTED Cl11TINGS, 2° AND 4" POT MAi1JIlAL SHALL BE PLANTED IN A 6' DEPTH AREAS SHALL eE POLICED FOR 111TER,TITASH, CLIPPINGS, OR OTHER DEBRIS DURING PREPARED BED COMAINING AN °ANNUAL BED MIX° COMPOSED OF 13 PEAT, 13 WSN' WITH PRESSURE REGULATIN G Sheet COMPOSTED PINE BARK,YJ SAND AND DOLOMITE WiTH A 6.0-8.5 pH. TREAT ROOT 43,A RECORD LOG OF ALL ONv^ffE ACTNRIES WILL BE MAIMAINED BY THE CONTLTACiOR 13 AREA WITH °ROOTS, INC.' ROOT ENHANCER PER MANUFACTURER'S DIRECRONS. AND SUBMDTED TO THE ARCHITECT AT FNAL ACCEPTANCE. NO SCALE LNSTAUATIDN DETAIL FERRILZE WiTH °OSMOCOTE' PER MANUFACTURER'S DIRECRONS. 24.SHRUBS SHALL BE PLANTED IN CIRCULAR PLAN PRS WiTH A DULMETER OF 16" GREATER THAN THE ROOTfVU1 OR COMAINETT.TAEES SHALL BE PLANTED IN CIRCULAR NOTE: THESE SPECIFCATIONS ARE THE SOLE PflOPERII' OF TERRA TC-CTONICS DESIGN PETS WITH A DIAMETER OF 28° GREATER THAN ROOTBALL OR COMAINER AND GROUP INTERNATIONAL, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THESE BACKFlLLED WITH PLANRNG SOIL MO(.REMOVE COMAINER AND CIJT ROOTS IN 3 SPECIFCATONS IS AUTHORIZED WTTHOILT SPECIFC WRITTEN PERMISSION.ALL RIGHTS SPECI I ATI N C O S H DETAI L S o~eGrn2n PLACES FOR OPTIMUM GROWM. REMOVE TOP 12° OF BURLAP OR GROW BAG CONTAINERS Ut 3 Sheets FROM TREES. END OF SECTION 7 e W CERTIFIED T0: H & G, LLC SECTION 8, rON 8, TOWNSHIP 295., RANGE SSE. ° ~ o ~ F~~ N ~ ~ o Z ~ a M ~a< Z ~ o o a~'~ o ~ ~~a' b ~ ~ W" ~ 'J a~, A SURVEY OF: LO RECORDED IN PLA PINELLAS COUNTY, LOT 4, BLOCK B, BARBOUR-MORROW SUBDIVISION, AS o ~ ~ ~ ~ oaN~W r~ o J; !V PLAT BODK 23, PAGE 45, OF THE PUBLIC RECORDS OF ~ ~ ~ uWi,`.•~~~~' )LINTY, FLORIDA. ~2Zs-y z~ ~ 5` It,.~ 1. 31 ~y~. W~~O}~'~t .IV1iv ~ ,fib q4~ f?. aWOOV„ , ,~r ~ ~ } ~ } Z tl~+~ 3~~Q ~ O V WON ~ O ~ > WN o W ~Z~Z v~oo~ f/l ti ~ ~ a ~ PALM STREET Q ~ W ~ ~amo NOTE: r0 ~ h ~ am°-~ ~ ~ ti ~ ~ao~ ~ O W W ELEVATIONS SHO ~ w a wa~~ O a ~ NS SHOWN THUSLY ARE BASED UPON x o ~ a ~W O o - - - - NAVD 7988 DATU FOUND "X" '8 DATUM o q q ~ W~m~ ~ 3 =woe o LOWEST FLOOR NEXT HIGHEST i~ SECOND FLOOR E FLOOR ELEVATION= 5.48 ~ HEST FLOOR ELEVATION= 5.64 Z ,LOOK ELEVATION= 74.72 ~ >9"PALM (DENOT ~ 17' DRIP (DENOTES ~P f (DENOTES TREE- SIZE SHOWN) ~ ENOTES 77' DIAMETER DRIP LINE-TYP.~ ~ W ~o W N\ Za m a0 Z IZ ~ °a NZ ~a 7 O}W W~ 0 WU N I-a~ '(7 W ? ~;j °a W ~F F-Zwpp a ~pN F~zF rc~Q~a ~O~z F aW= az Wozw zwzNU oaw7 ~ mW o~op oQaa01",°il9Zaa~k' W ~ iuz W3 w~~o Uwo~o o~w-.a~rcz w rco po y] z Up zoUw Z 0 . WW UNW UF-' II V U ~ k ~i~°k'W~ ~=mQ ou~ircttiooila~-° a Q~N~7Q FAWN UWp~Uapw~a°(~ 6~` ~Q O IN00°= r}FaW W F ~WZWZa WF-N~ 1- FW ~`UZ~QU ~JoU w 0 la / ~ ~m~~UF~pO Z~>Z Z N FZ i1^J ~ wUZZ ~.W7 W N Z° ~ ~r A A ~'j~ ~ m~~gwF~°a iaW° ~ m aw m ~Da~N~~U a~W~ Z ~ U p x OW N ° n JZ I ~ ~ S~UOO}nNO m~~0 ~ W N " z~rc ~ ~w ~ a ~ I ~ ~ oa~zwa~mr- }N=z waa°°N~ ~z~ a~~p~~poo ~rcoN rca ~ZOpzNOOrc QdWNU2a2~N N~ ~ pZZZa?~Jm2Z N~ZOF~w~ NNOw U~a~ZJZUUZZ OPEN GRATE F;o~W=W°°a~~N° ~Z~Z?~~Z~p~ ~~I I W ADJACENT FF= I IlULET a}U ~WOpwawWNN ooo°ow~o<ww ~ ~ FF= 5.54 5.75 ~ r rc rcUZrcz~mJUNNN wowowvlwawaa ~ ADJACENT > STORY CONC. BLOCK BUILDING I w~z~FN3Urca>ywiz itltlpooVtlVtlu pN~o3oza~oorc» ~ a J a~ ^y 16~ ~ ~ ~ #429 ~~~~~rznNa.ad ~N M dN m ~m ' OOD FENCE C ~ ~ 30' FrR ~8„' z, ?VEST (P) N 89° 50' S7" E ~M) ° ~ 775.74' (P 77 .5>'(~1) , Fc~3 4 AiM 30 rP )RIP ~ D' ~i? I ~ 8„ DRIP STAIRS GAS METE 14"PA M----- 5' ~ a~ q e v ~ ~y I rti ~ O ~ OVERHEAD WIRE 107.9' / a9 ~ ~ ~ ~ y ti ~ O~ ~ Q, 2' 4" CAST IRON ~ G o Z~ ry SEWER PIPE ~ O O) ry ~ ® ~ ~ ~ ~ ~ 2 STORY CONC. BLOCK p aj a~ ~ I r~ ~ MOTEL L~ OO IJ ~ ~ rr ~ ~ • o~ Q ~ ~ a ~ a - a a O Z r^ ~ ~ ~ Wa ~ ~ ~ ~q ~ ~ a 1 I ~ Q 8"8c10' SHEFFLERA > STORY °p ~OQ ~ I I op I I ~ ~ ~ ~ z ~ 0.' ~ ~ 1~ ~ ~ ~ ~ O e ~ 2 >6' DRIP FF=5.64 19.>' ~ ~ ~ Chi ~ ~ I ~ ~ 2' ~ a,~ O~ ~ o ~ ~ ~ n~ ~ ~ a Q s>.s. ~ Q ~a.s~ o~ a ~ ~ ~ ~o~ i l p 1 STORY a a STA1 S 5 2 °a: CLEAN-OUT,,. ~'J M ~ ~ J ~ I ~ ~ o ro' FRAME p a° a ° o ~ ~7y ~ ~a ~ O) FF=5.48 p~ ^ 5' DRIP 19'~ IP a a ~a 0 ~ Q~ ~ ~ 23.4' ~ ~ 4"PAL 7"CITR S o 74 DR ~J~ ® ~Z°Z ~ Z~m~z Q/ u,~ ° ~ 6. 6' WOOD FENCE Q. Q~ ~ J ~ 30' / >.0' 7.2' 6' W00 FE ~ 2 0' FICU Q ~ ~ ~ ~ SCALE: 90 ~ ~ j ~j 2 ~ FIP 1/2" o „PALM >0 DRIP ~ FIP 1/2" 30 ' a a q~~ i I q~o ~ WEST (P) 89 57 76" M) 715.74 ' (P) 1 >5.5 ' (M) ~ Q ~ ~ ~ ~ ~ 4' WOOD FENCE 1 'PALM e Zo ~ W ~ 77' i ~ I ~ ~ I Q~ I ~ I ADJACENT FF= ADJACENT FF= a. I 6.27 6.93 W ~ ~ ~ ~ G A ~ ~ ~ g I/ q I~ ~ ~ A~ I/ s \ o 00 r- ~ ~ N d' m W ~ ~ ~ U J o w O ~ J T- O ~a Q U } ~ m O m W F-- m 0 I ~w F. E.M.A. Zone AE (BFE 11) Per Panel No. 12103 C 0102G (09-03-03) U J Z a 2 U 0Of Q 0 0 U (n c) U [ . ~ ~ Rl~. I - 1 P ~y As CI O:N~~~':. ~ g,~"~I~ ~ - i v Y vN. 1 yyf M~ d,fG`rt.~s14. ( r ~ ~ r ` . t ( I 1 ,+r~„ ~ ifr~l4st: ~ _ t t 1 .r .,A ~i S t '4:}~. o>~ L. VEL ~ .g ~ I I Ro ~ . . 7, ,9 ~9-4 N~VDP>S f I ~ a ~ r, , . a ; ~ ~ , . 1~~ I x ~ ~ ~ a ~ Y i k1 1 i Y " iii _ I ~ , ~ ! 45 , - ~ ti ~ iR ~ ~ ia?uRTN LIVINGS 1 w 5~~_S~, NavDSa , ~ I I 6 ~ i ~ 1 - ~ r~ ~ ~ . ; R _ ~ - ~ ~ k, I f ~.r" ~r ~ ! u ( 1 ~ ~ i 33 -o ; ~ ~ ~ ~ ~ ~ a, ~ ~ THIRD LIVING a~,~r ~~~::~n 44 -o NAyt~eB a . ~ ' ~ j ' E /,,rr}} I i ~ ~ i f I ~:b ~ 1 • ,y ',~q ~ pj r ~ y IA~~~a o, I ` ~t Y 1 r .I. wl M rM 1 ' ~ ' ~ ~ k P b6y~l, i, ~ k~ w- ~ T' ~ 4 11 ~ ~ Y .5 . ~ ' J ~ ~ ~ J°` ~ , ~ , 4 ~ C~ ~ , ~ ~ ,t ~ ~ l ~~/n , ~tGOND LIVING.-~ r ti ~,v~ ~ ~ ~ ,.~.,p~,~rt`~'~ ~ ~ , _ . n i ~ r1~1ti1 s i / j f I ~ a . , j ry ' f ~ , i F ~ v ~ .ti ~ . ~~Y` ~n, q h 1 9 ,1 r~ ~ r n ~ f , , t' . FIRS' >+IV~NG ~ ~ ~ ~ ~ i ~f e~:~rr k ~ 4e n,° _1 ukw t.. i 19-8 N~Vd$a = ~ 1.. 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I I I . tL -------I T SH T SH OOM OOM I Q~ 58'»4" 33'-0" (THIRD LIVING LEVEL) 20'-4" SECOND LIVING LEVEL ~ ~ ~ T~ OPIROOF SLAB ~ ( ) T-8" FIRST LIVING LEVEL 45 8 TOP SLAB TOP SLAB BELL TOWER FOR W ARCHITECTURAL W \ \ Er~761LISHMENT ~ ~ ~ II II ~ z Q 'o~~ ~ O ~ J /i I~ N 4 ~ e e Q U BALCONY ~ BALCONY o ~ ~ ISSUED DRAWING LOG 20'-711ZSI-11N 20'-7N f N 28 -11 OATEN ITEM 21'-11" 2T-7" Q 49'-6" 4g,,,6N 49'-6" TYPICAL FLOOR PLAN ~ 1ST 2ND 3RD LIV ING LEVELS 2 FLOOR PLAN 4 TH LIVING. LEVEL 3 ROOF PLAIoi p Al 0 1/8'•= Al 0 ~ 118 -1-0 Al 0 1 /8" =1'-0" PROJECT N0 0512 Dt?AWING TIiIE, FLOOR PLANS ISSUE DATE, 30-JUNE-2005 SHEET Al~O